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WS-10-2119REPALCE 2 DOUBLE DOOR 1 SINGLE DOOR REPAIR DAMAGE WOOD FLOOR AND PAINT KITCHEN. Passed r'q)- ` Inspector Comments C Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP - 155519 Permit Number: WS -11 -10 -2119 i Inspection Date: February 02, 2011 Inspector: Bruhn, Norman Owner: BELLINSON, JENNIFER Job Address: 9205 NE 4 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Building Department Comments February 02, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement amine Phone Number Parcel Number 1132060140230 Phone: (305)685 -0412 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) � � Phone # ( O / Z( Owner's Address 70 pe . 1 UC Tenant/Lessee Name Cit \k 5rkor� State I�J� Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: ,... Permit No.WSi 0 1`1 Master Permit No. Zip 3313 Phone # 1 City Miami Shores Village Count Miami -Dade Zip FOLIO / PARCEL # 11 31 0 401 Is Building Historically Designated YES NO Contractor's Company Name ,,C ��(� P Y � � ‘,0C- Phone # ( S �`i" 1" (i Zip 33t °t b k Phone # Contractor's Address City ,I\,1/4.(Ct` State Qualifier Name -A 1) - LJ W> State Certificate or Registration No.C4C- iZ-j C Architect/Engineer's Name (if applicable) Value of Work For this Permit $ /1/1190 t ° Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New 0 Repair/Replace ❑ Demolition tv3 (Z A- ) s Wig, Describe Work: Certificate of Competency No. L aic_ I ou Phone # ******** * * * * * * * * ** * * * * * * * * * * * * * * * *** F * ** *** * * * * * * ** * * * * * * ** * * *** ** ** Submittal Fee $O . V Permit Fee $ -[ Notary $ raining/Education Fee $ Scanning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 12 - 3 . CCF $ 3cj See Reverse side -* CO /CC Technology Fee $ Radon $ DPBR $ Zoning $ 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 and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this iCe day of , 20 , by= �QV1Vlt ,V 3Clin n, who is personally known to me or who has produced F— Dt-- identification and who did take an oath. NOTARY PUBLIC: NOT PUBLIC ST Te E OF FLORIDA D7 6 ����� ,,..••` E es: A , 2012 B nntu ATLANTIC BONDING CO,, WC, Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this (8 day of tV e J , 20 1 0 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NO ARY ' i4 - -STATE OF FLORIDA 1 olores Lo I - ; 1 76' 4s6 p s: -• • • .10, 2012 My Commission Expires: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I ZVt,O 1 L'S'• 236 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: G s3 qz tJ z PG 1b -3 10151 /3i 9y atic Interest in property: Name and address of fee simple titleholder. 123.01-52 FACE 4 5/08 4. Contractor's name and address: 0Qo1 t (jiC- 1 NG- (car 'riw FL 33 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Notary Public STA F FLORIDA 11 taEREBY 'rigtnal (1 . Persons within the state of Florida desi 9 y Hated b Owner upo? who m ?II 4 . °f 7� ✓' `oil r .. provided by Section 713.13(1Xa)7., Florida Statutes, Pir��" /''" I� Name and address: I OhIflfdfillf�I IIIII IfEIIl� C FN 2010R0813')38 OR Bk 27509 Ps 1019; (ips) RECORDED 12/03/2010 1 :40:22 HARVEY RUVIM► CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 2. Description of improvement: 12r ?'1or rr 3. Owner(s) name and address: Ten,8,;(-er rte/(. -1 92cr ME ¥Me ikk,`�i SLior Pt- T3(3 E( TIFYthatrn6Isdt • -e d Oily of the de o :olio WITNESS m in hand a 8. In addition to himself,. Owners designates the following person(s) to receive 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 is i year from the date of recording unless a d'+ erent date is specified) SQ-I■ - 10) ?D Signature o Owner Vi I � /, Print Owner's Nam {.l"l V je ( I/ nom . 1( Vi ' " Prepared by 090N1 11` 11...- Swom to and subscribed before 91e this . day of , 20 / .>I11, tYPUBLI -STATE Olt ,, FLORIDA Address: Print Notary's Name MOND ' u +r. CBONZUG130.101 My commission expires: (qa &tv t‘s g- Pt-331 Mean Roof Height DESIGN PRESSURES (P59 - Zone 4 10 15 20 Tributary Area (So Fl) 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' -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9' +41.