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WS-08-1944Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 13, 2009 Inspector: Bruhn, Norman Owner: WHITE, WAYNE Job Address: 339 NE 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135900 Phone: (954)792 -4415 Building Department Comments Monday, January 12, 2009 Page 1 of 1 Passed Inspector Comments ti Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 12, 2009 Page 1 of 1 Miami Shores Village. � a� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �..._�,+�. s�-� �1 - F�! (° +'� rte, tE�9 io alr?a BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Electrical Permit No. WVR—I9 Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) LU NG tiLSCI 3Z Phone # Owner's Address 331 ,,,>% (0 5°r City WC.t kjk ‘.n.Qt -Q State FL- Tenant/Lessee Name Phone # Zip 3313 Job Address (where the work is being done) X3°1 i..3 9 Co 31 City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip 33436 Is Building Historically Designated YES NO Contractor's Company Name lit- -t4c e cO f .Q .a-Q lJ1 Phone # qS� "Ica "(4I 5 Contractor's Address 4c)1 0 ,4 ,r) 3V) Mr— City t-(al (,?w ®o 8) State Zip 33312 Qualifier Name fr,,X-71 "7umaG_s 2, 0 (t Xtl Phone # State Certificate or Registration No. C;,C2cow IS °10 Certificate of Competency No. Architect/Engineer's Name (if applicable)-42414J r-, Phone # QS-1 -{ 2X.ocoO Vue of Work For this Permit $ Typ' a of Work: ['Addition Describe Work: F =.z3 Square / Linear Footage Of Work: QAlteration ['New is VRepair/Replace ❑ Demolition k'j2nCf5 ***** * ** * * * * *** ** ** *** ** * ***** * * *** * *** Fees * ** * * * ***>t** ***** * ** bVmi� �ttal Fee $ Permit Fee $ /ol- 0 Notary $ scanning $ Radon Training/Education Fee $ * * * * * * * * * * * * * * * * * * * ** CCF $ CB7CC Technology Fee $ $ DPBR $ Zoning Double Fee $ Bond $ C ttr Structural Review. $ L; JAM 2M9 \ILLAGE Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 in ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t be approved and a reinspection fee will be charged. Signature Signa Ili 400.■ 111111111111111 / . � wner .s Agent Contractor. The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before me this 3 d a y of Ii c r , 2 0 0 1 , b y t �J \ . . Q „ , d a y of , 20 C Z , by L51 • l f ki who is personally known to me or who has produced 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 PUB IC: Sign: Print: My Commission Expire * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Comm ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. x.,n<, * * * * * * * * * * * * * * * * * * ** aoz1 44)g Plans Examiner Engineer Zoning • Miami Shores Village Building Department . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: T305) 795.2204 Fax: (305) 756.8972 PeruiitNo: � �9Cet `Job.Name BUILDING CRITIQUE Sn i ET 3/ tie It 1111111 11111 11111 11111 11111 11111 11111 1E11111 NOTICE OF COMMENCEMENT CFN 2008R090r1618 8k 26639 Ps 13731 ClPs A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR RECORDED 11/05/2008 10:36:09 HARVEY RUVIH CLERK OF COURT PERMIT NO. TAX FOLIO ANI—DADE COUNTY FLORIDA WJA-kfki LAST PAGE 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: • cAW,. k4, *45 2. Description of improvement: [ RECENE NOV 0 5 2086 ----41A 3. Owner(s) name ails' address: g' )01(2o-e..) .4- 41111 Interest in property:u,...) Name and address of fee simple titleholder: FHA Florida 1-ininFAMPrOVernent Assm° 4. Contractor's name and address: 4-10 SW 30th Ave. Hollywortri, FL 33312 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive Icopy 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 is 1 yea e date of recording unless a —dlfferent date Is specified) STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true py of the original tiled in MIS Offlee of A 0 20 e of Owner ES S my hand ci ,n OffIcial HARVEY RUVil\l, CLE " Cou Print 0 er's Name °lc-go-e( pared by Sworn to and subscribed before me this ald Notary Public: 111EKAF/4, / 7 Print Notary's Name: Ur 7111Milg"' MISS My commission expir‘ .:.:fx,,MIPPrXPIRES July I. Floridanote servkce.com 3 4 1 • 407)36053 FHA Address: Notida_Heme4mprovernentAssam_ Ave. . FL 4331.at Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; O�—Vt L1 1, - DATE: It 1 108 o "14ontractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) – S (T' f Address: 39 t E 1 ' cDT From the building depart en on this date in order to have corrections done to plans And/or get County stain/ s. ` understand that the plans need to be brought back to Miami Shores Village Bui si , 1- o . ent to continue permitting process. VII/ TGIF Acknowledged by PERMIT CLEARK INIT AL: RESUBMITTED DATE: r PERMIT CLEARK INITIAL: -4 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; iDa& RECEIPT DATE: kilitIct,,11 ow Contractor ❑ Owner ❑ Architect • p. ed up 2 sets of plans and Address: o er) iO 01(11— d,I/ 06s-1_ From the building department on this And/or get County sumps. I un Shores Village Building De Acknowledged by: e in order to have corrections done to plans that the plans need to be brought back to Miami continue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 05 r 7 r Job Name Date STRUCTURAL CRITIQUE SHEET A.4.idie. l /04e6 L a. '16.44".. Zr"•'' A/Lai su el 46) /Pci,L, a a goi le/e61.74 '14. ei.t.e. / .1f.r Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; i/ r � —I " 1 DATE: 1 716 tO 1, )ontractor a Owner o Architect Picked up 2 sets of plans and (other) Address: 3 ct N IC- 61 • From the building dep merlon this date in order to have corrections done to plans And/or get County st p un. erstand that the plans need to be brought back to Miami Shores Village Buil in 1 1 : nt is Acknow .: • . � jj4 T., continue permitting process. PERMIT CLEARK INITIAL RESUBMITTED DATE: 616 OY PERMIT CLEARK INITIAL: 05/22/2007 - 10:19am jactynr F:\03 Elements110 Loading \11 CalculatorslASCE 7- 02\_FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50' 25 30 35 0 -15 ft -50.4 -49.2 - 48.3 -47.6 - 47.1 - 46.6 -46.2 - 45.9 -45.5 +46.5 +46,5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 - 49.8 -49.0 - 48.3 - 47.7 -47.3 - 46.8 -48.5 -46.2 -60.3 +48.1 +47.1 +45.9 +45.0 +44.3 +43,7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +48.1 - 49.5 +45.4 - 48.9 +44.8 - 48.4 +44.3 - 48.0 +43.9 - 47.7 +43.8 -47.3 +43.2 -592 +48.3 -53.5 -522 -51.3 - 50.6 - 50.0 -49.5 -49,1 '; - 48.7 -48.4 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44,2 22 ft - 54.6 -53.3 +49.0 -524 +48.1 51.8 +47.4 - 51.0 +46.8 50.5 +48.3 -50.1 +45.8 -49.7 ' +45.4 -49.4 +45.1 24 ft - 55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 32 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 28 ft -58.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -523 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 - 56.1 +51.8 -55.1 +50.8 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 - 53.9 +49.4 -53.5 +48,9 -53.1 +4&5 -527 +48.1 32 ft -59.1 +54.5 - 57.7 +53.1 56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft - 59.9 +55.2 -58.4 +53.7 -57.4 +527 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 - 57.3 +52.5 56.6 +51.9 -56.1 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft - 61.3 +58.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +525 5&7 +51.9 -562 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 51.1 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +525 -57.0 +521 -56.6 +51.7 44 ft 532 +58.3 51.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.6 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 55.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft 54.9 +59.9 53.4 +58.3 -62.2 +572 51.4 +56.3 - 60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft 55.5 +60.4 -63.9 +58.8 -62.8 +57.6 51.9 +58.8 -612 +56.1 50.6 +55.4 5 0.0 +54.9 -59.6 +54.5 -59 -59.2 +54.0 54 ft -66.0 +60.8 - 64.4 +592 -63.3 +58.1 -624 +572 -61.7 +56.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -68.5 +61.3 - 64.9 +59.7 - 63.7 +58.5 -62.9 +57.7 -62.1 +56.9 51.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 +62.2 -65.8 +60.6 54.7 +59.4 -63.8 +58.5 53.0 +57.8 -82.4 +57.1 -61.9 +56.6 -61.4 +56.1 51.0 +55.7 EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 -58.0 - 56.7 - 55.6 - 54.6 - 53.8 - 53.1 -525 +46.5 +45.2 +444 +43.7 +43.1 +427 +42.3 +41.9 +41.6 16 ft -63.1 +47.1 -60.6 +45.9 - 58.8 +45.0 - 57.5 - 58.3 +44.3 +43.7 - 55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -532 +42.2 18 ft -64.6 +48.3 - 621 +47.0 -60.3 +48.1 -58.9 - 57.8 +45.4 +44.8 - 56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -68.1 +49.4 -83.5 +48.1 -61.6 +47.1 502 -59.0 +46.4 +45.8 -58.1 +45.3 - 57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft -87.4 +50.4 -64.8 +49.0 -62.9 +48.1 -81.4 -60.2 +47.4 +46.8 -592 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -626 -61.4 +482 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft - 69.8 +52.2 - 67.1 +50.8 - 65.1 +49.8 -63.6 -62.4 +49.1 +48.4 -61.4 +47.9 -60.4 +47,5 - 59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -682 +51.6 -682 +50.6 -64.6 -63.4 +49.8 +49.2 -62.3 +48.7 -81.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 - 892 +52.3 - 87.1 +51.3 -65.6 -84.3 +50.6 +49.9 - 832 +49.4 -623 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 : -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 - 67.3 -86.0 +51.9 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 38 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 -66.8 r +52.5 +51.9 - 65.7 +51.3 -64,7 +50.8 - 63.9 +50.4 -83.1 +50.0 38 ft -75.7 +56.5 -727 +55.0 -70.6 +54.0 -68.9 -67.6 +53.1 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 - 68.3 +53.7 +53.0 - 672 +525 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 it -77.3 +57.7 -742 +56.2 -721 +55.1 -70.4 -69.0 +54.3 +53.6 - 67.9 +53.0 -66.9 +52.5 56.0 +52.1 -85.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 -89.7 +54.8 +54.1 -88.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 - 70.4 +55.3 +54.6 -692 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +527 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 -71.0 +55.8 +55.1 -89.8 +54.5 -68.8 +54.0 -67.9 +53.8 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 59.0 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 -72.8 +57.2 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54,5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 -73.3 +57.7 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 -74.4 +58.5 +57.8 -732 +57.1 -721 +58.6 -71.1 +56.1 -70.3 +55.7 w REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 7F® CCCUENTIS THE PROPERIYOF FREWLBEaaaa . PE AND SHALL NOT BE REPRCOUCED RI WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK BELVAT00.PL ALTERATIONS ADDITION'S, WLUBIBHITNO, OR URER MOMS TO THIS OCCUMENI ARE NOT PERMITTED AND INVALIDATE OUR CREMATION. I11111111®II1OIlll1 2004 FLORIDA BUILDIN ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60'1 BASED ON