$'' 16 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43.7 -47,3 +43.3 - 46.8 +42.9 46 5 +42.5! X62 ' +422 18 ft -52.4 - 51.1 -50.2 - 49.5 - 48.9 -48.4 -48.0 -47.7, -47.3 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 '-4$5 +45.3 49.1 +44.9 -48.7 +44:5 -48.4 +442: 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 ' +46.3 -50.1 +45.8 -49.7 +45.4 -49:4 +45,1 24 ft - 55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 - 51.0 +46,7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +522 -552 +50.8 -54.2 +49.8 -53.5 +49.1 - 52.9 +48,4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 51.1 +46,7 28 ft 57.5 +53.0 -56.1 +51.6 -55.1 +50.8 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48,5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 - 55.2 +50.6 -54.7 +50.1 -54.2 +49.8 -53.8 +492 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -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 +52.5 -56.7 +51.9 -56.2 +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 -81.1 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.8 +53.0 57.4 +52.5 -57.0 +52,1, 5 &6 +51'7: 44 ft -83.2 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 - 58.5 +53.5 -58.0 +53.9 57.5 +52.6 -57.1 +52.2 46 ft -63.8 +58.8 -62.3 +57.3 - 81.2 +56.2 -60.3 +55.3 -59.6 +54.6 - 59.0. +54.0 - 58:5 +53.5 -58.1 +53.1 ', -57.7 +52.7 48 ft -64.4 +58.4 -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 -582 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +57.2 -61.4 +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 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 - 59.6 +54.5 9 -59.2 +54.0 54 ft - 86.0 +60.8 -64.4 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 - 60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 -64.9 +59.7 53.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 - 61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft - 67.5 +622 -65.8 +60.6 -84.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (P5F) - Zone 5 10 15 20 Tributary Area • Ft 40 45 50 25 30 35 0 -15 ft -622 -59.8 -58.0 - 56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43,7 +43.1 +42.7 +42.3 +41.9 +41.6 18 ft -63.1 - 60.8 -58.8 -57.5 -56.3 - 55.4 54.8 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.8 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft - 66.1 +49.4 - 63.5 +48.1 - 81.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50,4 -64.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -602 +48.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 -68.7 -66.0 84.1 -62.6 -61.4 80.3 - 59.4 58.7 -58.0 24 ft +51.3 +49.9 +49.0 +482 +47.8 +47.1 +48.7 +46.3 +45.9 26 ft -69.8 +522 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1 - 62.4 +48.4 -61.4 +47:9' - 60.4 +47.5 59.8 +47:1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -66.2 ' +50.6 -64.6 +49.6 - 63.4 +49.2 -62.3 +48.7 -61,4 +48,2 -60.6 ( +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 - 87.1 +51.3 -65.6 +50.6 -643 - +49,9 -632 +49.4 -62.3 +489 ' -61.5 • +48.5 -60.7 +48.1 32 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52.0 -86.5 +51.3 '652 +50.6 64.1 : ' +50.9 - 63.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 ' +552 - 71.0 +53.7 -68.9 +52.7 ;- 673 +51.9 -66.0 ' +51:3 - 64.9 " +50.7 -64.0 +50.2 -831 +49.8 -62.4 +49.4 -74.8 -71.9 -69.8 -68.1 -68.5 -65.7 >7r -64.7 -83.9 -63.1 38 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.8 +54.0 -88.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 53.8 +50.6 AO ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 89.7 +53.7 -68.3 +53,0 -67.2 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 It -77.3 +577 -742 +562 -72.1 +55.1 -70.4 +54.3 - 69.0 +53.6 - 87.9 +53.0 - 68.9 +52.5 -86.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 -69.7 +54.1 - 68.5 +53.5 - 67.5 +53.0 - 86.6 +52.6 -65.8 +52.2 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 - 70.4 +54.6 -692 +54.0 - 68.2 +53.5 -87.3 +53.1 -66.5 +52.7 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 - 67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 - 70.4 +55.0 - 89.4 +54.6 58.5 +54.0 -67. +53.6 52 ft -80.8 +60.4 -77'6 +58.8 -75.4 +57.6 -73.6 +58.8 -722 +56.1 -71.0 +55.4 - 69.9 +54.9 - 69.0 +54.5 -68.2 +54.0 • •816 ' 8.3 0 42 0 72.8 -71.6 -70.5 - 69.6 -68.7 54 ft W11 W11 59 6 : +56.5 +55.9 +55.4 +54.9 +54.5 ft •82!I 61t 078.11 59" i 6.S +582 974.8 657, - .3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +822 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 11/22/2010 - 7:50pm DaumS F:103 Element•N 0 Loadlngl03 Calculators ASCE 7-051_FLB - ASCE 7-05 Pressure Charts (0-60) IN COLORdwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES C 8 3 r m REMARKS INIT ISSUE REVISE FOR 07 FBC • • • DRWN C CL FIiB • TSB FLT • •.