Kd =0.S5 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDmON. 5. IDENTIFY THE BUILDING MEAN (AVERAGE)' ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITYFACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST - HORIZONTAL'S DIMENSION' OR 40° /a OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a ROO HEIGH 4[6k QE I ' ®--I ® I 1 ELEVATION WALL ZONE FIGURES Each roi Er _ter I 160 SW 12th AVENUE, =-1 L4 DEERFIELD BEACH, FL 334 PH: (954) 354 -0660 FAX: (9$47354 WWW.ENGEXP.COI5I CERT OF RUTH #8886 FRANK L BENNARDO, P.E., INC. INNOVATION 1 11 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINE= EXPRESS g SIMONTON° W I N D O W S We make lasting im 99 Dale: 1k3 ! (0- a Sob: L ressions:M 1- 800 - SIMONTON WWW..SIMONTON.0 ■ . y L WIPMERMSOMEMAIMMIN_ womommummommummi1 d ;<= MINIMMINIMM MEMO MEENrrr , fi rr Il.� !' • , �jf" _,,. _ i .mrrrrrr rrr r , ■rrrr ■rirrrrrrrrr _ r riirrrr ■O»IM„Mi 1 _ I rr r1 rrr +. rrrrrr rrrl° .. � l= n1/ 71---- _ rrrrrrrrrr!imitili r ""`.• r� ,, L0, r ri { t r , , rrr rrrrrr =-11 fir, � � rrrrgr�-. ,.�=��i� Iiii—LL , .-...rrrrrr i _1 ^''` r11r rrrr �i�il�i'__ir11i aiaialimims gmvoi-c rrrr rrr_. -- rr 1 _ m mum' � p rrr rrrr RR rr mists IUI rrrr[rrrtrrrrrrrrrrr r r mommammumumme ,, l- am ,1 u rr rrrrrrrrrr r ammammommummammum migammammummammummum _ __ __ _. ______ _L MmuMMOMMMOMMIMMOMMMUM IN rrrrrrrrrrrrrrrrr rr r _ IIIIIIIIIIIIIII!iiiiiIa r r rrr iIIIiIIIIIIII!II!!'! rr r Mrr r ) 5 IMNr l _ 1- 800 - SIMONTON WWW..SIMONTON.0 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: 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 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control 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 (AH7), 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -141' Outswing Aluminum French Door wI Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., 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 Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No ¥I'L.5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark., P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 ist,. 1. LttkW.1.. ishiq L Chanda, P.P. Product Control Examiner NOA No. 07-0629.10 Expiration Date; October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8° LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8* ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16* LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X. , O XX XO, O_X XXO, OXX, OXO, AND MOM. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1.. SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3H6° HEAT STRENGTHEND GLASS EXTERIOR 1/2"GLASS SSBTE EXT. - 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 3/8" LAMI NOM. GLAZING OPTION A OR B NOTE 1 A INT. - 3/18° HEAT STRENGTHEND GLASS ---1 -- .465 fA 7/16" LAMI NOM. GLAZING OPTION C OR 0, NOTE 1 EXTERIOR 1/2' GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS..... -....1 GLAZING DETAILS........... 1 DESIGN PRESSURES 2 ELEVATIONS3 VERT. SECTIONS....._.._4 HORIZ. SECTIONS6 PARTS LIST........ ..._. 6 EXTRUSIONS. ......- 6, 7 ANCHORAGE......_...__ 8-10 Approved as complying with the Florida Bolding Code !fie GD4Agoor I 7007 NOA9 07— D G Zy'• /0 Miami Dade Product Control Friable aved* FX aveeetc FX six aa>c 81487 r: S CLAWYEAT.. OF 118.A814 Obit. 171670VESSAND MASS 817E amebae A ADD 41499W7EO6t 70 CRAZING DETAIMADDGASSDEC. MX. REVD 807E1. Gmss usicmpr.11ADDNOTES. FLK X122/07 tenisaikA 611/07 1070 TECHNOLOGY ORJVE NOKOMIS, 11.34278 P.Q.8QX 1629 NOKOl64$, FL 3/1274 NOTES AND GLAZING DETAILS 7f ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ebetagodatr 7X 1 0 10 jamwm 11005-1 B L Clark, P.E. PE 939712 Slnakml TABLE 1. DESIGN PRESSURES FOR,ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X , OX, X0, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT 1S REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A. B, C OR D HEIGHT X WIDTH XX WIDTH 3° 371 71 68 - 79 3/4" 70 - 83 3/4" 87 3/4 ") 91 3/4" 8° - 95 3/4" +75.0 -75.0 +75.0 -75.0j15.0 -758 )+75.0 -75.0 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 363/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH 1 363/4" SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, xx0, OXX & 0xx0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 311/2" 5° 59 3/4" +49.0 -49.0 +46.2 -462 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, CORD 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4° +52.9 -52.9 +49.9 -49.9 +47.2 -472 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -352 +35.2 -352 +35.2 -35.2 +352 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: S'>� -F�• 3/8" LAMI (1 /8" A, .090 PVB, 3/16' HS-)- B. 3/8 "-LAMIT C. 7/16" LAMI (3/18" A, .090 PVB, 3116" HS) D. 7/16' LAMI (3/16" HS, .090 PVB, 3/16° HS) A. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 1091/2° MAX. XXO/OXX WIDTH =107 3/4" MAX OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS 1S NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. g. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX A FROM TABLE 1. OXO WITH GLASS TYPE 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +87.6 / -67.8 PSF EX. 13 FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85' HIGH DOUBLE DOOR WITH 361/2° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 873/4' HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX,D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80' HIGH DOUBLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = 443.1 /-43.1 PSF p6. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH L1 REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL Approved as complying with 0m Date NOM Maud f>a p,"dna Central By aft Ratak= areas): Fit Oats B REVISED TABLE COMBINE GLASS TYPES& INURE XIV NOTES SADOMOTE988& 2 DOIGNPRESSURES AND CIARff® NO* WIMP. VERSION FA: Data 814107 A REVISE NOTE 1,28& ADD O3TATlONBTOTA8LE f AND 2. BfZEDESRi4 PRESSUREAND ADJUST: ALL 0M FOR TAB[E2 aim* FJG Date 22207 .L4 1 1070 TECHNOLOGY DRIVE NOKOMA FL34278 P.O. BOX 1529 NOAVA69 8.34274 VW* Batter DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE UTES, IMPACT Welsallebe 22101 a! Mobilo leer 2 r 10 I 11005-1 I B SEE NOTE 4 OX OR XO 3712' IAMAX 143 3/4' MAX. SEE NOTE 3 MAX 95 3 OYF 1 El 2 i -iE o , ' IE \` . XACT. �, i \ ,` Er . /X/NACT. SEE NOTE 4 A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND XX DOORS BY 3/4° WHEN ASSEMBLED TO MAKE X0'. W(, '0X0' 9000','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND 70C DOORS AS FOLLOWS: ('X DOORS = WIDTH - 5.646) (90C DOOR = DOOR WIDTH/2 - 4.079) OXXO G G SEE NOTE 4 4' DOOR DLO HEIGHT = HEIGHT -11 3/8' A DLO WIDTH 'X' = DOOR WIDTH - 1215/18° DLO WIDTH 70X' = DOOR WIDTH/2 -11 5118° SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8' •rien Iu< T1o.w311 U,r.d4°v Cork vnu.. gc rJ 7l- G2i.c•: Usd. mi Data FX RogsdBF FX Date SWF am 614107 Aeltletax 8 FeriAze A ram rvERTICA.DLOAPDF F88AAS ADD DLO MOWS FOR DOOR AND SWUM ADODDORMODAL FINIFYYDEADSOLT AND SFECSFY ACT:ANDxawcr: Dme,e Gel° meal* Mc I FJC 2720J.J. 7 J. 8121!87 ro7o TECHNELDGY BRAE R.3427a RC.BOCf NOKOMIA FL 34274 3 • Vid* Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT SeisAftast F0101 Soft 3 a 10 11005 -1 Pax B EXTERIOR MAX. DLO INTERIOR MAX. SIDE UTE HEIGHT DOOR SECT. A A SL SECT. B -B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Banding Code Dete OCT 1$/ 7.0107 NOM et7-"c7f. Ib MlamI Dade Protium Control Dec Arakow ANNIAx FA: Rawl OF FA rimer El( DYC WWI n.tx 6/1407 _ 2/2207 NaK� 0 Radoksie A NOCHNAC1ETHISSE I: SHOWDOOSLE HOLLOW IEADEECTIO VATCORNERA SE WLY 8121/07 J WO TECHNOLOGY DRIVE NOKOMIS A. sons P.OL @00[1629 NOKOMA FL 34274 PG" Virihi Bettor EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT. 1/2,C 4 rlO I 11005-1 Ame B IOC SECT. C-C HORIZ. MAX. X WIDTH DLO MAX SL WIDTH 'X SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX SL WIDTH INTERIOR EXTERIOR 'MAX. DLO I SL SECT. F -F HORIZ. (SINGLE SIDE LITE) NAPOPAroeM a mmpldlng La h Florida Bending Cods toe Miami Dade Product oatrd ReadEtc Dar Reektiac awueete F.K Mice lirrarksac NO CHANGE THISSHEET.. Read 6F FX nets 8/1407 mammon A ADD 90014 N7S1E11TPTO SECTION SEB 'SNOW SEE LI E•TOSECT.FF nFX Doc awes/ lux Dot 621/07 1070 TECHNOLOGY DRIVE Nor FL 34275 P.a BOX 1529 NCB F1.34274 Vtdbly Beuer VERTICAL SECTIONS tar ALUM. FRENCH DOOR & SIDE LITES, IMPACT aa.rae FD10f Soft &at 1/2,1c I 5 d 10 I �� 11005-1 B (•i �1 Robert L lid 21 Mc.PE. PE 539712 Stamboul ITEM DWG # 1 2 3 4 5 6 9436 1010 7070 955 938 956 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 995 998 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 8808 1140 1048 930 PGT# DESCRIPTION 60411 FRAME HEAD 60300 WSTP.,Q -LON .190 X.375 HIGH 67070K BULB WEATHERSTRIP .187 X.300 HIGH 7955X FLUSHBOLT STRIKEPLATE 7938X 2 PT. LOCK STRIKEPLATE 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 6533016 FILLER HEAD ADAPTER 611000M OUTSWING THRESHOLD 871670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 611004M OUTSWING THRESHOLD CHANNEL COVER 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 411002A ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) 411003A ACETAL SPACER .140 ( INHOUSE INJEC 1ON MOLDED) 60380 FRAME JAMB ( OUTSWING) 60300 WSTP.,Q-LON .190 X.375 HIGH 66608M REINFORCEMENT, 1.000 X 2.750 X 0.850, 6061 -15 78X112PSATS #8 X1.500 PH SQ A T/S 71048 JAMB SCREW COVER CAP 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911 E 6911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/18 -18 THREADED ROD 36 990 7990NUTA 5/18 -18 FLANGED HEX NUT 37 914A 60378M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 42 1145 78X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 857 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM DWG # PGT# DESCRIPTION 60 9206 69206 SIDELITE HEADER 61 9216 8921 SIDELITE SILL 62 9168 80381 SIDELITE JAMB 63 1155 781 PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING 670999) 66 934A 81641M SIDEUTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32" X 1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/18" X 1/2" X1° W/PSA 72 4222A 84222 BEAD, 7/16' 73 988 6988 BEAD, 3/8" 92 988 64988 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/18" HS 96 GLASS, 3/8" LAMI - 1/8' HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 88 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/18" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF THE SHELF DEAD BOLT LOCK 504— F -- 360 .055— ►-U" --� 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 1+- 2.750 .650— F 1255) OTUBE MULL 8063 -T5 Approved its lcomplying whit the Code Florida Date QGT rjzao7 — 6 NDAA D7 29. Miami Dade Product Control Dy tta5 i. r Late -e. Rand OF Fadione Awed Ox F.K. Dew BRBO7 Krekdoor NO CHANGE 7t09SHEET. Arad Byt F.K flaw X1407 wFJc OttiK 2eYiIMfOc A ADD $7731 103DE4D BOLT AND Want &PANE. ONLY' TO ITEM At Cbsdatter 621/07 121 TECHNOLOGY ARNE NO10MAI4 F1.34278 P.O. KIX1528 NOKOMA F134274 1 Berner PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seetwoat FDIOI 1/2x I 6 d 10 I m•�cre 11005-1 B fl14 4 L stark, P.E PE A39112 SbucArlal 4.828 4.000 30 DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 4.726 4.100 31 �+— 3.000 —�{ 1.479 J L17 1.750 —►{ �1.T50�{ i I II 4.726 4.100 DOOR PANEL SIDE RAIL 6063 -T5 ' 1.000 jj 125(j l F fl .750 I i TRUSS CLAMP 6063 -75 DOOR PANEL INTERIOR ASTRAGAL 8063 -T5 4.875 4.726 4.100 c) DOOR PANEL EXTERIOR ASTRAGAL 6083.75 %2 7118' GLAZING BEAD 6083•T5 �---- 3.100 5.459 6.085 J 1.479 1 OUTSINING THRESHOLD O SL HEADER O SL SILL 11 T6 60 8063-T8 61 6063 -T6 5212 4.586 1.481 20 DOOR FRAME, JAMB 8083 -T6 6Z SL JAMB 6083•T6 830 r 2080 .050 SL JAMB 66 ADAPTER 8063 -T6 -3 WEATHER STRIP CHANNEL 8063 -T5 O HINGE 32 6083 -T5 0.375 .125 Approved as complying with the Florida Modica Cale Dale P4T 7 NOM/ ..37-e4 2 9• J Miami Dada Product Coatraa 14 14401 I. C 14u.lc Rend Br EX mad tbr PJC Px Aft 2122'07 RoWakras 8 fisdskor A NO CHANGE THIS SHEET. .L.L er Ate 'DOCK. TO ITE6120 MASS BED 08L TOBEMS SO, 81.44.45882 @111107 1070 TECHNOLOGY DRIVE 8010:112114 FL 34275 P.O. BOX 1b719 NOROIMM,R342P4 Pidr_ ViWbj Better EXTRUSION PROFILES tee ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sadmiblet P0101 st.7 s10 Oraltettt 11005 -1 B T f IL Clark P.E. PE 839712 ShuINUred JAMB ZONE "A" HEAD �{ I ZONE "C" I w JAMB ZONE "A I ZONEE""D" I ZONE "D "-1 JAMB ZONE "A" SILL I ZONE "C" SEE TABLE 3.. SHT. 9 HEAD HEA • I—zzNED'F"--t-Z°NNE1 JAMB ZONE "B" , SILL t-ZO NE-I-- "F"ZONE -} SEE TABLE 7., SHT. 9 NOTES: 'ZONES" ONE "� �EE TABLE-4., SHT. 9 HEAD I ZONE "E"l O I ZONE 'V' ZONE "E° JAMB ZONE °A" XO OR OX w 0 PLUS; B. 71 3/4 "x833/4 "XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "F' ZONE ANCHORS FROM TABLE 7, SHEET 9. SILL SILL 1 SILL ZONE "E"' T ZONE "D "ZONE "E'.1 SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 O ° HEAD N f zoNE� "fi zo �z" #-z 1—zO "P▪ —t— �z°NE } JAMB ZONE A° / / OR \ \ OXX nn a \ \ \ } JAMB ZONE "B° <XXO V SILL su —I— SILL ZONE "D" ZONE "P 1 SEE TABLE 7., SHT. 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. t-ZONE4— ZONE "P ZONE "F" ZONE SEE TABLE 7., SHT. 9 °E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. 71 3/4"W WC" DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTRIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114" MAX FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 6' MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approval AS eo■y!; ■og with the � Mates Ce4e 7 NOM 47�2 foo.nnIen Mta.. Date Product p1o4.4 I.C����� SF Mix Redikae FR NO MAME THIS NEST. Posol FX 8 Salina A CHANGE 'XI'OR Or AMOCO NAV<FROU TO Dt ADDAM HOR TYPES TOSO1.uTION. F. K: 1/2297 J.. L 829'07 1SIO TEMVOYAOYDANE A.•1?78 P.O. BQX15 B AFL St774 ANCHORAGE, CONFIGURATIONS Ar' ALUM. FRENCH DOOR & SIDE UTES, IMPACT RHO 8 • • 10 11005-1 Ibre B (/1yj} qA / a L y[2azk. P.E PE #9712 &ruches! A n C A.. a ,a,a / / / OXXO nn a \ \ \ ma .. .■ 7 JAMB 2 C 7 1 - JAMB Z \ \ I f \ / \ / 1 C \ / f 7 V k wxl Y x t-ZONE4— ZONE "P ZONE "F" ZONE SEE TABLE 7., SHT. 9 °E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. 71 3/4"W WC" DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTRIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114" MAX FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 6' MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approval AS eo■y!; ■og with the � Mates Ce4e 7 NOM 47�2 foo.nnIen Mta.. Date Product p1o4.4 I.C����� SF Mix Redikae FR NO MAME THIS NEST. Posol FX 8 Salina A CHANGE 'XI'OR Or AMOCO NAV<FROU TO Dt ADDAM HOR TYPES TOSO1.uTION. F. K: 1/2297 J.. L 829'07 1SIO TEMVOYAOYDANE A.•1?78 P.O. BQX15 B AFL St774 ANCHORAGE, CONFIGURATIONS Ar' ALUM. FRENCH DOOR & SIDE UTES, IMPACT RHO 8 • • 10 11005-1 Ibre B (/1yj} qA / a L y[2azk. P.E PE #9712 &ruches! TABLE 3. X DOORS TABLE 4. XX DOORS l TABLE 6.O SIDE LITE TABLE 6. XO & OX TABLE 7.O_ X0 , XXD OXX APPROVED ANCHOR TYPES: (ALSO X DCSOR OF XQ & � & OXXO 1.1/4' ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE 8 SUESTRATE A, 6, G 0 GlASB TYPES A, B, C, 0 GLASS TYPES ANCHOR TYPE & SUBSTRATE A B, C, D GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C• D 2,3, WOOD 1,2, CONC ANCHOR BU&STRA 2.3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC Z3, WOOD 11,2, COLS DOOR WIDTHS LOAD ZONES POOR WIDTHS LOAD ZONES WIDIH3 LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES '7C' -25.60 TO 37.50 ic co x EL - m x �u 70N - 47.7• TO 71.7• m 31 "O' - 10.76 TO 38.75 O O 7C' -25.50 TO 37.50 lu g� 0 0 e a 1 x x "X' -25.60 TO 37.60 70N - 47.75 TO 71.75 O O k" o x WIDTH x HT. WD1H x HT. WIDTH x HT. SIDE LITE WIDTH x HT. SIB LILE WO'TH x HT 25.50 x 79.76 83.75 87.75 91.76 95.75 5 2 7 4 2 3 47.75 x 78.7. 83.75 87.75 91.7. 96. • 4 3 8 4 2 3 10.76 x 79.75 83.75 87.75 91.76 95.