• -• THIS DOCUMENT IS THE PROPERTY OF FRANK L BR4NAR90, PE AND SHALL NOT BE REPRODUCED N WHOLE OR PM/ WITHOUT WRITTEN CONSENT OF FRANK L " ALTERATIONS, ADDITIONS, HIGHLIGHTING, . . lEF6 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND 11 :171 d�.. I EXTERIOR ZONE 5 PRESSURES I ••• D/ E 04/16/06 02/'09 • • • • • Sat • •• •2,PNN• Ft.QI IDA BUILDING CODE • • • • ASCE 1 l -05, MRH = 0 - 60 FT DESIGN LOADS FOR • • • • • • • COMPONENTS & CLADDING • • • ••• • • • • • • • • • • • • • • • •• •• • • ••• • • WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRFSSURES. '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' MEAN 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 CONDITION. 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 FLATT'ERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL' PRESSURE COEFFICIENT (GCp1= +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECIONALITY FACTOR) 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 DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE S IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES a a ENGINEERING EXP E 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM CERT OF ACTH #9885 MRH =O -60' BASED ON Kd =0.85 I SEE TABLE NOTES FOR ALT Kd y PEAK ROOF HEIGHT EAN ROOF HEIGHT f 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD - 101" Outswing Aluminum French Door wI Sidelites APPROVAL DOCUMENT: Drawing No.11005 - 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 O)CXO.' fo�wer 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. • • • • NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•oiity, state anti• • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise ddtCd Wein.. • • • •. RENEWAL of this NOA shall be considered after a renewal application has been filed ait has been po 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 rrvisi},or change in the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endtifkirtent of,a'hr • . • • 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 I. Chanda, P. E. • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 - 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 2411.3.2.1 (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 FTL - 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 ASTME- 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 De f t • • "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 "pia Interlayer. for laminated glass ", expiring on 03/04/09. • • • • •' • • • • • • • F. STATEMENTS • • • •• • • • • •• • •• •••. 1. Statement letter of conformance and no financial interest, dated-107, sijgneci 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 • • •... \ Sian . LL4lAaa. 'shag I. Chanda, P.E. Product Control F,awminer 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/W LAMI NOM. (.4021 CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.4021 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. 7/18' LAMI NOM. (.4651 CONSISTING OF (1) UTE 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. (.4859 CONSISTING OF (1) LITE OF 3H8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° 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 X XO, OX, XXO, OOD OXQ AND OXXO. 4. ANCHORAGE: THE 331/3% 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. 8. 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, ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 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 Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. FJL Alt • F 7=7 JL EXTERIOR E - 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR sAFLEX/KEEPSArt IOIA;CAI�M : INT. - 3/16° HEAT STRENGTI IiND GLAITIS • • J1ar 621107 • • • • ADD •-`.& NOTE 1, MAO AGO 442 • • • • • • • • •• 1/2° GLASS BITE •• • • •• 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 fOrbline Roams B A • • • • AAlDAASS L • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iN7N ICOMOL FL sass po N TEO N$ O iVB P.O. BOX ICS NOM A 302 4 EXTERIOR 110111 1/2° GLASS BITE EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16° HEAT STRENGTHEND GLASS Visibly Bay w .485 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT Fotot 11X I �1 a 10 11005.1 I B NOA DRAWING MAP TOPIC Approval as complying with the Florida Broiling .r !$ Date C NOAH 07— Cr LT.y. q Miami Dale Product Coatrd o Y l sk w , I . k L Oa*. P.E PE WB/12 Structural SHEET GENERAL NOTES 1 CONFIGURATIONS...... - 1 GLAZING DETAILS ... 1 DESIGN PRESSURES 2 ELEVATIONS ........... 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 8 7' - 83 8 - 79 3/4" 87 3/4" 913/4" 8 - 95 3/4" 30 371/2" 6 71 3/4 t +75.0 O WIDTH L SIDE LITES WITH GLASS TYPES B, C OR D X WIDTH 2° 251/2" 27 1/2" 291/2" 2 31 1/2" 2 331/2" 351/2" 3° 371/2" SINGLE SIDE UTE 0 WIDTH - SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 361/8"1 +75.0 -75.0 38 3/4" +75.0 -75. a G E 36 3/4" +75.0 XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 4 63 3/4" 67 3/4" 6° 71 3/4" O WIDTH 10 3/4" 12 3/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" 6 - 79 3/4" +58.6 +54.9 +51.7 +49.0 +43,1 +38.1 +34.0 +75.0 +75.0 +72.4 +641 +52.9 +35.2 +34.0 -75.0 � 75.0 +75.0 -71.4 +75.0 74.9 -75.0 1+75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR ! SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (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 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 1 -64.5 •52.9 -352 -34.0 7 - 83 3/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 :61. 449 9 • • +352 +34.0 -75.0 -75.0 -75.0 -74.9 -75.0 +75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 +75.0 -75.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 -75.0 +75.0 -75.0 +75.0 • -68.§ +154 -34.0 +34.0 • - -75.0 -70.4 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.1 -17.8 -47.2 -352 Rood* Daft • • • • • • • • • +75.0 -75.0 +75.0 +67.6 +66.6 -75.0 1 +75.0 -75.0 1+75.0 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 GLASS TYPES A, B, C OR D +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 -34.0 +34.0 - • 41►• -75.0 -67.8 -66.6 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 +75.0 -75.0 +75.0 +64.2 +83.1 8 ° - 953/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.8 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 107D TECHNOLOGY DRIVE =coma FL MTh P.aBQxran NOXWBB, R 3 TO -75.0 -64.2 -63.1 -75.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 i 63.Oi +�.8i -35.2 +35.2 -52.4 -42.6 -34.4 -34.0 NOTES: PIG" ®1. GLASS TYPES: A. 3/8` LAMI (1/8" A, .090 PVB, 3/16' HS) 8.3/8° LAMI (1/8" HS, .090 PVB, 3/16° HS) C. 7/16° LAMI (3/18" A, .090 PVB, 3/18" HS) D. 7116° LAMI (3/16"1-15-090 PVB, 3/16° HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OXIXO 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 64 118° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -87.6 PSF EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85° HIGH DOUBLE DOOR WITH 381/2° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4° HIGH SINGLE DOOR WITH 26° 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 = +43.1 /-43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES n!c ALUM. FRENCH DOOR & SIDE LITES, IMPACT s F0101 Slug m+aiu 7 X 2 - 10 11005.1 aw B Approved on wrapping with the Flori L 1 Cod '1 NOAd Miami Dade Product ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •• • • • • • • • • • • • • • •• •• • • • 143 3/4' MAX. 383/4' SEENOTE3 38 314' MAX I MAX. MX (TYF , E� O m' / ( / lE \ XACT \. ` ® / ./ Er X INACT. / r O 73 1i2°MAX. - - - - -- F• 16 3/0' 108 ° MAX ° MAX —+-SEE NOTE MAX SEE NOTE 4 OX OR XO 371 /2° MAX. A -, 843/8° MAX DLO TYP. 85 3/4" MAX. HT. TYP. SEE NOTE 4—' A ••• ••• • • A.-- NOTES: — • • • • • • • 0 1. FOR ANCHORAGE DETAILS SACET§ 8 1:HR$UgH r1.: • • 2. FOR HORIZONTAL AND VERTICAL•SIECTI3N6 SEE SHEET94 Mt& 5. OXO SEE NOTE 4 36 3/4° MAX. 33 5 /8" MAX. DLO (TYP.) 3. SIDE LITES OVERLAP 7C' AND 90C DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO', 'OX','OXO' 7000', 'OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2). 5. CLEAR OPENING FOR ' AND u DOORS AS FOLLOWS: i n DOORS: WIDTH - 5.848) ('XX' DOOR = DOOR WIDTH/2 -4.079) SEE NOTE 4 85 3/4" MAX. ® (TYP ) 84 3/8" MAX � DLO (TYP.) OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH 7C = DOOR WIDTH - 1215/16' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8° SEE NOTE 4 a; V: mac..: .::.1,ieg •e ith the Ale.thoo ‘ PC.T 19 7G% 4° C xst* We tta.aBR • a • • • • • Redskas • • • • • • • • • Oft Raga= FA WM' El Raeder WNW A Taim � l eF ,see a aveket ec ese PJC 2P12/07 J.J. B/Z1/07 • • • •• • 1070 T&'20VOLOOYDRIVE NOWOA, FL 3a75 P.O, BOX MX tracohed, R 8427 P' Visibly Beu ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 NTS 3 e 10 11005-1 I B Robert if/. . P. E PE #39712 Smweel ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • •• • • • ••• • • • • • • • • • • • • • •• •• o HIR - 000 • EXTERIOR C 0 C m Doe Nog WWI Oft NNW rdkax B A OaaW FJC FJC Bow* WC FJC 727107 MAX DLO MAX. DOOR HEIGHT INTERIOR CI I I •• ••• - -i_..