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 • 95.75 4 2 • 4 2 4 2 4 2 4 2 • 10.75 x 79.75 83.75 87.76, 91.75 95.75 4 2 4 2 6 2 7 4 2 3 6 4 7 4 2 3 4 1 4 1 4 2 4 2 4 2 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 4 2 4 2 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 4 2 27.50 x 79.76 83.75 87.76 91.75 95.76 5 2 7 4 2 3 51.76 x 79.75 83/5 87.75 91.75 95.75 5 4 7 4 2 3 12.75 x 79.76 83.75 87.76 91.75 96.76 4 2 4 2 12.75 x 79.76 83.76 87.76 91.76 85.75 4 2 4 2 12.75 x 79.76 83.75 87.76 91.75 95.751 4 2 4 2 5 2 7 4 2 3 6 4 7 4 2 3 4 2 4 2 4 2 4 2 4 2 4 2 6 8 2 2 7 7 4 2 4 2 3 6 5 6 4 4 7 7 4 2 4 2 3 3 4 4 2 2 4 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 8 2 7 4 2 5 8 4 7 4 3 6 4 2 4 2 4 2 4 2 4 2 29.60 x 79.76 83.76 87.76 91.76 95.76 5 2 8 4 2 3 65.75 x 79.76 83.75 87.75 91.75 95.75 6 4 7 4 2 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.75 83.75/-4-T 87/5 91.75 957514 4 3 19.00 x 79.76, 83.76 87.75 91.75 95.75, 4 3 5 2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 4 4 24 2 6 2 8 4 2 6 5 4 7 4 2 3 4 2 4 2 4 3 4 2 4 3 6 2 8 4 2 5 6 4 7 4 3 5 4 2 4 2 4 3 4 2 4 2 4 2 4 2 4 3 4 2 6 2 8 4 2 6 6 4 8 4 3 6 4 2 4 2 3 4 3 4 2 31.50 x 79.75 83.75 87.75 91.75 95.76 5 2 8 4 2 3 5975 x 79.75 83.75 8775 91.75 95.75 5 6 8 4 2 3 21.75 x 79.76 83.75 8736 91.76 95.75 4 2 4 2 21.75 x 79.75 83.75 87.75 1-- 9135 9575 4 3 21.76 x 79.75 83.75 87.75 91.75 9575 4 3 4 2 8 2 8 4 2 5 5 5 8 4 2 3 4 2 4 2 4 3 4 3 4 2 6 2 8 4 2 6 8 5 8 4 3 5 4 2 4 2 4 3 6 3 4 2 4 3 4 2 6 2 8 4 2 5 6 5 8 4 3 6 5 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 8 3 4 2 B complying with Florida Date bar idin hi 7ao7 NOetig Dade nyr to M�lemyl ,Dade 1'mdnet /Co'v4o1 BDy I Si¢5 i. �J.9 a / 7 2 10 4 2 5 6 5 8 4 3 5 5 2 4 2 6 3 5 3 4 2 33.50 x 79.75 83.76 87.76 91.75 95/5 8 3 8 4 3 3 83.76 x 7935 8375 87.75 91.75 95.75 6 5 8 4 2 3 27.76 x 79.75 83.75 87/5 91.75 95.75 5 2 4 2 27.75 x 79.75 83.75 87.75 9175 95.75, 38.13 x 79.76 83.75 87.75 9175 95.76 5 3 27.75 x 79.76 83.76 8735 91.75 95.75 6 3 4 2 6 3 8 4 3 6 6 6 8 4 3 8 5 2 4 2 5 3 5 3 4 2 6 3 8 4 3 5 8 6 8 4 3 6 5 2 4 2 5 3 5 3 4 2 7 3 10 4 3 6 8 5 8 4 3 6 6 2 4 2 6 3 8 3 4 3 7 3 10 4 3 5 7 6 10 4 3 6 6 2 4 2 6 3 6 4 6 3 4 3 35.50 x 79.75 83.75 87.76 91.75 85.75 6 3 8 4 3 6 67.75 x 79.75 83.75 87.75 91.75 95.75 6 6 8 4 3 6 38.13 x 79.75 8375 87/5 91.75 95.75 6 3 4 3 38.13 x 79.75 83.76 87.76 9175 95.75 6 4 4 3 8 3 8 4 3 6 8 5 8 4 3 5 6 3 4 3 8 4 6 4 4 3 6 3 8 4 3 6 6 6 8 4 3 5 7 3 4 3 7 5 7 6 4 3 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 5 7 6 4 3 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 6 7-11 7 5 4 3 / 7 Y 1' ` �/ t, �/ "JJ r 37.50 x 79.75 83.75 8735 91.75 6 3 8 4 3 5 79.76 ° 75 6 6 8 4 3 6 d 38.75 x 79.75 6 3 4 3 38.75 x 79.75 83.75 87.75 91.75 95.75 6 4 4 31 4 3 4 3 4 3 4 3 36.76 x 79.75 8 4 4 3 8 3 8 4 3 5 6 5 9 4 83.75 6 3 4 3 8 4 83.76 8 4 4 3 7 3 10 4 3 5 5 9 87.75 7 3 4 3 7 5 87.75 7 5 4 3 7 3 10 4 3 5 91.75 7 6 10 4 3`-5 9135 7 3 4 3 7 5 91.75 7 6 4 3 95.75 7 3 10 4 3 6 95.75 7 8 10 4 3 5 95.75 7 3 4 3 7 5 85.75 7 6 4 3 Dyes Rsbisse F ANCHOR QUANTITY LOAD ZONE TABLES I l 2/` l L. Clark. 0112 P.E. Structural Rood* AK BYES? B NOt9IAY EVOS r. 070 TECHNOLOGY MOVE NOICO 0A, R.34275 P.O. 4 ALUM. FRENCH DOOR & SIDELITES, IMPACT Bs �FXBy F.K. ,* COT 222107 r A J.1 ADOWS0USBIWTABLE5TOTABFE4,�' CHAPASETABlE3-NEAOZONE 'D'itXY.UAat ADD TOMY,WORTYPE:t 627/07 Visibly a�nere fare F17101 NA m.e 9 0 10 mrwvvna 11005-1 B 2X WOOD BUCK NOTE 2 3.4 KSI MN. CONC. 1 3/8' MIN. 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8' 1/4' MAX SHIM MIN. WOOD ANCHOR ON —` STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1 3/8' TYPE 1 1 314' TYPE 2 1/4" MAX. SHIM CONC. ANCHOR NOTE 1 DOOR HEAD (CONC) 1114" TYPE 1 OR 2 (CMU) ( ) 1318° TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4' MAX SHIM 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 1 3/8" MIN. 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 SIDE LITE HEAD (CONC) EXT 1X WOOD BUCK NOTE2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 ♦ ♦ NOTE 1 DOOR JAMB (WOOD) 1.6 KSI MIN CMU OR 2X WOOD EXT. 3.4 KSI MIN. CONC. BUCK NOTE 2 1X WOOD BUCK NOTE 2 EXT. CONC. ANCHOR, NOTE I WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 1/4' TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (CONC) 1314' 1 3/4° TYPE 2 (CONC) MM. ED. 1.8 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 314" MIN. E.D. WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 1/4" MAX' SHIM 2X WOOD BUCK. NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 i--1/4' MAX 13/8' TYPE 1 13/4" TYPE 2 MIN. ED.� t3.4 KSI MIN. CONC. DOOR SILL (CONC) 1X WOOD BUCK. NOTE 2 1/4' MAX SHIM • 13/8' MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) n" '' ;"•a _ :vijry43/8' TYPE 1 3.4 KSI MIN. �:;� + r ^; :. _ 3 314' TYPE 2 CONC. , ; .. 't"i1 a..• ;7 i: 1-.-. 1 314' -►1 MIN. ED. SIDE LITE SILL (CONC) 1/4' MAX _ SHIM NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 318' MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4' SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as earap4.:tg with the Florida Dividing Cmle Date 0) / b'i 20b NOAH o7- ld,629. /O Miami Dade Product Control Hq GA/ 1.(b4N -L. Rem dil7e FJC tlfts a/3m 7baaaan NO CHAINS DOS &1gl. Poem EA FJC nor 311177 ammkac A SPEC TYPE 152E ELL ON CONC. CETMS. SPEC. TYPES &3C5 WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. Darallp GealadaT 821/07 1070 TECHNOLOGY DRIVE NOcOMS F134278 P.O. BOX153 N04OABS. R 34274 Pic," 1 ANCHORAGE DETAILS 1 ALUM. FRENCH DOOR & SIDE L1TES, IMPACT Osiatlasyt 50i01 Omit NTS Moat 10 s 10 11005 -1 B Florida Building Code Online ComiY7i riiity Affair" Page 1 of 5 BUS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BUS Site Map Links Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Application Detail FL8841 -R1 Revision 2007 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Steve Jasperson sjasperson@tttechnologies.us Exterior Doors Swinging Exterior Door Assemblies Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer bJ Evaluation Report - Hardcopy Received Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. 41 Validation Checklist - Hardcopy Received FL8841 R1 COI CERT OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Accepted Engineering Practice ASTM E1300 Year 2007 2004 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDquwve8GiaiJS... 11/21/2008 Florida Building Code Online Page 2 of 5 ASTM E1300 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 07/09/2008 07/14/2008 09/15/2008 Summary of Products FL # Model, Number or Name Description '8841.1 A. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) L - •f Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.1.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 B. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.2.pdf Created by Independent Third Party: Yes 8841.3 C. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.3.pdf Created by Independent Third Party: Yes 8841.4 D. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.4 for Design Pressure Ratings, any additional use limitations, installation Installation Instructions FL8841 R1 II INST 8841.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.4.pdf http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDquwve8GiaiJS... 11/21/2008 Florida Building Code Online Page 3 of 5 Instructions and product particulars. Created by Independent Third Party: Yes 8841.5 E. "Construction Series" 6'O x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (0)CXO Configuration)configurations up to 8'0 in height) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.5.pdf Created by Independent Third Party: Yes 8841.6 F. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.6.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE_EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.6.pdf Created by Independent Third Party: Yes 8841.7 G. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.7.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.7.pdf Created by Independent Third Party: Yes 8841.8 H. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.8.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.8.pdf Created by Independent Third Party: Yes 8841.9 I. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.9.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.9.pdf Created by Independent Third Party: Yes 8841,10 "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Installation Instructions FL8841 R1 II INST 8841.10.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports http: / /www. floridabuilding. org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDquwve8 GiaiJS... 11/21/2008 Florida Building Code Online Page 4 of 5 Other: See INST 8841.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.10.pdf Created by Independent Third Party: Yes 8841.11 k. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.11.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 RI. AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.11.pdf Created by Independent Third Party: Yes 8841.12 I. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1.II INST 8841.12.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.12.pdf Created by Independent Third Party: Yes 8841.13 M. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (0X0 Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.13.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.13.pdf Created by Independent Third Party: Yes 8841.14 N. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.14.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.14.pdf Created by Independent Third Party: Yes 8841.15 0. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.15 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.15.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.15.pdf Created by Independent Third Party: Yes 8841.16 P. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door in a Split Jamb Steel Frame - Inswing or Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL8841 R1 II INST 8841.16.odf http: / /www.floridabuilding. org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDquwve8 GiaiJS... 11/21/2008 Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.16.pdf Created by Independent Third Party: Yes 8841.17 Q. "Premium Series" 3'0 x TO "Impact" Steel Single Door in a Residential Hollow Metal Steel Frame - Inswing or Outswing (X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8841 R1 II INST 8841.17.pdf Verified By: Wendell W. Haney, P.E. 54158 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8841.17 for Design Pressure FL8841 R1 AE EQ- E84- 00- 04.pdf Ratings, any additional use limitations, installation FL8841 R1 AE eval 8841.17.pdf instructions and product particulars. Created by Independent Third Party: Yes Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: FEIM http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wG]EVXQwtDquwve8GiaiJS... 11/21/2008 THERMAflRU THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 TEL. (419)298-1740 "CONSTRUCTION SERIES" STEEL DOOR INSWING / OUTSWING 'IMPACT' GENERAL NOTES 7. This product has been evaluated and Is in compliance with the 2007 Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 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 'HVHZ this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 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. Outswing configurations using coastal outswing item #39 meet waterinfiltration requirements for"HVHZ". 8. Inswing configurations and outswkngg configuratioons using Item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to slit is less than 45 degrees." TABLE OF CON1 N1S METE DESCRIPiiON 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 3 Buck and frame anchoring -2X buck masonry construction 6 Frame whoring - IX buck masonry construction 7 Bill of Maters & Components t."'--- 3 MAX. OVERALL WIDTH = m 0 g e in'i I z 0 DATE: 4/24/08 SCAM N.T.S. DWG. B.* AL aS(. BY: WWI OWING NO FL- 8841.1 sir a as _2_ 36.00" MAX. DOOR PANEL WIDTH O2 i 8 119 D 40 DOOR PANEL COnS TUction series v 1.66° TOP RAIL EXTERIOR INTERIOR °HORIZONTAL CROSS SECTION OHINGE SOLE Cr) LATCH STILE r— 1.66" --1 OBOTTOM RAIL EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 IYo 4ii �I o m 0 z DATE: 4/24/08 =LE N.T.S. DNO. BY: AL ca. BYx WWII DRAWING NO.s FL- 8841.1 SHEET 2 0F� 3 O HORIZONTAL CROSS SECTION Inswing configuration INTERIOR 0 o @© mwag orp,,r,,„/„,„„,. O Ala ®O EXTERIOR 1 -1/4" MIN. EMB. (1W.) C)HORIZONTAL CROSS SECTION Shown w /lXsub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR C)HORIZONTAL CROSS SECTION Inswing configuration 0 zoo 1 -1/4" MIN. EMB. (1YP.) O O a y m N Z 0 N_ DATE. 4 24/08 SCALE. N.T.s. QM. BY: AL as BO WV/H DRAWING No: FL- 8841.1 SHIM' 3 OF 7 1" MIN. FROM 1 "MIN. FROM MASONRY EDGE - MASONRY EDGE —►► (TYP.) (TYP.) INTERIOR EXTERIOR 2 -1/2 "MIN. FROM MASONRY EDGE - (TiP.) 2 -1/2" MIN. FROM - MASONRY EDGE (TYP.) 0 0 INTERIOR / EXTERIOR 11 VERTICAL CROSS SECTION q Inswing configuration 2-1/T MIN. FROM �— MASONRY EDGE C)VERTICAL CROSS SECTION Inswing configuration' see general notes, sheet 1 for "HVHP Water infiltration requirements 2-1/2" MIN. FROM MASONRY EDGE —.-.-- (TYP-) 2-1/T MIN. FROM MASONRY EDGE 2-1/T MIN. FROM MASONRY EDGE --►� (TYP.) (TYP.) OVERTICAL CROSS SECTION 4 Outswing confirguration see general notes, sheet 1 for "HYHP' water infiltration requirements INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR z a 2-1/2" MN. FROM 2 -1 /2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) C) q 4 VERTICAL CROSS SECTION Outswing confirguration see general notes, sheet 1 for "HVHZ" water infiltration requirements 0 �o 0 n. is Y m u, z 0 to 0 z DATE: 4/24/08 SCAM N.T.S. DWG. er. AL aac. er: WWH DIMING Na: FL- 8841.1 SMITE' 4 OF J MASONRY OPENING 2X BUCK_\ TYP. HEAD & JAMBS SEE NOTE 1 BUCK ANCHORING STRIKE JAMB MASONRY OPENING FRAME 2X BUCK— \ t •ce • TYP. HEAD & JAMBS SEE NOTE 2 SEE NOTE 2 FRAME ANCHORING Masonry 2X buck construction NOTES: 1, 1/4" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. It Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 2. 1/4" 11W concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment 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. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws maybe required to ensure the maximum on center dimension is not exceeded. HINGE DETAIL HINGE JAMB LATCH & DEADBOLT DETAIL 0 ce a a O Z DATE 4/24/08 SCALE N.T.S. DNa BY: AL 0L BY: WWH DRAWING ND: FL- 8841.1 SHEET 5 oFZ • Sms STRIKE JAMB MASONRY OPENING �6 1 FRAME 1X BUCK • TYP. HEAD & JAMBS SE NOTE 1 SEE NOTE 1 SEE NOTE 1 a e FRAME ANCHORING Masonry 1X buck construction NOTES: 1. 1/4" IiW concrete screws anchoring frame and /or sill require a minimum 2-1/7 clearance to masonry edges, a 1 -1/4" minimum embedment 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. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. if Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, addiffonal Concrete screws 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 2 -5/8" clearance to masonry edges, a i -1/4" minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE JAMB SEE NOTE 1 LATCH & DEADBOLT DETAIL SEE NOTE 2 SEE NOTE 2 HINGE DETAIL moo: 0 a m DATE: 4/24/08 SCALE N.T.S. OW. BY: AL aa. Br: WWH DRAWW6 No.: FL- 8841.1 woo' 6 of 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCKSG> =0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4 " SHIM SPACE WOOD D 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4"11W CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL Fl 1/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2 -1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K #10X2" PFH WOOD SCREW STEEL L #10 X 2-1/2" PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER -STRIP (THERMA-TRU) FOAM 8 LONG REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 9 4" X 4" HINGE .097" MK. (THERMA -TRU) STEEL 10 #10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 11 #10 X I" PFH WOOD SCREW STEEL 17 KWIKSET TITAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB (4.656" X 1.25' THERMA -TRU, PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656" X 1.25" THERMA -TRU) SG >= 0.42 WOOD 21 KWIKSET TITAN 700 SERIES DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CONSTRUCTION SERIES DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 41 DOOR SKIN; 25GA. (.018" MN. Fy = 27,830 PSI MIN.) STEEL 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (BASF, 1.9Ibs. DENSITY) FOAM 4.56° 00 I-- 2.36" T HEAD 8 SIDE Jamb f 4.625° -I t 0 31 BUMP FACE THRESHOLD LOW PROFILE OSELF ADJUSTING SADDLE THREHOLD 4.60" MIN. 236" 0 39 HIGH WATER DAM THRESHOLD �o too 0 0 a z z 0 U, WE 4/24/08 acALE N.T.S. DWG. EN: AL caps. ay: WWH DRAWING NO. FL- 8841.1 MEE' 7 OF 7 Miami Shores Village uildin % epartment • 10150. NE2ad Avenue Miami Shores, Florida 33136 Tel:'(305) 79522&4 Fax: (3 65) 756.8972 PerOit Ne. - 481i.Name BUILDING CRITIQUE SHEET