- • • • •• DOOR SECT. A A VERTC L • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ND•r wee TF. E • • • •• •• • • • ••• • • SHOW DOUBLE HOLLOW HEA 12SW K NAT GOWN ASSEMBLY Me J.J. 21127 ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• • •• • • • ••• • • SL SECT. B-B VERTICAL 1W0782NNO.00Y0NWE NOKOMIS FL MI P.O. BOX 1129 NOKOMIS, FL WM PdT Vtribb' Bemrr EXAMPLE ELEVATIONS SL VIEW G-G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE LITES, IMPACT ealsailltde Approved OS complying with the Date thr zoo NOA# Miami Bade Predate Control By leLa9 � . Lt L 86uahael MAX. SL WIDTH • • • •• [ILO •• • • • • • • • DLO • • SL SECT E -E HORIZ. (DOOR W/ SIDE LITE) • ••• • • ••• ••• SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 8 2 • • FOR APPLICABILITY 7C SECT. HORIZ. MAX. SL WIDTH L. MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR APP+oeed as emptying with the Florida Date _ tr Codg er ROM Miami Dade Product / Control / �Dlr Is�i. 1• (,/ 4J . Oxide, Ms AK B%•97 • • • ■ • • • • • • • • • • • • • • • • • •• ADD IaR Was U(E'TaIIIA011EPABI ARSIDEL1670 SECT RP AssaBF bow PA BMW F FC � Rodeos B 2nata A amine Br 521 ltnB 7ECIBM AOYL9BVE MayaLW FL 342T8 P.O. BQX 1629 NOKOMIS, FL 34274 P T2d61� Berm VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES. IMPACT talabblth nave one 1l�T I b d JO 11005-1 I B 21 Robot L P.E. PE W9712 Sm,chual ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • ••• • • PGT# 943B 60411 1010 60300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 998 70996 952A 6533016 11000 611000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 60300 6608 66608M 1140 78X112PSATS 1048 71048 930 1118 7070 910D 911E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 983B 9848 1213 929 1139 982 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 679246 41720 76X12FPAW 7P30GG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 930 931 1118 957 1118 6R180FS • 41721 7FRSPX 710X34PFA • 70957X 710X34PFA • #'L • ••• • ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 26 27 30 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 •aaaetr FJC DESCRIPTION FRAME HEAD WSTP.,0 -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #832 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOWED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOWED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.650, 8061 -T5 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10X.625 PH. FL SMS TRUSS CLAMP 5/16-18 THREADED ROD 5/16-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 48 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #8 X .500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL SMS RUBBER/SLEEVE ,APT &K h►S §Y. • • • � • TRIK L R DEADBGLTUTRIKEDPLATS • • !S Fie iNST T• C•P L) 0 )rISU PH Ft. STA - HANDLE STRIKE PLATE Oar 821/07 #10X.750 PH FL SMS ••• • • • • • • • • • • NO • • • •• • • • •• • • • • • • • • • • Rearlex FJC F.K • • AODREAI1030E4DBOLT .u®I1' ONLY•M/•8141. • 1070 TECHNOLOGY WINE R 8478 P.0. 7819 R 3W4 ITEM 60 62 63 64 65 68 67 70 71 72 73 92 93 94 95 98 97 712653K 71287K DWG # PGT# DESCRIPTION 920D SIDELRE HEADER 61 69200 6921 916B 60381 SIDELITE JAMB 1155 7BI PQA #8 X1.000 QUAD PN. SMS 998 7998 HEAD GASKETS (STOCKING #70998) 999 7899 SILL GASKETS (STOCKING #70999) 934A 61641M SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTLING BLOCK, 3/32" X1/4" X1" W /PSA SETTING BLOCK, 1/18' X1/2" X1" W/PSA 4222A 84222 BEAD, 7/1M 988 6988 BEAD, 3/8° 988 84988 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 921D SIDELITE SILL GLASS, 3/8" LAMI -1/8" A, .90 PVB, 3/16" HS GLASS, 3/8° LAMI - 1/8° HS, .90 PVB, 3/16° HS GLASS, 7/16" LAMI - 3/16° A, .90 PVB, 3/16" HS 98 GLASS, 7/16° LAMI - 3/16" HS, .90 PVB, 3/16° HS 102 11008A 141106A 103 OFF -THE SHELF 17 Better DEAD BOLT LOCK .504-1 �-- f 360 .055 — �11+ 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 2.750 —J IJ .650 1 I � 255 J 0 TUBE MULL 6063 -T5 ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) Mood 1.41 fier 911807 Oak 81407 2122/87 Aaaam B •rldme A JJ- •• •• P T PARTS LIST AL UM. FRENCH DOOR & SIDE UTES, IMPACT F0101 112x • I B a 10 I �� 11005-1 I B Approved ac cmmpiyiaa with the Florida ButAn Code Miami Dad, Product Bata o NOAe0 —e62Q• o_- t:onua B1 4.14 I. Z ; / 1 L Clark P.E. PE 039712 60nuaael oikv • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.400 FJC T 1.272 DOOR PANEL TOP & BOTTOM RAIL 8083 -75 3. 3.000 1 FRAME HEAD 6083 -T8 .050 .079 3.000 11 OUTSWING THRESHOLD 8083 -76 3.111 .550 050 T FILLER HEAD ADAPTER 6083 -76 J 4.100 1.479 1.7 mo{ 1.750 �{ x 1.750 1 DOOR PANEL SIDE RAIL 8083 -T5 8.085 4.728 • • • • • • • • • •• • • • • • • -w• • • • • • • • ••• •• • • • •• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• 4.100 1.500 n I l F ii .750 TRUSS CLAMP 8083 -75 IM4.1 A ADD DDOGR' i • MUNI0A EDINATOIEM90. 3L N.45&6 Credal D nes 7J22/07 .LL 62667 DOOR PANEL INTERIOR ASTRAGAL 8083 -T5 1--I f- --.558 883 x .050 � - 3.100 - 60 SL HEADER •. 8083 ' 76 • • • • • • • • • 3/8° GLAZING BEAD 6063 -T5 .750 61 SL SILL 808348 4.875 .883 L I - •525 .050 4.588 1 5.212 4.100 4.728 DOOR PANEL 45 EXTERIOR ASTRAGAL 8083 -T5 7 , 1 7/18' GLAZING BEAD 8083 -T5 EXTRUSION PROFILES asbefede Oa* Fafel 112X 1.4801 x-.050 62 SL JAMB 8083 -T8 830 2.980 SL JAMB 66 ADAPTER 6083 -T8 mote 7 e 10 11005=1 C DOOR FRAME. JAMB 6083.78 - 1 .57 9 ; .050 3.000 ALUM. FRENCH DOOR & SIDE LITES, IMPACT B .050 250 I- 3T WEATHER STRIP CHANNEL 8083 -T5 2.125 L_ 32 HINGE 8083 -T5 1.820 0.375 .125 Approved at complying with the Florida /Daft Cade Date oc-7 1.e 74:47 NOM n7 -64 2 f. �P Maud Dade Product CoMmd e, 17UaA I. C/44Ne1G ' L Gaik. P.E. PE 630712 structural HEAD ZONE "C" I I___ SILL ZONE "C" SEE TABLE 3.. SHT. 9 y 1-ZONE "F"� N I � °F°� O SILL E-I SEE TABLE 7., SHT. 9 °E° I HEAD HEAD ZOD "hZNE i • xx I_ SILL SILL ZONE "D ° ZONE "D " SEE TABLE 4., SHT. 9 < XXOOR V OXX SILL I__ SILL SILL I ZONE "D " ZONE "F"I -1 SEE TABLE 7., SHT. 9 HEAD I ZONE 'V I N O 1 — SILL ZONE "E" SEE TABLE 5.. SHT. 9 HEAD HEAD HEAD ZONE "P — t -ZMIE t � I ZONE D "D "t ZONE I / XO OR N OX I_ ZONE "D" t ZONE "E' SEE TABLE 8.. SHT. 9 HEAD f ZONE "P ZONE _t I ILL - - 11 } Z E ' ZONE "P' ZONE "F"�Z ENE 1 SEE TABLE 7., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. ! z 0 m PLUS; B. 71 314 "x83 3/4 ")0( DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 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. Approri i e1 tamp': mg with the Florida [Wallas Cast Date e›Cr 1g Loo7 NOM 4 Z9. Mlami Dade Product Coatroi o(». I. ( • • • • • • • • • • • • ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. NOTES: 71 3/4"W 70(' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPhARE: • 3. 144 eI.CI) TZP(h •2 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ONSR4CWNG fOL1LOWS 3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL) :131/4" MSC FRcMCORNERS AND 23 t/8.'O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE UTES: 8° MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUAij 1ES FINS THE QONFIGUR4T4OWDVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Oft ee R,tr"m • • • • • • • • • • • • • • • • • fioweleF Rex — Rseblele JJ. Roved Daft FIG P/lw? FIE MOO DMINOlir Deg FJC 2/11107 B • • • • • • • • • • 1078 TECHNOLOGY DRIVE eleleNGE 110lleffE T.. • • • • • • • NOKOlee, FL 34278 TD AMIOR FRM/OWOW. ADDIM,'KOR TOMS P.O. BQX 76211 =NOM FL3 274 P T ANCHORAGE, CONFIGURATIONS � — ALUM. FRENCH DOOR & SIDE LITES, IMPACT lIbibly Better sassettett I NTS 8 . 10 1�� 110�1 IB j �( lark. F E. PE 019712 Struehael ••• • • • • ••• • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • JAMB ZONE 'A" JAMB ZONE "B" JAMB ZONE °A" JAMB ZONE '13" JAMB ZONE "A" / \ I JAMB ZONE W OXXO •JAMB c t . \` i , / i .. .. .. .. .... .. .. HEAD ZONE "C" I I___ SILL ZONE "C" SEE TABLE 3.. SHT. 9 y 1-ZONE "F"� N I � °F°� O SILL E-I SEE TABLE 7., SHT. 9 °E° I HEAD HEAD ZOD "hZNE i • xx I_ SILL SILL ZONE "D ° ZONE "D " SEE TABLE 4., SHT. 9 < XXOOR V OXX SILL I__ SILL SILL I ZONE "D " ZONE "F"I -1 SEE TABLE 7., SHT. 9 HEAD I ZONE 'V I N O 1 — SILL ZONE "E" SEE TABLE 5.. SHT. 9 HEAD HEAD HEAD ZONE "P — t -ZMIE t � I ZONE D "D "t ZONE I / XO OR N OX I_ ZONE "D" t ZONE "E' SEE TABLE 8.. SHT. 9 HEAD f ZONE "P ZONE _t I ILL - - 11 } Z E ' ZONE "P' ZONE "F"�Z ENE 1 SEE TABLE 7., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. ! z 0 m PLUS; B. 71 314 "x83 3/4 ")0( DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 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. Approri i e1 tamp': mg with the Florida [Wallas Cast Date e›Cr 1g Loo7 NOM 4 Z9. Mlami Dade Product Coatroi o(». I. ( • • • • • • • • • • • • ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. NOTES: 71 3/4"W 70(' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPhARE: • 3. 144 eI.CI) TZP(h •2 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ONSR4CWNG fOL1LOWS 3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL) :131/4" MSC FRcMCORNERS AND 23 t/8.'O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE UTES: 8° MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUAij 1ES FINS THE QONFIGUR4T4OWDVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Oft ee R,tr"m • • • • • • • • • • • • • • • • • fioweleF Rex — Rseblele JJ. Roved Daft FIG P/lw? FIE MOO DMINOlir Deg FJC 2/11107 B • • • • • • • • • • 1078 TECHNOLOGY DRIVE eleleNGE 110lleffE T.. • • • • • • • NOKOlee, FL 34278 TD AMIOR FRM/OWOW. ADDIM,'KOR TOMS P.O. BQX 76211 =NOM FL3 274 P T ANCHORAGE, CONFIGURATIONS � — ALUM. FRENCH DOOR & SIDE LITES, IMPACT lIbibly Better sassettett I NTS 8 . 10 1�� 110�1 IB j �( lark. F E. PE 019712 Struehael ••• • • • • ••• • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • JAMB ZONE 'A" JAMB ZONE "B" JAMB ZONE °A" JAMB ZONE '13" JAMB ZONE "A" WIDTH x HT. 26.60 x 79.76 83.76 87.75 91.75 95.75 27.50 x 79.75 83.76 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.76 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.60 x 79.76 83.75 87.75 91.75 95.75 Rend L0 O! 8 7 7 7 2.3 6 5 5 5 6 5 5 5 6 8 5 5 6 6 6 5 6 6 8 7 8 6 6 7 7 6 6 8 7 7 6 TABLE 3. GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X"- 25.50 TO 37.60 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Arm BF FJL yaw DOORS A. B, C. 8 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 10 10 7 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 10 4 4 4 4 4 4 4 4 4 4 4 4 • WOOD 1,Z, LOAD ZONES a • RnadSA [Dec KmAtax FJC OMNI A FJC � J.L tree CONC • 3 3 3 3 3 3 3 3 6 5 3 3 5 5 5 3 5 5 5 5 3 5 5 6 5 5 5 5 3r TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE POOR WIDTHS IOC - 4775 TO 71.75 t. 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 6 5 5 5 8• :5 6• • 4 S 5 5 5 5 6 5 b 8 5 5 5 8 6 5 WID1H x H7. 47.75 x 79.76 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.76 65.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 5 87.76 6 91.76 6 95.75 6 83.75 x 79.75 5 83.75 8 87.75 8 91.75 8 95.75 7 87.75 x 79.75 6 83.75 8 87.75 6 • • • 8 w 9613 71.76!c 7 -. • 4 6 • ••• 8 • 87.76 8 5 91.75 7 6 • • 95.7 8 7 • • • • • • • • A, B. C. LOAD ZONES a 6 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 9 04 9 4 10 4 10 4 2,3. WOOD 1 D 2 CONC m '4 1 Odi d ig 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 • 3 . 3 3 3 2 3 3 3 3 3 3 3 3 3 5 3 3 3 5 5 3 3 5 5 5 3 5 6 5 3 5 3 5 3 5 3 5 ©f 3 5 a 5 5 1.1.5• • • • • • • • • • • • • • N9WC 1NEQO£r. • • • • • • • ADJgus°USEQITABCE•ro*•.E4.•bl waA a vsia mataraor 'D 7O WWI TE ADO 7DANOfORTYPES TABLE 6.0 SIDE LITE D 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 a6 5 5 • 5 • • •-• • 3 3 3 3 3 3 3 3 3 3 3 3 3 GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O" • 10.76 TO 38.75 WIDTH x HT 10.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 12.75 x 79.76 4 83.76 4 87.75 4 91.75 4 95.75 4 19.00 x 79.75 83.75 87.75 91.75 95.75 21.76 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.76 87.76 91.75 95.76 36.13 x 79.75 83.76 87.75 91.75 95.75 38.75 x 79.76 83.76 87.75 91.76 • 95.76 2.3. W00DI 1,2, CONC m 4 4 4 4 4 4 4 4 5 5 5 5 5 6 6 A, B, C, LOAD ZONES 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 3 6 3 7 3 7 3 7 3 6 3 6 3 7 3 7 3 7 3 1070 TECFSVOLOOY0RIVE NOKOLIM, FL 34275 P.O. Bqx 1529 NOKOMIS, FL 3Q74 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 TABLE 6. XO & OX GLASS TYPES A, B, ANCHOR TYPE & SUBSTRATE 2,3, WOOD DOOR WIDTHS "7(" - 25.50 TO 37.50 SIDE LTE WDTH X HT. Pc �T v * Eemar LOAD 10.75 x 79.75 4 2 83.75 4 2 5 0 87.764 2 ; 91.754 2 8 95.75 4 2 12.75 x 79.75 4 2 2 83.75 4 2 ' 87.75 4 2 pp 91.754 2 95.75 4 2 2 19.00 x 79.75 4 3 83.754 3 y 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 O O 83.75 4 3 87.75 4 3 i t 91.76 5 3 95.755 3 w 27.76 x 79.75 5 3 S 83.75 5 3 87.75 5 3 91.75 8 3 95.75 6 3 38.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 38.75 x 79.75 6 4 83.75 8 4 87.75 7 5 91.75 7 5 95.75 7 5 ANCHOR C. D 1,2, CONC ZONES k• I' 1. O O X 4 2 4 2 4 2 y 42 8 4 2 K 4 2 2 4 2 .4 4 2 m 42 FQ- 4 2 a 4 2 4 2 W 4 2 E 4 2 4 2 g 4 2 O O 4 2 g 42 w 4 2 4 2 5 4 2 4 2 zz 4 2 a 4 3 4 3 r 4 3 4 3 C 4 3 ff 4 3 C 4 3 5 4 3 4 3 4 3 4 3 I 4 3 QUANTITY TABLE 7. M3, L( O & OXXO GLASS TYPES A B, ANCHOR & SUBSTRATE 2,3, WOOD DOOR WIDTHS "D( 25.50 TO 37.50 83.76 4 87.75 4 91.75 5 95.75 5 87.76 7 5 LOAD ")O( - 47.76 TO 71.75 SIDE LTT WIDTH X HL O 0 x 10.76 x 79.75 4 2 83.76 4 2 87.75 4 2 0 91.76 4 2 95.75 4 2 IX 12.75 x 79.75 4 2 83.75 4 2 87.76 4 2 Z 91. 7 95.75 75 $ 4 2 2 19.00 x 79.75 4 3 83.75 4 3 C{ 87.75 4 3 Z 91.76 4 3 N 95.75 4 3 C1 21.75 x 79.75 4 3 M 3 0 O 3 44 27.75 x 79.76 5 3 9 83.75 5 3 p. 87.76 5 3 53 91.75 8 3 g 95.75 6 3 co 3 3 38.13 x 79.75 6 4 83.75 6 4 ; y" 91.75 7 5 95.75 7 5 = 38.75 x 79.75 8 4 83.75 6 4 87.75 7 5 5 91.75 7 5 95.75 7 5 C, D 1,2, CONC ZONES Cu la 4 4 4 2 4 4 OXX 2 3 3 I` O. O x x 4 2 4 2 4 2 4 2 g 4 2 K 4 2 C 4 2 w 4 2 CO 4 2 4 2 u. 4 2 4 2 Z 4 2 fa 4 2 tl 4 2 g 4 2 2 4 2 K 0 4 2 41 4 2 4 2 Fin 4 2 C 4 3 € 4 3 Y 4 3 g 4 3 4 3 4 3 Z 4 3 m 4 3 4 3 4 3 LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDELITES, IMPACT aeewm mwr _ nuie•Na P0101 NA 9 d 10 11005 -1 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4' ELCO S54 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. APPevved as "'m a d?g MTh the Florida Ba Cude Date NOAO a rr net Mr6�md Dads Contrai es I U k, Clack, P.E 039712 Stnmhaal • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • 1 3/8" MIN. 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. DOOR HEAD (WOOD) 1 3/8" 1 /4 " MAX SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3 NOTE 1 1X WOOD BUCK, NOTE 2 1/4* MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE2 1/4" MAX ' SHIM - 1 3/4° I MIN E.D. 1 3/4" MIN E.1 DOOR HEAD (CONC) 1/4" MAX SHIM %. • 1 sl yy MIN. E.D. ,.:. 1.5 KSI MIN CMU OR DOOR JAMB (CONC) CONC. ANCHOR, NOTE 1 1 3/8" TYPE 1 13/4 " TYPE 2 1/4" MAX SHIM CONC. ANCHOR NOTE 1 1 MIN. E.D. NOTE 3 r1/4" MAX 1 3/8" TYPE 1 13/4" TYPE 2 c.: r.•4 2X WOOD BUCK, NOTE 2 3.4 K81 MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) 13/8 "TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1 318" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, 2X WOOD EXT. NOTE 1 1/4" MAX SHIM 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 1X WOOD EXT BUCK NOTE 2 1/4" MAX SHIM v �� SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4° TYPE 2 (CONC) 1 3/4" MIN. ED. 1/4" MAX SHIM 1 . 3/8° TYPE 1 3A KSI MIN. i'� :.:;; 3/4" TYPE 2 2X WOOD BUCK NOTE 2 IN. E.D. 2X WOOD BUCK NOTE 2 I� 13/4 _., m1 3/4" I+— 3.4 KSI MIN. CONC. CONC. ;,, °, ".:: :r ;':' '.� •: DOOR SILL (WOOD) DOOR SILL (GONG) SIDE LITE SILL (WOOD) MIN. ED. t SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2 . THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) tL(S'Q4S �RE}�FL X JSN RS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE If _ 1�" l TIC WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS AUTHORITY ARE U CK ?Aril ER INS 112/8 I$rO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 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 15 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 15 WOOD, 30# FELT PAPER OR MASTIC 15 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • ••• • • ••• ••• 1/4" MAX SHIM CONC. ANCHOR NOTE 1 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 13/4° MIN. E.D. Approved as aeopt.:;t; nid, the Florida Binding Co le Date n cT /S, 200 �l Product Control fo rY LI I . (L ..tiff 1 3/8" TYPE 1 1 3/4" TYPE 2 Rose* Drhs Rotates 0 FJC MEW rae.crc FA aM;4W A om,e> Doe ttukaddie DY. FJG 222107 J.S 821)87 • • • • • • • • • • • • • • • • • •••••••• qua NIVISEMSSHEET. • • • SPESIIYPE 1 a•9aB660NCa r. DEINSMOSPEO. TYPES aspiWOOD DMA= ADD ANCHOR TYPES TONOTE1. •• •• ••• TEMINOLOGY DRIVE =COMA FL SODS P.C. BOX 1023 NOKOMrS, FL 34274 PGT YMdbly Better ANCHORAGE DETAILS 7- ALUM. FRENCH DOOR & SIDE LITES, IMPACT Bakeasae sore sere F0101 la 10 d 10 I t" -2IA 110051 Noe B 06 RobeH I- Clark, P.E. PE #39712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • •