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FW-09-76 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 23, 2009 Inspector: Bruhn, Norman Owner: PEDROSO, TOMAS Job Address: 510 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL IN FENCE INC Permit Type: Fence/Wall Inspection Type: Final Work Classification: Wire Fence Phone Number Parcel Number 1132060140830 Building Department Comments Passed /yjy ��0� u/ld Failed Correction Needed Re- lnspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc February 20, 2009 Page 4 of 26 alaa�i Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Permit No. V\ 777" 7,77 ro p y • B Y: Master Permit No. Zip Electrical Plumbing Mechanical Roofing eiviZteM/1 Own rs Address 40 iJu 9% S r City vi..AAR1AA kS\A.0 r -5 State �L Tenant/Lessee Name t1 le( Phone # Zip 33t2 ? Phone # Job Address (where the work is being done) 4® AJ6 9 5 -r City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11- .Y2,C o - 013 Is Building Historically Designated YES NO Contractor's Company Name ��(. < i°104 Contractor's Address '17.7)-0 Stk.) 3D City POI 1 Li u, 0 d State. (, Zip n1 2 Qualifier Name ( p—tk y..e,O Op 0 j LASIT Phone # °ISM(, -)gZ'14 15 State Certificate or Registration No. Cfc\ CO 1 179 0 Certificate of Competency No. 33),58 Phone # ctSktl- crt 4.4, 1 7 z-13 3 Architect/Engineer's Name (if applicable) 412601 b a &ctO Phone # RSA( 354 )(O(CO Value of Work. For this Permit $ ,aq C7.1 CAD Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration f New [4epair/Replace la Describe Work: ❑ Demolition I JAN L. Submittal Fee $ no -co Permit Fee $ ` • (X) CCF $ 11 '40 CO /CC Notary $ Training/Education Fee $ -WO Technology Fee $ 3.-90 Scanning-$; 1 P • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ . Double Fee $ a� Structural Review. $ Total Fee Now Due $ 523 • 45 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 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 reinspection fee will be charged S "id' , t , Signaiu �� i ,, „ Signature ir, ` Owner or_ Agcnt , Contractor The foregoing insiriument was acknowledged before me this 14 The foregoing instrument was acknowledged before me this I day of J OP , 2009 , by .fill yAbe_ -1. ett► W e v' , day of ., , 2 , by LOcil NQ 1 . 16.),04.-T-,- L)1 J who is personally known to me or who has . produced w who is personally known to me or who has produced As identification and who did i. AO pah. as identification and who did take an oath. NOTARY PUBLIC • QQ°a Q, il. ' NOTARY PUBLIC: Sign: � G S da Sign: Print: Print: My Commission Expires: , My Commission APPLICATION APPROVED BY: (Revised 02/08/06) ✓sue / 0.09 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT . A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST • PERMIT NO. 09 - 1-3 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. TAX FOLIO NO. 11 -5 •0t3 • 09 319 111111111111111111111111111111111111111111111 CFN 2009R01357894- OR Bk 26730 Ps 1881; Ilps: RECORDED 01t27/2009 09:5S:59 HARVEY RUVINt CLERK OF COURT f1IAMI -DALE COUNTY► FLORIDA LAST PAGE 1. Legal description of property and street / address: C7 S ST t M e25 2. ppescription of improvement: W.) Actu--1S O UF) d 7 3. Owner(s) a nag: and a n` res fi v s: Interest in property: ,pct FHA Name and address of fee simple titiehoifi fda Home Improvement Assoc. z "l0 SW 3 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, Name and Address: Amount of bond $ 6. Lender's name and address: 7h FLORIDA, COU Y CERTIFY that th WITNESS my atx an of the 7. Persons within the state of Florida designated by Owner up provided by Section 713.13(1Xa)7., Florida Statutes. Name and Address: • o i o «� o o err ;% men s may be sewed as 8. In addition to himself, Owners designates the following person(s) to recei(e 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 1 1+ear from the date of recording unless a different date is specified) t Signature tf Owner L " Print OwMer's Name, £tile e. 6611,2i Prepared by I Sworn to and subscribed before me this N day of 3 ,20 ®9 - Notary Public: Print Notary's Name: My commission expires: Address: FHA Florida Home - Improvement Assoc, ZOO SW 30th Ave. Hollywood, FL 33312 05/22/2007 - 10:19am Jactynr F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -02LFLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONEA PRESSURES CEXTE RIOR ZONE 5 PRESSURES Mean Roof J4e19h1, DESIGN- PRESSURE - one - 10 15 20 Tributary Area 'Sq Ft) 40 45 50 25 30 36 / L 15 ft -50.4 +46.5 - 492 45.2 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 -46.2 +42.3 -45.9 +41.9 .45.5 +41.6 1 ft 5 . +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 -46.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 - 50.2 +46,1 - 49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 ; -47.3 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 - 51.3 +47.1 -50.6 +46.4 - 50.0 +45.8 - 49.5 +45.3 -49.1 +44.9 - 48.7 +44.5 -48.4 =. +44,2 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 +52,2 -55.2 +50.8 -542 +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 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50,6 -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 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 -58.7 +52.0 -55.9 +51,3 - 55.2 +50.6 -54.7 +50.1 -542 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 - 56.6 +51.9 -55.9 +51,3 -55.4 +50.7 -54.9 +50.2 -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 +56.5 -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 526 +57.7 -81.1 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 -56.6 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -80.6 +55.7 -59.7 +54.8 -59.1 +54.1 58.5 +53.5 -58.0 +53.0 -57.5 +52.6 - 57.1 +52.2 48 ft -63.8 +58.8 -62.3 +57.3 512 +562 -60.3 +55.3 59.8 +54.6 -59.0 +54.0 -58.5 +53,5 -58.1 :+53.1, -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +58.7 -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 - 84.9 +59.9 - 63.4 +58.3 -62.2 +572 -81.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 ' -59.1 +54.0 -58.7 +53.6 52 ft -85.5 +80.4 -63.9 +58.5 52.8 +57.6 -61.9 +56.8 51.2 +56.1 - 60.6 +55.4 -60.0 +54.9 - 59.6 +54.5 -59.2 +54.0 54 ft -68.0 +60.8 - 64.4 +59.2 -63.3 +58,1 -62.4 +572 -61.7 +56.5 51.0 +55.9 50.5 +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 -61.5 +56.3 - 81.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 +822 - 65.8 +60.5 -64.7 +59,4 - 83.8 +58.5 - 83.0 +57.8 - 62.4 +57.1 -81.9 +56.6 -81.4 +56.1 51.0 +55.7 8 3 r REMARKS INIT ISSUE DRWN CL CHKD FLB Mean Roof �, ARM DESIGN PRESSURES (P8F) - Zone 5 i, 10 \ 15 20 Tributary Area 'Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 +46.5 -59.8 +45.2 -58.0 +44.4 -56.7 - 55.6 +43,7 +43,1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft +47.1 -80.6 +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 -53.2 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +48.1 -58.9 - 57.8 +45.4 +44,8 - 56.8 +44,3 -55.9 +43,9 -55.2 +43.6 -54.5 +432 20 fl -68.1 +49.4 -63.5 +48.1 - 61.6 +47.1 -602 - 59.0 +46.4 +45.8 -58.1 +45.3 -572 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 - 62.9 +48.1 -61.4 -602 +47.4 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45,4 -56.9 +45.1 24 ft -68.7 +51.3 -88.0 +49.9 - 64.1 +49.0 -62.6 - 61.4 +48.2 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -89.8 +522 57.1 +50.8 - 85.1 +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 -88,2 +51.6 - 862 +50.6 -64.6 -63.4 +49.8 +492 - 82.3 +48,7 -61.4 +48.2 -60,8 +47.8 59,9 +47.4 30 ft -72.0 +53,8 -692 +52,3 - 87.1 +51,3 - 65.6 -84.3 +50.6 +49.9 - 632 +49.4 - 82.3 +48.9 -61.5 +48.5 -60.7 +48,1 32 ft -73.0 +54,5 - 70.1 +53.1 -68.1 +52.0 -68.5 -65.2 +51.3 +50.6 54,1 +50.1 -83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 -66.0 +51.9 +51.3 -64.9 +50,7 -64.0 +502 -63.1 +49,8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54,4 -69.8 +53,3 -68.1 -86,8 +52.5 +51.9 - 65.7 +51.3 -64.7 +50.8 - 63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +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 -67.2 +52.5 - 66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +56.2 -72.1 +55.1 -70.4 -69.0 +54.3 +53.6 -67.9 +53.0 -66.9 +52.5 - 68.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55,7 - 71.1 -69.7 +54.8 +54,1 -68.5 +53.5 - 87.5 +53.0 -66.6 +52.6 -65.8 +52.2 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 -70.4 +55.3 +54.6 - 692 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft „ -79.5 +59,4 -76.3 +57.8 -74.1 +56,7 -72.4 -71.0 +55.8 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 -69.4 +54.5 58.5 +54.0 -67.6 +63.8 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 -722 +56.8 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 -81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 59160 -68117 54 ft +60.8 +59.2 +56.1 +572 +56.5 +55.9 +55.4 +54.9 : +5C5 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 -73.3 +57.7 +58.9 -72.1 +58.3 -71.0 +55.8 - 70.1• +5e3 -�6�9A116• •+59 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +52.2 +80.6 +59.4 +58.5 +57.8 +57.1 +55.6 +56.1 +55,7 DATE 04/19/06 • 71U9 DO(A4♦ENr 18 THE PRCPERIY OF FRANK LBEMURW, PE A10 SHALL NOT BE REPROOIOFD 91 WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BTo THIS , PE-ALTERATIOTp ADDITIONS, HR9616HIPA�R„ OR OTHER MART o TO COM LENT ARE NOT PFRIOFIED AND BMUOATE CUR CENRFICATION. (1111®11101111 lE WIND VELOCITY =146 MPH EXPOSURE 'C' MRH= O -60'. BASED ON Kd =0.85 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 100 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 (Ex! tRIOR) 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 I5 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 (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY 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 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a • • • • •• • • • • • `-•,• I • •• • 1 ELEVATION WALL ZONE FIGURES • 2004 FLORIDA BUI3L©I VG COi E • ASCE 7 -02, MRH = 0 • 60 FT • • • • DESIGN LOADS FOR COMPONENTS & CLAWING • • • • • • • • •• •• • • ••• • • • • • • ••• • • • • • • ••• • • • • • • •• • PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 : 17: (954) 354 -0660 FAX: (954) 354 -0443 • • WWW.ENGEXP.COM • • • CERT OF AUTH #8885 • ••• A FRANK L BENNARDO, P.E., INC. INNOVATION Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Rio w 98 sT Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shatter Required Mullion Required Impact ill or Door or Mnllion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF () PSF ( +) PSF ( -) PSF I to: ncLANI D 01.03o1.O7 4-c>1 --to 4o.5I.544 5d12% S4'14 111--10 U n5 ,1e 2. ++ i+ t1 tt it 0°.'J 3 tt +t ss I- s3 0 45 *3,-1•14- y 1DoCt o-1- ot,z.ct.t0 131 -15 0 2914* 7011 5 W:A.ctoc-J b'1- o'bOal• on 4,6 1-10 d 14 %3- 3/if III It tt 44•.61.(•2.2 357.31'( I 1 4 tt 11 it it N U fit- 1(1356 (.051-130 11 5 bit >t Vriz q it 11 it 11 o)l i WIZ IA N it tt t1 it 10 It it +t 11 tt 1P,c) ti tt tt 11 if 11 12 it it tt II tit,.•�1t>GAS��Z yes 4.S 1-sv y 360. 31' Ft- i it ()I-0309. 0-1 foo 1 -'U) 1.5 it it 440.5 -toZ 2 364`1')z Op it L 1o(ol (007-000 4to.5 J- say 131,4.1 */Z 11 a it 1 t 11 52*`'[r'I IZ 14it it 01. 030°1.01 6o1 --t0 41,.51•(,2•1 3i,a31•11 1i it it u 11_ __ I 2p (1 It 11 It it Zl If it tt (KOS 1.50. 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I 1 1 • 0 • • 0 • •0 • • • • • • •* 0 • • • 0 0 0 • • • • 0 lb • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) Simonton Building Products, Inc. dba Simonton Windows One Cochrane Drive Pennsboro, WV 26415 SCOPE: This NOA is bein issued under the applicable rules and regulations gowning the use f c nstrucutaoti' * Wing aPl?h �� �' .8 8 . • , materials. The documentation submitted has been reviewed by Miami Dade County ct Control ivisian and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and dug Drees where allowed by the Authority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Prod Control • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade aunty) reserve tt right to have this product or material tested for quality assurance purposes. If this prgd dtt'gr ilia Jils to perform in the accepted manner, the manufacturer will incur the expense of such te'stibt and tie MU may' • immediately revoke, modify, or suspend the use of such product or material within theta jurisdiction' BORA' • reserves the right to revoke this acceptance, if it is determined by Miami Dade.( uuntw Proaie6 Control Division that this product or material fails to meet the requirements of the applicablcbuildhig cock , This product is approved as described herein, and has been designed to comply with the Florida BIlildi Code, including the I-figh Velocity Hurricane Zone. DESCRIPTION: Series 300VL Stormbreaker Plus White PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. DA0003, titled "Stormbreaker Plus Vinyl Double Hung Window NOA ", sheets 1 to 8 of 8, dated 01/26/07, with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04. 0421.03 and consists of this page 1 and evidence page E-i, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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.buldinaeodeonline.com • • • • NOA No. 07- 0309.07 Expiration Date: August OS, 2009 Approval Date: June 7, 2007 Page 1 Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBNOTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No DA0003, Sheets 1 through 8 of 8, titled "Stormbreaker Plus Vinyl Double Hung Windows NOA ", dated 1/26107 with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 .. B. .... •••• 2) Uniform Static Air Pressure Test, Loading per Fl3C'TAS 2M-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, TA4 KI4 • ; •; 6) Forced Entry Test, per FBC 2411.3.2.1 (b) andT.AS 202-94 along with marked -up drawings and installation diagram of PV &d®n61e hung • window, prepared by Architectural Testing Inc., Test Report N6'A fl-01- 48839.02 dated 04/14/04, signed and sealed by Joseph A. Reed, P.E. • • • • .. • • •••• • • C. CALCULATIONS •.... • 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 1/26/07 and revised on 5/11/07, prepared, signed and sealed by Charles A. Pagen, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex IIIG" dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to EL DuPont DeNemours for `Dupont Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. G. OTHER 1. Notice of Acceptance No. 04-0421.03, issued to Simonton Windows for their Series 5500 Storm Breaker PVC Double Hung Window, : « « • ved on 08/05/'' expiring on 08/05/09. Manuel P y 1"" . E. Product Control ,, er Imply NOA No. 07 '.07 Expiration Date: August 05, 2009 Approval Dam June 7, 2007 E -1 SIMONTON W I N D O W S 1 COCHRANE AVE. PENN5BORO, WV 26415 PH. 800 - 426 -2249 STORMBREAKER PLUS 3O0VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOWS GENERAL NOTES: t. THIS PRODUCT I8 DESIGNED TO COMPLY WITH THE'HVHZ OF FLORIDA BUILDING CODE 2. W000 BUCKS BY OTHERS, MUST BE PROPERLY ENGINEERED AND ANCHORED TO TRANSER LOADS TO STRUCTURE AND THE INSTALLATION 18 TO BE REVIEWED BY BUILDING OFRCIAL. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED A8 SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'L FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. 8. INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED PROTECTION DEVICE EL THIS PRODUCT MEETS THE WATER FOR HIGH V®.00ITY HURRICANE TONES. TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL. CROSS SECTIONS C2X) & G1.AZING DETAILS 3 HORIZONTAL CROSS SECTIONS 02X1$ GLAZING DETAILS 4 VERTICAL & HORIZONTAL CROSS SECTIONS (1X) 8 ANCHORING LOCATIONS 0 RILL OF MATERIALS & COMPONENTS 7 COMPONENTS OVERALL FRAME WIDTH 46.13' MAX. D.LO. toJSr co id y � lal. • � +SG:1 i I ql ;�_J: f•" � � ETlit•L•�ti.Y.f[li �rLii1r�Tll ,�ieirr��sa!a,2tslJFrlc� ;:r- t: :,n7♦�]�i - •� :,�76T;F'i,-�[iL��l!b.l;c�i� ifirAW,1211I: • _ \ . -0.100 - : • iir .rm Li! ali xieara # ir ML- tAY�:l�i N [ .z, • ,I.iPtj/� [, I i l l�1 i7 -. I :. _ .1.L 11 • ..i I ^?rge 1 0 I ICONWEIN 1WE ADDED TAPCON 1X INSTALLATION 1 METEIOD (SHEET 4 a5� REVISED MARKETING NAME 5500 SERIES 2 TOIOOVL 1) 3 ADDED SYMIO)LS & NOTES (SHEET 1.8 & n 1/22/07 8/20/07 5/1/07 GLS GLS Sr X 71' DOUBLE HUNG WINDOW W/ S I EEL KEINFOICCEMEN7 1° INSULATED, IMPACT RESISTANT GAMIC VIEWED FROM EXTERIOR •• • • • • • ••• •• • • • • • • D - GN ''-7 c c o, • P08. '- 0 3 • • • •• • • 3T OVERALL FRAME WIDTH 30.13' MAX. D.LO. 4 • • • • • • • • • •• •• • •• ••• ••• • • • • • • • •• • E1 ••• ••• • • • • •• • • • • • ••• • • • •• LI] 3T X 78' DOUBLE HUNG WINDOW A 1' INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR PROW= REVISED amplyawitb es Pala ilsepaseNe Orr i1 • • ■ = A.P .sa .E. • FL BEC.ENG.ft 121 "Ate 4711 Dr • L • • ••• • • • • • • • • • • •• •• • • • ••• ..:30.01•11 Nolte INrr 1.1111IIIILK tcw� f r 'e cmciELTEFfi,.,a 1,1415.1_ mn lr : r=r VIN I,zl* 53 W/ STCEL REINFORCEMENTS E .14a1 ctr* 1 .fl 3W/ ALUMIN R�RCE LENTS 4 3 .62$' GLASS BITE 1/8' ANNEALED .100° PVB 1/8' ANNEALED INTERIOR AIR SPACE 1/8' TEMPERED GLAZING DETAIL. PACER IN/DUPONT LAMINATE .825' GLASS 811E 1/8' ANNEALED .100' PVB 1/8' ANNEALED EXTEF OR INTERIOR AIR SPACE 3/18' TEMPERED SPACER AZING DErM. W DDUPONT LAMINATE • • YNIT6 Ladd At.: 3? x 71° • •. S • i R*IN•OR•MEE<: ONTAL CROSS SEA WITH STEEL REINFORCEMENTS ZONTAL CROSS SECTION WITH ALUMINUM RENFORCEMENTS .625• INTERIOR GLASS BILE 1/8° ANNEALED .100" PVB 1/8° ANNEALED NR SPACE 1/8° TEMPERED SPACER GLAZING DETAIL W /SOLUT1A LAMINATE .629° GLASS 811E 1/8" ANNEALED .100° PVB 1/8° ANNEALED EXTERIOR INTERIOR NR SPACE 3/16" TEMPERED .• • • 1.5' MtN. • • • . . • • ENB • •• • • • •• ••• ••• SPACER W/SSOLUTIA LAMINATE .dQg: U LARGER THAN 3Y x 78° .1 RBiVOacEMEKfS. 8 • • • • • . • •• . ••• • • • • • • • ••• • • • • • EXTERIOR CHARLES A. . • • FL REG. EN • • • DATE: 4• • • ••• •i •� • • • ••s • • • ••• •• • ••• • • • •S• • • • • • • ••• • • • • • • •.• • • • • •• • s•• • • • • •• ••• • • • • ••• 1t -. Il , 0 m� rI m .• .gs •; • a f .. .b..; • • • ••• • IIr':II 1K RI «NU °fix ! 4O. a.. �i�i•�T .73.110 • SIMONTO ot•oor• • • • • • • • • • •• •• • • ••• • • • • • • • • ••• • ••• • • • • • • • • • • ••s ••• •• •• • • • ••• AL CROSS SECLION WI1H STEEI. REINFORCEMENTS ideaC•tO11•PM ieY •ms'8 4 1 a ••, ••• • • • • , • • • 6 • •• • •• •••g • • • • • ,•• • • • • • • • • • • •• •• • • • ••• • .•• r,' ra iii �1•oov• {� CHARLES A. P FL REC. EN 9 ••• ••• GATE: /fi • •• 1 • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • • ••• . P.L. 9121 "szlo ]Ell fitaa ti y l "ii_ ®,p 111 1(�I���� wri i �14� (1 ;''IL'i ,�'�" 71i B 4- e --B 5° 43" — SEE NOTE 2 r— n 9.5° 9.5° DEEM= 2 ADDEO TAPCON I X INSTAWITION METHOD (SHEET 4 & 5) REVISED MAIMETWG-NAME FROM 5500 SERIES TO 300VL 1) ADDED MOMS & HOTS 06E7 1, 6 & 7) ONE 1/22 /07 3126/07 5/1107 cls 1 SEE NOTE 2 1 5 °�-- -27 °— .f- --5 °I t • SEE NOTE 1 '� ®OR® is SEE NOTE 1 1) Q CHORING LOCATIO SINGLE WINDOW 53'X71° 1. FASTENERS ARE LOCATED IN INTERIOR 2. FASTENERS ARE LOCATE) IN EXTERIOR TRACK. 3. USE ONLY DADE COUNTY APPROVED FASTENERS AND SHtM3. 4. THE WOOD SCREW. TAPCON & SHEET METAL SCREW FASTENERS ARE AU. LOCATED AT THE SAME WINDOW LOCATIONS. THE SAME NUMBER OF FASTENERS ARE USED FOR A GIVEN WINDOW IN WOOD OR CONCRETE STRUCTURE CO SEE NOV 2 ®ORV 1 1 3 IMMO aNalle n 9.5' 9.5' • FNcHORINC LOCATI a `• i • • • • • • .._ • • SINGIeSWINDOW •i s • • • • 37;76' • • • • • • •• • •• • • • •• ••• ••• •.• • • • • SEE NOTE 1 OR® ro a 101 a SEE NOTE 2 ®OR@ ••• • • • • • •• •• • • • • • • ••• • • • • • - • ••• • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • ••• 7 i* ;i ?t• 1pTTr, r�4f9P I, IV i T BILL OF MA I1t ': IE7il3iL1<11♦ COMMON 1/22/07 3 4:/07 5/1/07 -5X EC. NC -51N, INC -SfvE4 INC. 511 X 4 INNER WOOD BUCK 1 X 4 INNER WOOD BUCK 1"GLAZING BEAD NYL- EX, IN WOOD WOOD mos �r i:i• 4 ii-ir•P.T_f mum i11111EI a _ �.11Wi PAN ... `Li1i , i P.� •Tc SILICON 13 —iTt iY11?•; �,, "R3 GLAZING DETAILS SHEET 2 AND SHEET 3 EICI7120475' r.;, 10 X 2 8" HEET MEr SCREW DED VINYL 1 BLE HUNG HEAD 1 56110 FOAM E .180 EAD I 34 TILT LATCH 76825 BY ASHLAND 35 OFFSET PIVOT BAR 12985 BY ASHLAND 36 REINFORCEMENT 56111 37 REINFORCEMENT DH78/79 38 REINFORCEMENT DH75 39 REINFORCEMENT ST -439 40 REINFORCEMENT DH76 41 SHIM ALUMINUM STEEL. STEEL. STEEL STEEL WOOD r GLAZING P/NN8818 3.250 �u. P/N 0H73 41.807 Le0 it P • • • • • • ••• • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • ••• • • • • • •. • • • • •• •• • • • ••• CHARLES A. PA FL REG. ENG. DATE ro7•6 Lam•' ���''i:i:L•iy,..?x. �'lr�:..lii. FOAM TF[E C —FOLD 10 MIN A& WEATHERSTRIPPING CD 0.748 0.398 . . RI;INFORCEMENS 56109 P/N DH79A ALUMINUM 6063 -T5 .062° WALL 0) M 0 0.748 0.453 • 36 REINFORCEMENT 56111 P/N DH75A ALUMINUM 6063 -T5 .062° WALL I .250 FIN WEATHERST_ RIPPING 210 FIN WEATHERSTRIPPING 0.796 0) 0.748 -j-- -j 29 REINFORCEMENT 60911 ALUMINUM 6063 -T5 .062° WALL 0.748 0 0.275 0.171 Q REINF RCEMENT 0H78in 16 GA H.D. GALV 0 -90 • 0.157 M c 0.748 40 REINFORCEMENT DH76 16 GA H.D. GALV 0 -90 FOAM TTTE TOP RAIL (.17;\ BULB WEATHERSTRIPPING O REINF RCEMENT 561 0 P/N DH74A ALUMINUM 6063 -T5 A62° WALL P 0.748 0 0.250 REINFORCEMENT DH75 16 GA H.D. GALV G -90 4 3 r Pt 2 3 ADDED TAPt ON IX INSTALLATION i l,x MA DNO8eNAME RCN SERIES SYMBOTO MO NOTES 6 &71 rs 13 SCREEN TRACK MEE 0.750 1/22/07 3/26/07 5/1/07 00) C 0. 48 REIN __ RCEMENT 1 t07_ P/N DH76A ALUMINUM 6063 -T5 .062° WALL 3 FOAM_ FRAME .180 e- $ILL BULB HEAD INSERT 39 REINFORCEMENT ST -439 16 GA H.O. GALV G -90 •• : • • • • • • • • • i • • • • • - ••• • - :•• i M IAM FD MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAMERBUD.DIIG BUILDING CODE COMPLIANCE OFFICE (DCCCO) 140 WEST FLAGLEB STREET, SDITB 1603 PRODUCT CONTROL DIVISION • MIAMI, FLORIDA 331304563 (305) 375-2901 FAX (305) 3754908 NOTICE OF ACCEPTANCE (NOA) Simonton Buidmg Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Pennsboro, WV 26415 SCOPE: 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 y here allovpatby• the Authority Having Jurisdiction (AHJ). • . • • This NOA shall not be valid after the expiration date stated below. The Miami Dade CDppy 1"roduct'ttol •..... 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. Millis product or mater. fills to pgaf mh in ... • . • the accepted manner, the manufacturer will incur the expense of such testing and the •AW.niay immeady .. : .. , revoke, modify, or suspend the use of such product or material within their ju isdiction. B®R* reaerv4 t * tight • • • to revoke this �, if it is determined by Dade County Product Control Diviibr this pr�aduct or : • • • • material fails to mat the requirements of the applicable budding code. .................. .. • • • • • . • • • Ibis product is approved as described herein, and has been designed to comply with the Florida Buildinggedik. .... ; . •••• including high Velocity Hurricane Zone of the Florida Build Code. DESCRIPTION: Series "002/002" 1 "x 4" Aluminum Tube Clipped Mullion-Impact APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13-04 and last revision on 6/28/04, signed and sealed by Charles A. Pagan, 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 Missile Impact Resistant . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved*, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 teminate 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 and evidence sheets E-1 & E-2, as well as approval document mentioned above. The submitted docttion was reviewed by Ishaq L Chanda, P.E. NOA No 04-0331.01 Expiration Date: August 05,2009 Approval Dam August 05,2004 Page 1 Simonton Building Products. Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13-04 and last revision on 6/28/04, signed and sealed by Charles A. Pagen, P.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203 -94 now known as FBC, TAS 20a, • 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Sint:aign): • • • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 , • • • • , 2) Uniform Static Air Prcssure Test, Loading per FBC,TA$ 202-94*** 3) Water Resistance Test, per FBC, TAS 202 -94 • 4) Forced Entry Test„ per FBC 2411 3.2.1 and TAS Xii4 • • : . 5) Large Missile impact Test per FBC, TAS 201-94 , , 6) Cyclic Wind Pressure Loading per FBC, TAS 2039.. • . Along with marked up drawings and installation diagram of alumm:mstabe clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Repo 1ITL -3476 (02065), dated July 03, 2002, signed and sealed, based on review of girigiparest report), by Edmunds, Lagaespada, P.E. (Note: Original test witnessed by Luis•Figrrhredo, P E j•. •••• C. CALCULATIONS 1. Anchor verification and perfomiance analysis dated 03/05/04 and last revised on 6/28/04, prepared, signed and sealed by Charles A. Pagen, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Court order case #00- 0387(JFIK), dated 01 -27 -2003, asset sell and purchase agreement between Exterior System Inc ( Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation poration organization and existing of "Norandex Inc" under the name of "Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, confirming Simonton Building Products Florida Inc, corporation organizer under the law of West Virginia, authorized to transfer business in the State of Florida E -1 kt 1. a AIlhaq L Mande, . Ch E. Product Control Examiner NOA No 04-0331.01 Expiration Date: August 05, 2009 Approval Date August 05,2004 Simonton Building Products. Inc., (dba Simonton Win ows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Statement letter dated March 25, 2003, issued by Norandex Building Products requesting" transfer and Name change of existing NOA(s) / Pending files due to sale of asset of Exterior System Inc (dba Norandex/Reynolds) to Simonton Building Products. Norandex Inc also stipulated that the product will no longer manufactured by them and all Rights of NOA(s), being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Undated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transferred to the name of Simonton Windgwp • • signed by Chuck Anderson, P. E. Regulatory Manager• • • • • • • 6. Statement letter of conformance and `No financial interest", dated 03 -084)4, slued ant ". • sealed by Charles A. Pagan, P.E. • •••• 7. Statement of compliance, issued as part of above referenced test report by.l.tration .. • . Testing Laboratory Inc. • • • • • • ••• •••• • • • • • • G. OTHER • • 1. Documents of sales of asset of Norandex Building Products Co. to Simplon Building • • Products Inc. • • •• • • • • • • • • • • •••• • • •••• 1S hat 1. LL4L E -2 Ishaq L Chanda, P.E. Product Control Examiner NOA No 04-0331.01 Expiration Data August 05,2009 Approval Date August 05, 2004 MULLION CLIPS XFLA -36 AL 6083 T6 W4 -.I MAX.TTRBUTARY WIDTH 2 1 —39 ALL WINDOWS UNDER VERTICAL 1' X 4' MULLION SEPARATE APPROVAL MAX TRIBUTARY 'r, TH W=" 8 W4 MUWON CUP XFLA -36 AL 6063 T6 CIRCLE TOP OR TRANSOM ALL WINDOWS UNDER SEPARATE APPROVAL REUSED •x MIL A REVISED PER DADE MARKUPS ESL 8/18/04 MUWON CUPS XFLA -36 Al- 6083 T6 MAX TRIBUTARY WIDTH W= NOTES: 1. THIS MUWON SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17. AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MULLION & CUP EXTRUSIONS ARE ALUMINUM, 6063 —T6 ALLOY. WITH A MINIMUM Fy OF 25.000 P.S.I. U.N.0.. 3. BASED ON LABORATORY TEST REPORT NUMBER Flt -3476 FENESTRATION TESTING LAB. INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WINO LOAD IMPOSED ON 1HEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL 5. THIS DRAWING I5 FOR ALUMINUM IMPACT RESISTANT MUWON AND CLIPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE. MUWON IS THE ONE THAT APPLIES TO THE INSTALLATION. THE CONNECTION OF THE MULUON TO THB0 • WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL • • IBM t the 6. MUWON CUP SCREWS ATTACHED TO MUUJON ARE STAGGERED ON OPPOSITE SIDES OF MUWON SO AS TO NOT INTERFERE WITH EACH OTHER. 7. CONCRETE COMPRESSIVE STRENGTH a 3.200 PSI AT 28 DAYS. IMPACT RESISTA T •• • • • • • • • • •• • • • • • • • • MAX HORIZONTAL MUWON SPAN • ••• •• A -39 •}160RIZONVAL 1' X 4' MULLION, • • W= • p1ARLESIA. FL REG ENG' 6/28/04 OSIMONTOW •110/ 0000 Emma tiestkavass • e Cala= &mom • w • • btamdszerfog P 429 Re ffiroaMsl i it' ALUMINUM IMPACT RESISTANT 1' X 4' MUWON & CUPS • • • • • • • •• •• • • ••• • • • • ••• • • ••• • • • • • • • • • •. • • • •• •• • • ••• • • • �• : 4° MUUJON OffLA -38) ALUMINUM ALLOY 8083 -TB • AN( ` N% ALUMINUM ALLOY 6083 —T6 2 men OATS REMSED PER DADS MARKUPS ESL 8/16/04 Mat Wemv. )IORIZONTAL, CROSS S CTION )ji/CONCRETE SUBSTRATE .760° NTb MIN 3200 PO OR:3181E ptORI2ONTAt CROSS SECTION (TNRU t• f1za 0Pin TOTAL (4) EACH CUP 1ST MK TOR memo SEPABATar WORM! ANC{�IOR __ SUBSTRATE ,g�(st4 n . noro •• • • • • • ••• •• rRTICAL:ANCHOR OPTION. 2 BY BUCK SUBSTRATE • W/014 SMS INSTALLATION • • • SECTION C —C (OR B —B) .' (1° X 4° MULLION) • • • 2X TO BE ENGINEERED SEPARATELY • • • • • • • • • • • • •• ••• •,• ••• • • • • • ►�! 'e4 :CHARLBEI A• g, , • P. Ft. REG EMC 21 6/16/04 • • 3SIMONTON oCcepamMadosemes • •Pm�sWV264LS • • m Sademat.FL34207 SCALE: of 4 men TEL OADE - AitER/p1g3�5A Qa ` n%nfo2 _f±stii_A!_w _da CLIPS__ ALUMINUM IMPACT RESISTANT 1° X 4' MILLION & CLIPS • • ••• • • • • • • • • • • • • • •• • • • • .•• • • • • • • • • • • • ..• • • • • • • • • • • • • • • •. •• • • • • ••• EDGE DISTANCE ,2 -1/2 MIN • TOTAL (4) EACH CUP EDGE SA 2 -101//2 T MIN NCE 1X BUCK TO BE ENGINEERED SEPARATELY • v 1.000° C -C 1.000' • VERTICAL CROSS SECTION W /CONCRETE SUBSTRATE ANCHOR OP11ON #1: ULLION ALUMINUM ANCHOR CLIP W/ /4 "0 ITW /ELCO TAPCON EDGE DISTANCE 2 -4//2 MIN i TOTAL (4) EACH CUP EDGE DISTANCE 2 -1/2° MIN e C -C 1.000" TOTAL (4) EACH CUP TOTAL (4) EACH CUP • • • ••• •• • • • •• •. r E MS vS P a grf �.+. OA A REVISED PER DADE MARKUPS 1 ES. s/te/o4 • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • ••• • • • • • • ••• • • • • • • • • • • •• •• • • ••• • • • • DARE -13$A as 'o• ,: fig ALUMINUM IMPACT RESISTANT 1` X 4' tr.JLLtCN & CUPS M PART N4 QTY. DESCRIPTION VENDOR 1 XFLA -36 AWM. ALLOY 6063-T6 2 3 4 5 XFLA -39 ALUM. ALLOY 6063-T6 PURCHASE PURCHASE PURCHASE PURCHASE 2 MULL 13 ANCHOR CUP AS map 1" x 4" HEAVY DUTY MULL (SEE NOTE 3) 8 # 1/4 "0 x 1-3/4" TAPCON BY ITW /ELCO 8 # 1/4 "0 x 2 1/4" TAPCON BY ITW /ELCO 8 #14 SMS 8 # 10 X 3/4" SMS SCREW PROFILE EXTRUSIONS Rrr RAM r" t_ PROFILE EXTRUSIONS REVISED PER DADE MARKUPS ESL 6/18/04 PURCHASE PURCHASE PURCHASE PURCHASE MUWON TYPE MUWON CLIP jr 111111.Ca ECM RI r:7rI t I P17 VERTICAL MULLION D.P. CHART SPANK (yes) MAX. TRIBUTARY WIDTH Wm MULLION DESIGN PRESSURE WOOD (SEE NOTE 1 #14 SAS SEE NOTE 2 1/4'0 TAPCON NEMILSON *70 INNIME =MEM mil' t :�11111 ' 7n ri■NIra 1111190111111 *70 Pte' 0K 1•11a111111111 11] ft�t' 811111W1' *70 PSF I MIMI= um r; EiI:iTF mom. miwz • ECM :V= IIIIIMIrl1111 111111111n111111. Eli♦ O .. 111111111' J♦ LM.YLI .. c7 Via 1 71♦ Q 23 -- 37 ; L PSF MEN— 1.1♦ 1iWWWWWI � Wi ♦ Win= =Ira= r 4i ,=r1 83 NOTES: MUWON INSTALLATION ANCHORS: 1. INTO 2X BUCK #14 SMS W/MIN. 1 -1/2" EMBEDMENT 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 ITW/ELCO TAPCON WITH MIN. 1 1/4 EMBEDMENT INTO CONCRETE. 3. MUWON TUBE LENGTH IS 1/2" SHORTER THAN MULLION SPAN SPECIFIED IN DP TABLE. MULLION TYPE HORIZONTAL MULLION D.P. CHART MUWON SPAN (yes) DNA . TRIBUTARY DESIGN PRESSURE WOOD (SEE NOTE 1 #14 WAS (SEE NOTE 2 1/4'0 TAPCON 11111DITIANI Illt,;n1117 all= 111111111[11111 LlEi YL •11111171M1,1 QTLJ L L .K �0 °t•1111111rLts NIEMEN3111111 _ 70 r 11111111MM 1111W71111111 ®f1 fl]• It ' MIINI 1111 �• a L T c- a MIIIMM111111 •• • • • • • ••• •• • • • • • • • •• • • • •• ••• • •'. • • • • • • • ••• • • • • plARI.I:S :A. P � ' . P; • Fl REG END E49121 6/28/04 OSIMONTON' Capone 11•Aposs • Calm= s Avows • •Am WV25W • • • o MadassOL 54207 SUM NTS °4 of 4 ORAYN 9 MX CAM 0 IDAD -135 • A 'DARE -135A • • • • • • • ••• •• •• ••• • • • • • • • • ••• • • • • • • ••• • • • •.• • • • • • ••• • • • • • • ••• • • • • LSI rP WO en m ALUMINUM IMPACT RESISTANT 1" x 4" ITULUON & CUPS Florida Building Code Online Page 1 of 2 REM MEENEErat= eas woe I Leo w t User Haulms I sum* swamis I saes nos l macaws I mesas i ams swap I uaks ; seam i Product Approval usEas public IPrter .t. owit,I;+i;T.FL NNIPCi =• .Z t,ob.4,'kG 4 coMviinlir . DEW' �uEt Product Apprcv l Menu > Product or Apps Borth AODnaeca up FL Application Type Code Version Application Status ,%7 PhM30,1041 Continents Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emag Quality Assurman! Repaisantallve Address/Phone/Email tatagory Subcategory Compliance Method , Florida Engineer or Architect Name who developed the Evaluation Report Florida License fluidity Assurance Entity Quality Assurance Contract Expiration Date Validated By certifltate of Independdnce Referenced Standard and Year (of Standard) Equivaience of Product Standards Certified By application Mall •• • • • • • • The Humane Window and Ooor Factory: • • • 12141 Crystal Condo Rd Fat Myers, Fl. 33968 (239) 768-3662 atom Luis Loma nil ornas®yaheoaom •• •• • • •••••. •••• •••••• • •• • • .. • • •••• • • • • •• •••• • • •••• • •• • • • • • • • .•. • • • • • • • •••• • • •••• Repot from a Florida Registered Architect or a Ucensed Florida Professtanal Engineer L. Evaluation Report - Hardcopy Received Luis R. Lomas PE -82514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checkilst - Hardcopy Received ,L1035S_R1_COL 510598A.pdf Standard AAMAAVDMA/CSA 101/iS2/A440 ASTM 51686 ASTM 51996 TAS 201 TAS 202 TAS 203 Year 2005 2005 2005 1894 1994 1994 • • • • •••.•• • • • •••••• ••••• • • •.••. • • • • • • • hitpJ /flotidabuilding.org/pr/pr app dtl. aspx? paramffiwOEVXQwtDqud %2fA7YzPJyVo2... 12/30/2008 Florida Building Code Online Sections from the Code Product Approval Method Date Submit Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/06/2008 09/10/2008 09/15/2 10/14/2008 Page 2 of 2 of Produce %try A Madel Number or Name Desert on , �Z�° `�J DH1000P PVC DOUBLE HUNG WINDOW DH100P PVC DOUBLE HUNG WINDOW 53114• x 78 Limits of use Approved for use Approved for use Impact Resistants Design Pressures Othen FOR SMALLER DOCUMENT In HMI Yes outside HVHZt Yes Yea +65.01.80.0 UNIT SIZES SEE APPROVAL Installation Instructions • • • • • • F1.10355_Rl_II_M. 00399A.pdf e". : • • • Verified By* Luis R. Lomas P.E. 62514 • • •••• • Created by Independent Third Party .Yes• • • •. . Evaluation Reports • FL1035�R1.,A�510598A.pdf FL10355..R1..ALbutdte 090.pdf • • . • •. • • • FL1035S _RLAE_Certifled_Praflle_E*t ! Ucensees 2- 13- 08.pdf • • • • • Created by Independent Thud Partyy; AI • • • • 10355.2 IDH1000S PVC DOUBLE HUNG WINDOW DH100S PVC DOUBLE HUNG WINDOV45t $,1 x 78: Limits of Use Approved for use Approved for use Impact Reslstanb Design Pressure' Others FOR SMALLER, DOCUMENT In HVHZ! Yea outside MUM Yes Y +$5/80 UNIT sues SEE APPROVAL , Installation Instructions • • • . • . • • • FL1035S�31_tl_F100399A.pdf • • Verified By: Luis R. Lomas P.E. 62514 • • • • Created by Independent Third Party: Yes evaluation Report FL10355_RI_AE.310598A.pdt FL10355—tLAE—bUtallte 090.14r FL10355_RLJ►E_CeRlfled_Prafl12_ Qn_UcelifieelL.Ust_2- FI.IO 3S5_Ri_AerlW9tass plus Created by Independent Third Party: Yes Beds Nort Depastanant of 5ta Affaks ms ts Codes and es s Sharma Oat Elauttpwd � r aS)� ia24 Pas (850)4144436 »� snnawaw.. A.e.•uwea Ceserlabtintalsdalmer Padget ApprovalAnnnr RE El • • • • • • • • • ••••• • • • • • • httpJ /floridabuiiding.org/pr /pr app dtl. aspx? param =wcEVxQwtDqud %2fA7YzpJyVo2... 12/30/2008 L. Roberto Lomas P.E. 1432 Woodford Rd, Clemmmes. NC 27012 336445.9695 Engineering Evaluation Report Report No 510598A Manufacturer: The Hurricane Window & Door Factory, LLC 12141 Crystal Condo Road Fort Myers, FL 33966 Product Line: OH1000P OH PVC Double Hung Window DH1000S DH PVC Double Hung Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method l(d). The product listed herein comperes with Requirements of the Florida Building Code. J Product description: PVC Double Hung Window Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member is reinforced using a steel channel. • • • • • • • • •• • • •• • • • Supporting Technical Documentation: 1. Approval document drawing number FL00399, Revision A, sheet 1 of 5 titled DH1000P and DM10008 PVC bow' Hung Window, prepared, signed and seated by L. Roberto Lomas P.E • 2. Test Report No.: NCTL -210 3501 -1 signed and sealed by Gerard J. Ferrara, P.E • • • • • • • National Certified Testing Laboratories, Orlando FL • • • • • • • ••• Flange installation, Fin installation and Box Frame Installation • • • • • • TAS 201 -94 Large Mtseiie impact Tam .. • TAS 20294 UNform Static Air Pressure, +65.0 psf/-80.0 psf design pressure, 15.0 pp ►tej infiltration TAS 203.94 Cyclic Pressure Loading, +85.0 pet -80.0 psi design pressure. • • 3. Test Report No.: NCTL -2103501 -1A signed and sealed by Gerard J. Ferrara P.E. •• • • • • National Certified Testing Laboratories, Orlando FL • � Flange installatioon, Fin installation and Box Frame Installation • • • • • • • ASTM E1886-02/05 and ASTM E1996.02105 •••• ASTM E18881 E1998 Large Made Impart, Level D. Wind Zone 4 ASTM E18881 E1996 COio Load Test +610 psf 120.0 pef, 15.0 psi water Infiltration AAMAANDMA/CSA 101/LS.2/A440.5 Design pressure: +85.Opsf/- 80.Opsf Water penetration resistance: 15.0psf 4. Anchor calculations, report number 510599A, prepared, signed and seated by L Roberto Lomas P.E 5. Comparative analysis, report number 510599 -1, prepared, signed and seated by L Roberto Lomas P.E • • • • • • • • •••••• • • • • • • • Umltat/ons and Conditions of use: • Maximum design pressure: +65.Opsfl -80.0 (Refer to approval document for smaller units design pressures) • Maximum overall size: 53'x: x78' • Maximum D.LO.: 46 7/8'x35 W • DH1000S units must be glazed with 7/8' IGU consisting of: outboard laminated Cite consisting 011A' HS — 0.090' Sentry Glass Plus —1/8' HS —Air— Inboard ate 118" Temp. • DH1000P units may be glazed withh: • 7/8" IGU consisting of: outboard laminated lite consisting 01118' H8 — 0.090' DuPont Butecite PVB — 1/8' HS — Air —Inboard ate 118' Temp • 7/16' laminated consisting of 3116' Ann —0.090' DuPont Butacite PVB — 3116' Ann • 5/18' laminated consisting of 1/8" HS —0.090' DuPont Butacite PVB — 1/8' HS • This product is rated to be h� in the HVHZ X1111 111 //� • This product is impact resistant and does not require impact protection in wind -borne debris \� R . 1.01* s • Frame to be white rigid IfVC from L.B. Plastics, inc. AAMA certified (LBP -1) ∎ %7. G E N • s � :Yds o• • DuPont Butacite PVB per N.OA. +05. 1208.02 • • v F • DuPont Sentry Glass Plus per N.b.A. 07- 1116.04 +*• 0 1 • Installation: Units must be installed in accordance with approval document, FLO0399 Revision A =•O Certification of Independence:: Please note that 1 don't have nor will acquire a financial interest in C.i•. et 0R14A. i• Also, l company will acquire "del 1 any entity Waived Waivvedd I being approval j j�sIONAL �� ■��` process of the listed product(s). 11111 II t 111�� 1 of 1 Lis R. Lomas, P.E FL No.: 62514 09/09/2008 78' MAUI. FRAME KENT ar MAC ti MAX. - 53.25' MAIL. FRAME t1t01M to' tIAX t 1 1 6' max. to- IT O.C. tr Batt. 1 1 i I I t 453- MAR 0.1.0. DHT000PAND MOWS WINDOW EWEINCIR MEW DIMSNPRFSSURERAMO IMPACT RAMO ♦610 PSF •APO LARGE AND SAWA MOUESIPAY1► MaFinam ; chart ®8811:8111n=7/1115 --ET.Or:UEE3131 CJL7TIL ii[ L' 7GTIL.r7t/.7Gilc'7L.�'7kZ7L:r`7 26LI]El: U LI C�JT LIZ TJI L3JCI7C C LEE ice[ To ED Em u.'au LID C`JlullEa ] Lin I..:uiauLau `rplLai T7Lt-T:7 ap.E Cra LE,B Lam[ t7Li:]L [::TELL; icaf `7717 Lau L7 E.-.M IL:n L11.1 LPL7IJLz.l )LciaLajLA rim L ]Evm aur..- Liu c' [ EalL 1Ed]G.0ICML SIL.37[ &amber a/ =thaw .8q ad bead M elmigrt possum ea* Eoatad U•raaaak aQ •Yaa o • .damwxano-ma• r. Oa stow rg sem. f L£IM E7E1BIME710QE31iclEi>v1171 f E7 MR Enna EfERE7KR Inn tt ! i17tEEEI•WCmE7W E7EJI Ea ICE ICE LIRI WEN W:><QICE ILEENEM E Inn IL. Mtn RICE NOR KWE>•tL111 ICU L7tYO EE EnEa IRA WEE KJIII7uS E EL ILIA ICE EMI ICE ICE WE ICE KM C ICE lAEV_iiRa al; En ILA EiKaEI1111 71WC>•Pl_wi1 IL' E IOW Fr7,32 IOW E>•EEKO EMILIKAKM R!E mEEE1EGt EEEiE7E]•EE MUM KA MUM KA E 111.11 WC' !BS • • • • • • • • • • • • • • ••• • A AOnEO e CHANTS & ROAIXD ANCHORS 8/134/01 NOTES: 1) THE PRODUCT SHOWN HEREIN 7 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BtILDING CODE INCLUDING THE HvHZ 2) WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SiRUCTURE. FRAMING AND LIASONRY OPENING 15 THE RESPOIMBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR E RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WSW. 4) UNITS U GL BE � PER ASTM E1300 SEE SHEET 5 FOR 5) APPROVED FACT PROTECTIVE SYSTEM O NOT REGAINED FOR THIS PRODUCT 04 WIND- -BORNE DEBRIS REGIONS. 8) SHIM AS REOUIRFD AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. 514111 WHERE SPACE OF 1/16' 08 GREATER OCCURS. MAMMA ALLOWABLE SHIM STACK TO BE 1/4'. 7) FOR MISTAUATION INTO WOOD FRAMING OR 2X BUCK USE .10 WOOD SCREW 1WT4 SUFF ENT LEI1GTM TO ACHIEVE A 1 3/8' MQd01U11 DIBEINAENT INTO SUBSTRATE. LOCATE ANCHO AS SHOWN 1N UE1801016 AND VYSTALLATION COMM B) Foll MULL/MN INTO Use 3 /1e nw 086014 MOTH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' M4MUM EMBEDMENT 0110 SUBSTRATE. LOCATE ANCHORS AS Stott W ELEVATIONS AND INSTALLATION DETAILS. 9) FOR MINORING ONTO METAL FRAMU40 USE 110 1EK SELF TAPPING SCREWS 1YITM SUFFICIENT LENGTH TO ACHIEVE A mutant EmBEDmENT OF THREE THREADS PAST THE FRAM THICKNESS. LEGATE INCNORS AS SHOWN IN ELEVATIONS AND INSTALLATION 10) ALL F 10 BE CORROSION RESISTANT. 11) INSTAUATION ANCHORS St4WL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER% 0501LATION INSTRUCTIONS. AND AINOIDAS SHALL NOT BE USED OR SUBSTRATES TATM STREN THS LESS THAN THE MONAIRAI STRENGTH SPECIFIED BELOW: A. WOOD - MIS IMUM » GRAVITY OF 6•0.42 B. CONCRETE - WMUUII COMPRESSWE STRIPIER OF 3.200 PSI. C. iIA50NRY-- STRENGTH -CONFORMANCE TO ASTM C -BD. -GRADE N. TYPE 1 (OR CATER).- - 0. META4. FRAMING - 16GA (.060) MON IMUM THICKNESS 42) ALLOWABLE STRESS INCA OF 1/3 WAS NOT USED Ii THE DEMON OF THE PRODUCT SHOWN HEREON. WIND LOAD DURATION FACTOR C4-1.8 WAS USED FOR WOOD ANCHOR CAL.A 13) FRAME AND SASH MATERIAL: RED PVC 61■110MIN..� sweSasnsleINS TABLE OF CONTENTS •• • • • It • SHEET NO. DIPTiON ELEVATION AND GENERAI. NOTES 2 - 4 ONSTALLATNIN DETAILS 5 COMPONENTS AND GLAZING DEVILS _a. •. • • • • THE HURRICANE WINDOW& DOOR FACTORY. LLC. • • • • • 1?t1tL CRYSTAL CONDO RD • • • • rum MYERS. FL 33968 • • D000P PVC DOUBLE HUNG WINDOW •• H1 d)4'*Ooo •PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES O M NM • • • • • Ft. 00399 • • • • • • /08 SWAT 1 Of 5 • • • • • • • • • • •• •• • • ••• • • • • ••• ••• • • • • ••• • • • • • • • • • • • • ■ • •• •• • • • • • • • • • ••• d 1.25' mix DAB. CONCRETE/ MASONRY BY OTHERS IX BUCK PT 4 d e PER UEfER SEAL BY OTHERS Iv otwveo. A AIXXD aunts ! KIM) moots 1 3/8' LEN. EMB. METAL STUD fiGA IUN BY OTHERS e/DVRM tRL. aut APPROVED .25' max. SHIM SPACE .25' MAX. SHIM SPACE We FILLER RIGID FILLER #l0 WOOD SCREw 3/16' TAPCON INTERIOR HEAD & .,MMB CCHIGNEIESIAGONEW FLANGE ONOU.LAWCW Wee SHOOK JAAGISSOHJIR EXTERIOR EXTERIOR INTERIOR /HEAD & JAM wOODRIMINDORFXRUCKRAMSEMAILLAWOM NSADSHOislaJAMWS5501All ROD FILLER Bi0 TEK scREw DRERIOR INTERIOR HEAD & JAMS AIhTa Fauta LR RLANGEIYSCAUATICW HEAD GNOIW4 JAWS MGM 25' MAX. SM111 SPACE EXTERIOR INTERIOR 010 TEX SCREW Rae FTLLEt .25 MAX. Sail SPACE 3/16' TAPc1 ROD FILER SHIM SPA. ix BUCK PT METAL IF�RAMING - BY OTHERS 4 Q ° 2.50' MIN. EDGE DISTANCE J CONCRETEXASONRY RAMIE OGITALLATION cONCRETE/ MASONRY BY OTHERS WOOD FRAMING OR 2X RUCK RAMIE INSTA IATIOM • • • '.• • • • • • • ••• • • • • • • •. • • • • • • • • • : 1 tom 4 1.25 MILL EMB. 1 CONCRETE/ MASONRY BY OTHERS 1 X BUCK PT 4 G 4 • te. _ , RIGID FRIER IS 1i 3/18' TAPCON .2$' MAX. SHIM SPACE INTERIOR HEAD AJAMB coNCIMMASONRY BOX MAIEI STALIATION MAD SHWA JA SISS7MiLAR INTERIOR 3/1r TARN RIGID FILER .25 MAX. SHIM SPACE 1X BUM PT 4 Q V 2.50' MIN. EDGE DISTANCE CONCREIEIMASONRY BOX FRAM EMISTALLATIO N PERIMETEM SEAL BY OTHERS 1 3/8' MIN. EMIL. .25' MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB S OD FRAMING OR MUCK =FRAME I STALIARON WAD WAD SHOWILJAMBS SIMIAR CONCRETE/ MASONRY BY OTHERS s�LL WOOD FRAMING ORIN BOX FRAMS oNSTALLAT7174 •. • . • • • • • • • •.• • • • •• • • • • • • • • ••. •• • • • • • • • • • • • • • .4 • — _ • • • ... • • • • • • • • • • •• •• • • • ••• A 1 &ODEO 0( RTS & REIRSED ANGNORS i I/0./OD 1 RA. NPROvED STUD Ism MIN BY OTHERS RIGID FILLER SCE ANTERIOR HEAD & JAMB METAL FROMIXOBOXFRAMETAISTRUATION A08+CAR EXTERIOR INTERIOR .• MAX. SHIM SPACE 910 TEX SCREW RIGID FILLER .23• MAX. SHSE SPACE METAL FRAMING 16GA IRN BY OTHERS META. FRAMIN8 BOX FRAME INSTALLATION Siselookaonsr THEHLIRR/CANE WINDOW & DOOR FACTORY. LLC. • • • • •12t41 CRYSTAL CONDO RD i • • • • Font MYERS. FL 33988 DM100011 PVC DOUBLE HUNG WINDOW • • • • Dtit00OS 'PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS 1T0«a • • FL 00399 • 1C:• • 3O 2,0t/0B I eat 3 OF 5 mum • . • • • ••. • • • • • • ••• • • • • • • • • • • • • •• •• ••• • • • • .i. 4 tar MN. MB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR 9 .25" MAX SHIM SPACE RIGID FILLER 3/16' TAPCON INTERIOR HEAD & JAMS CONCRETENASONRY. RN OSTALLATICX WAD SWOMMAGI SAMAR EXTERIOR INTERIOR 3/18' TAPCON 1X BUCK PT RIGID RLLER r.25' 4 Q 2.50' MIN. EDGE DISTANCE 4 SILL CONCRETWASONRY FIN WSTAUAT1W4 WOOD 2X f3UCK FRANNG BY OTHsR.S SH£Am BY OTHERS 138' MIN. EMB. _i .25' MAX. J SHIM SPAN RIGID FILLER #10 WOOD • SCREW INTERIOR NEW & JAMB WOOD FAUNAS OUZO= FIN UfS►IILtATIAM KEAD SHOMIJAA489 SMEAR EXTE1i/OR i= z;2F1[ir- WOOD FRAMII+Ui�� i BUCK !��� BY2XOTHERS SHEATING 1M CONCRETE/ BY OTHERS MASONRY BY OTHERS 10 WOOD RIGID FELLER SHIM SPACE I38' MIN. EMS. WOOD FRAMS Ori21 [BUCK RN UNSTALUTTGIN .. • • • • • • • • • ••• • • • •• • • • ••• • • • • • • • • • • • • • • • •• A • • 4 • • • • • RUMS a► atsea>oaeAr A a>usEO *urns a REVD ANCHORS B/O•/Q 1 w. METAL STUD 16CA MIN BY OTHERS .25' MAX. S1-UM SPACE RIGID FILLER !10 TEK SCREW INTERIOR HEAD & JAMS IiEAlLMA =FWWSTAU TION READSKO MILJAVESSAWAR EXTERIOR INTERIOR 14114 1I111141l ": 16GA MIN MAILING BY OTC 10 TEK RitAD FILLER .2S' MAX. gal SPACE METAL FRAMING FW nvsrmAnom wow. seemomfut TN, ItUIVKAIF WINDOW & DOOR FACTORY, LLC. • • • • 12141•CRYSTAL CONDO RD • • • • • FORP MYERS. FL 33966 • :.sD 0�1 fig DOUBLE HUNG WINDOW FIN INSTAW1flON DETAILS DOUBLE HUNG WINDOW ro .••• R.LS • • • • �. FL 00399 • • r,Nrs• P4 2/12./08 191174 OF 3 • . ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • . • • ••• • • • • • • • • • • • •• • •• • • • • • • • • • • ••• • 4.455• 3.08• HEAD 8 JAMB (8301) '.8r .224 SILL VINYL PVC .OarDOCK 1.921• 1 .3 1 l.I9" 1.921' 41* ocsoe.m. • I aOED coars a REVISED ANCHORS 15/447. iR4 o 1.51' Lb HEAD ADAPTER (8941) SILL ADAPTER (8342) STIFFENER(ST100713) RN ADAPTER VINTL PVC-Or 1M C WM PVC .06" THICK 1804 GALVANIZED STEEL van Plc arm= 2.199' �-- 1.13' 4 1 INNER RAIL (8 9 V1IIMPVCA7 nt= 3/r .125 11 BITACnE ,125. 11S INTEMOR OUTER 17'ERLOCK RAIL (83071 V9{114. PVC SP MICK 1 .185" HS .125• M5 .090• .090• BUTACITE SENTRY PIB CLASP= AL SASHf831 141111.P1fe OT7ii9C Jor .188' 15 .12r 45 — .125• TEMP VERTICAL SASH (83091 5116' PLAIN BEAD (89211 sir UFTBEAD (8320) Mtn MAI' Mac .125- TEMP WW1. PVC ArTHICK WM PVC Ar714 C 1.052- 293 - .225.1 1 .985' nus 7/8• UFT BEAD (832PLAIN ' PLAIN BEAD (8325) 1 PVCdW"THCK Mitt PVC A il=C1l S9CAFLEx 552 SIxaFLE5 552 GLASS TYPEA TOBE USED IN011IOOOP GLASS TYPE TOSE USED SVDHmXOP GLASS TYPE C 1O BE USED HIM CO003 t- x-.797' L 1 FILLER VINYL PVC .1S•Ti ICIC r R= FILLER VINYL PVC .18" THICK • • •• • •• • • • • • GLASS TYPE D TO SE' ISEDINDHIO00P • ••• •• • • • • • • • • • • • • • • THE HURRICANE WINDOW 8 DOOR FACTORY. LLC. . : . . • •12411 CRYSTAL CONDO RD • .. . FORT MYERS. FL 33988 • ▪ • oi910002 •PVC DOUBLE HUNG WINDOW •• 011490OS•PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS ORMIlb SCALE S • • • • • • • • ••• •• •• • • ••• � ova re. • • FL 00399 °ug 2 /03 941'5 OF • ••• .• • • •• • • • • • • ••• • • • • • • • • ••• • • • • • • ••• •• •• ••• : • • Florida Building Code Online Bas Home 1 lag In 1 trot Topics I Submit Surcharge 1 State & Facts oMMUN1TYp I NraNG j N�fIJ�Il G & G ail 1 o oFikt' ; iEFJGE Product Approval USER: public User Page 1 of 2 Wbfwtlons 1 PBC staff 1 SCES Site Map 1 Links 1 Search EtegMCLARESWELEIRMI > Product er Aernlikatten Seerh > Agegottenitd > Application Detail 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 Certification Agency Validated By •• • • • • • • • • • • • • Custom Window Systems, Inc. • 1900 SW 44th Avenue •••• Ocala,FL34474 • (352) 368-6922 Ext 207 miafevre@cwus.cc • Michael LaFevre mlafevre @cws.cc Michael LaFevre # 981 NE 16th Street Ocala, FL 34470 (352) 368-6922 Ext 215 mlafevre@cws.cc •• • • • • • • • Ralph Emminger 981 NE 16th Street Custom Window Systems, Inc. Ocala, FL 34470 (352) 368-6922 raiph @cws.cc Certification Mark or Listing Keystone Certifications, Inc. Referenced Standard and Year (of Standard) standard PA/TAS 201/202/203 Equivalence of Product Standards •••• • • • • •• •••• • •••• • •• • • • • • ••. • • • • • • • •••• • • •••• 1994 • • •• • • • • • • httn://www.floridabuilding.org/pr/pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39... 12/11/2008 , Florida Building Code Online Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 11/16/2007 11/16/2007 11/20/2007 12/11/2007 09/12/2008 Page 2 of 2 Summary of Products Model, Number or Name Desert , tion • • • • • • • ' 7067.1 1 N j' HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Inopa t) 74x54,• XO • • •••• • Limits of Use Approved for use Approved for use Impact Resistant: Design Pressure: Other: Large Missile, (Impact), laminated interiayer when used In HVHZ: Yes outside HVHZ: Yes Yes +60/ -60 74x54, DP = +/- 60 psf, glass will have DuPont's In HVHZ. Certification Agencre rtiiicate • j9.7067 R1 C CAC 13§'1•54.pdf • • • •. Quality Assurance €enlrect Exp1satioii Date.. •••• . • . Installation Instruct3oua . • FL7067 R1 U CWS 7..Q S -8200 br act).pdf. • fL7067 R1 II DuPoltj_E NOA•05- • r : 1 .4 19 -7067 R1 JI_Mlkroli '%O4_06 -1220 l 1,pdf Verified By: Keystone Ceriiticatlos RAC.• • • Created by Independent Third Party, • • Evaluation Reports Created b Inde r endent Third Pa : Back I Next Department of Community Affairs Florida Building Code Online Codes end Standards 2555 Shuman! Oak Boulevard Tallahassee, Ronda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 Q 2000 -2005 The State of Florida, All rights reserved. Copyright and Disclaimer Product Approval Accepts: • •••• • •••• •' ••• •• • • ••• • ••• • • • ••• httr,• / /www flnririnhnilriinv nra /nr /nr arm cltl. aanx ?nnram=wGEVXOwtDavmivMZSQ39... 12/11/2008 HORIZONTAL SUDER ELEVATION (LARGE MISSILE IMPACT? TABLE OF CONTENTS GENERA. RTES & ELEVATIONS-1 ANCHOR SCHEME AND NOTES._.....2 DESIGN PRESSURES &GIAZ NG 3 SECTIONS & ALT. EXTRUSION! & BILL OF MATERIALS.--.5 INSTALLATION OET ' IMPACT REDURE ENT: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY 49114 THE 2034 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3 CONFIGURATIONS: 'OW OR 7110- 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND CLASS TABLESASTM E 130972. - POBITTYE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 199602. &ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 68 FOR ANCHOR DETAIL. E. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY V11EI.DED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAILAND JAMB. E. REFERENCE TEST HORIZONTAL SUDER'OAP.'XJO : NCTL- Z103187 -16, NCR - 2103187 -1 9. FLORIDA PRODUCT APPROVAL NUMBERS: FL- 7080.1. Fi- 7057.1 10. SERIES /MODEL DESIGNATION HSCIOIL 11. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE BUCK OR PRAWNO E THE RESPONSIBILITY OF DEARCH1TECT OR ENGINEER OF RECORD. 12. THE DESIGNATION X AND 0 STAND FOR THE FOLLOIMNC X • OPERABLE SASH.0 a MET SASH 13. SECTION CALLOUI'S FROM O/X ELEVATION APPLY TO ALL ELEVATIONS IN ASIMUAR LOCATION. •• • .• • • • • • ••• • • • • • •• • • . • • • RARt' M� • •� • P' T169NFORWT= carameeW1Msonv soerne actspacoarrvev Cif8tom VattOOMINSTEMS. INC. an rtMNIOR ASAWHi.H•7MOYTiYlB MUM PEAUME11010312 CUSTOM W0DCWSIRSIB .M. Imo a • • • • • • • • • • •• •• • • • • 1. • • 1 • •• j /4r • . . •lk•i' la P.E. 143 WSW: • ;i•••;• ••• • • • • • • g • •••• •• ' •� • • • • ••• '•. • to • '. :i • .• • • • • •.••• • ••• •1 • s . (: • E• • • • . • • • ••• • • •• •• • • • • ••• WINDOW SYSTEMS 1900 S.W.44THAVE UE OCALA, FLORIDA 34474 AL NOTES 8 ELEVATIONS - LARGE MISSILE IMPACT PVC tee SUDER °RAI" BY: BAT BATE 413012007 1rooE1 8200 SCALE`s NTS REV.LETfFK DWO4 NDc OWS -157 T: 1 OF 8 NOTE& INSTALLATION ANCHORS TV. 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS REG O AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE: SHIM STACK TO BE 114. USE SHIMS WHERE SPACE GREATER THAN 'U1W IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. �.3 W DUl ELCO TAPCON (OR EQUIV.) MASONRY ANCHOR MUST BE OF SUFFICIENT LENGTH TOAC&*E E A MIN. EMBEDMENT OF 1 UV INTO MASONRY THRU FRAME ORTHRU 1 BVWOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 VS' SHALL BEACHIEVED. &• IMO WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TOACHIEVEA MIN. EMBEDMENT OF 1 X. O. I8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TOAC'HIEVE A MIL. EMBEDI.IENT OF 11/Y INTO 2 BY %COO BUCK FOR FIN INSTALLATION. 7. SEAL CORNER WITH SMALL JOINT SEAM SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. PROPRIMAY ANo 'ME awartivatabt comma) ova ortemeacurent WICONINGT®NI.•C. ANY REPRODLCIIDBN PART CRAB yyr,, ��,�.., MITTEN PERMS:MN a= asiceswocomivaraus. •• • • • • • • • • • t cHOR LAYOUT INSTALLATION ANCHORS 'NA. • • • • • • • • • • • • • •• •• • • • • ••• • • MODULAR SIB (UNI[WINDOW SDI W 1D1H (IN) HEIGHT(IN) GLASS TYPE 17 7/8 2912 243/4 A.B +60/40 2712 460/-60 . 460%60 +60 /-60 31.12 3512 3912 41 12 4312 47 12 54 +60/40 +60/-60 460/40 4601-60 +60/40 +60 -60 460/-60 46W-60 460/60 +60/40 +60/ -60 460 /-60 +60/40 +60/-60 2912 AD +601-60 460%60 +60%60 460160 +60%40 460 /-60 +60/40 460 /-60 +60/40 3112 A,8 +60/40 +60/40 4601-60 3312 A.B 460/60 460/-60 +60/-60 460/60 460/ -60 460/-60 +601-60 460/40 +60 /-60 +60/-60 460/40 +60/60 460/-60 460140 391/2 A.B 460/40 +60%60 +60 /-60 +60/60 ' 440/-60 460/40 +60 /-60 +60 %60 460/-60 4112 460/60 +60/60 +60/-60 4312 A.B 460/ -60 +60/40 +6040 +60/60 +601 -60 +60 /-60 460/-60 +60 %60 460 /-60 460-60 460/-60 460/-60 460/40 460/40 460/-60 4712 460 /-60 4601-60 +60/-60 +601-60 4601-60 *60 /-60 460 /-60 • 440/-60 4601-60 5112 +60 /-60 460/40 460%60 +601.60 +60/40 460/-60 460 /-60 +60-60 74 +60/40 +60/40 460/60 460 /-60 460 -60 460/40 460%60 460/40 460/60 CO MMO D17Y S12S (11P•71P) 111JC1IT(1? W ID1L (II) GLASS TYPE 191/8 38 3/8 c SO 52 SS 1/4 26 A.B +60/-60 +60/-60 460 /-60 +60/ -60 2812 A.B 440 /-60 +60-60 +60/-60 +60 /-60 37 A,13 440/-60 +60/-60 M0 +60 /-60 531 _ A,B +60/-60 +60/40 ,..460/410 /, +60 /-60 A,B +60/60 +60/-60 'c,:_±6 /60 460/ -60 314' OVERALL 1G' ANNEALED GLASS SofRr MR SPAT Sd16' LAMINATED it ANNEALED GLASS 3+32' DUPONT PVB INRERLAYER 1f8' ANWEAL ED GLASS GLASS TYPEA 3WP OVERALL VT TAD GLASS W16' AIR SPACE VIG* LAMINATED - - lir ANNEALED GU S' S Nom MST DUPONT PVBINTERLAYER IF WE INTENDED IS NOT SF 0V L u8' ANNEALED GLASS USE NEXT LARGER SEE. •• xs,..c � •11-4 ? • • • .9 s,.t...<' PROM/1M 0 -._.• ,.• • • .'' DE WORMY= rzuraGO� IRO oarywma�mu�sas'4;. • �r wam0wsSsreesae.atr avrawAS ",�, y •• j�,.,. c7.: q� I' MOTEUF mercuroaramomentfEN4 te6. IS'-5:�_' -:� M10!� ^$.Jf_ ' • • • • • • • • • • • • • . •• •• •• • • •- " -" • ••^ • • ••• • ® TYPICAL HORIZONTAL SECTION acne LEMMAS MD AYar Ra•ir morn sax OrrAMwY IMPACT HOOK SPAN 1) JAMB HOOT* A) 6• FROM UMT EDGE TO EDGE OF 143014. B) ATHIRD HOOK IS CENTERED tP UNIT HEIGHT IS GREATER THAN OR EQUAL 1035514' 2) SASH CATCW A) 2 -1Q' FROM SASH OMER TO EDGE OF CATCH B) A THIRD CATCH IS CENTERED 04 SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314•. SASHNID FRAME HOOKS ARE TOALIGN WITHIN V4 DETAIL D (JAMB IMPACT HOOKS) @j�CAL SECTI4,I}}_ NDT� mSaAlSmtm4 CUT NARY l IMPACT HOOK SPAcINa 1) HEAD HOOKS A) fr FROM UNIT ECM TO EDGE OFHOOK. B) A THIRD HOOK IS CIDMERED IF UNIT NAVIN IS GREATER THAN OR EQUAL TO61314. C) U+4ER NOM 3 Ter FROM EDGE OF MTG RAIL. 2) SASH CATIK A) 2`1Q" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTI4IS GREATER THAN OR EQUAL TO613i4'. SASH AND FRAME HOOKS ARETDAUG'NWIHWN116'. MEW Ata 8 27.29.38.41.47 60.53. AND 84 ARE t� 8Uf SHOWN FOR CLARITY. • • • • • • ••• • • DETAIL C e. (HEAD IMPACT HOOKS) • •. PROPRIETARY PAD C NTW 1!� DIFOR\ogmNMUSED a1@DBORAWINGI8TC MI NDOWBYSTEM INC. NW REPRODUCTION •i PARTOR AS1 VOISITIENPERUMSOM OPCUHIT=racers rimeSBs,INC • WIDOW STROM S.W. 44TH AVH4UE FLORIDA 94474 VIEW &ALTERNATE FIN FRAME- LARGE MISSILE IMPACT • • • • • • • •• • .• • • ••• • • • • ••• •• • • • • • • • • • • •• 3r• $ s 3 4 3 s 7 to 11 13 I3 14 13 14 n ID 21 n 23 24 35 24 27 15 30 31 33 33 34 35 3• 37 33 39 40 41 a 43 44 .43 44 49 a 4, 51 51 51 a4 as as 61 N raa• oaaa4pew dO031 tam 61.3141053. NA Head 146031 I .0t waap. Pfla Wad *dna.8K wags. NC.La. I4 1 SAM R.,SH. WING. MA Ito N6C01 Rat pad. 51483 Raid. Fad. dal N46027 Sub Nina OAt C 144497 Rekt. &whited Rd F46Cii SaesMoat FVC(88.abra0) 3-1498 Red. aBR+SS%Fair aH003 rah add Road. Rd 841005 .backIVC 88018 Oa. ed,24 3k4,. agate. 86318 Oa. DS. 3/4•04.. Vat s6018 Gk. BS, 3d ash. Haft 5.6018 6f 80.Ste,SadL Vert 84013 AdatR.soba, NQ, iiaic 84014 :;.Adapt,aiC.Vat SIMS Ram Oda aft Pig le S-1591 Oda. NRMm S75041 p4534 r Pamt•idam P37a3 1,aa1, hood RVC P3754 . hpait NC • P328 Woo lbarulna 03854 SM. Robs F.tda. P3479 0273*.187 back Mal.Qay P 3 7 51 IMO R 1MMS&0 P3783 5a OMB Rs Sala POMO it =UM OEM da Pataa lea 05413 Cad F111QCYOS P3010 Oub Vty1etOWeaa% dOb Pa a1 = a 318' Saar, Rune Mad lbdr 0430 .81.5404 P373, Cap PpylwTOde 03463 11d.Tm4ad.lf P3438 Iad, Ueda. "if PTBSt Bk.80DR.78 a Sr a grip MS Out lobe, 'SRC Tab. toedAS71t PS* la 03513 QNBIba(1 o) Saes PVC FRAME FLANGE -6031 0 113RO' 17nr PVC FIXED MTG. RAIL -6001 43281 -. ,Dassoal,Hied ,oaaSad.Stith Faint, Kea. Raga+, Vat P3321 Sows Foam arrerKay 03381 Sono r* 13* V IMelds* 133228 Semen . ASQa.Bk. 03@8 Rind 57577 Frame Oak Oat pVC, G 64498 socaeatosa, Vet PVC FRAME FIN -6026 PVC SASH MTG. RAIL -6027 SASH CORNER CONSTRUCTION CORKER SEW (al SCES) FRAME CORNEA CONSTRUCTION (AU. SIDES) PVC SASH TOP/B7M RAIL. -6004 PVC SASH SIDE RAIL -6028 SASH MTG. RAIL-1491 ALUM. REINF. 8063-T6 sir ss< PVC ROLLER TRACK -6005 SASH IMPACT HOOK-1656 27Q ANCHOR CUP, P4760 ALUMINUM 6083 -T6 „13. L PLAN VIEW OF ANCHOR CUP ALUM. 6083 -T6 311911-1 W4tg; FIXED MTG. RAIL -1499 S.B.RJS.S.R. -1498 ALUM. REINF. 6063 -T6 ALUM. REINF. 6063 -T6 FRAME IMPACT HOOK -1677 PVC SCREEN SUPPORT - 6014 ALUM. 60133 -T6 (HS HEAD) 1 SPIV 7aL_ PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 11/18 MAME ACT ALUM606063 -T6 116048 1!h p Ha. actin. PVC' 03113 SOW 0i pa9, PVC NOTE ITEM 19 IS NOT USED IN T10S PRODUCT.1 • •• • PM:PRET/VW AND C0a61ppaTIV. • • 7Fa1iraos losCCaTAIIYoNws wawa tS71$soi s WIDOW MITER& NC- PAY REPRODUCTION PAW �v CF CORY N08 MUS,d8 • • • • • • • • • •• •• • • • • • • • ••• • •• • ••• •• • • • • ••• SHEATHING BY OTHERS EXTERIOR FDISH BY OTHERS CAUUC REFUND AN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAUIX BY INSTALLER u2 (MIN. EMBEDMENT) WI WOOD SCREW 2 BY WOOD BUCK INSTALLATION ANCHOR. ii111110HO Lrr tt BY OTHERS app,IA °t2 2 BY WOOD BUCK BY OTHERS �+ --I/P MAX SHIM (SEE NOTE 2&3ONSHT.2) ,MStall (SEE NOTE 2&3ONSHL2) INITALLATKBIANCHOR. 118 WOOD SCREW WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CA RR BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHER SHEATHING BY OTHER I ` 1 :i111ii r1 rTM "'MU NOTE I/ 3ON6rt..,_ a) orItob o ®VERTICAL SECTION RN (WOOD) 2BY WOOD BECK BY OTHER INSTAL UITIONANCHOR. sawnoo SCREW LUZ Pet SUIEDIR341) r SHEATHING BYOTHERS EKIERIOR FINISH ELY OTHERS CAULK BEHIND FIN BY INSTALLER WIDOW FRAME JAMB WINCOWWRAP BY INSTALLER PERIMETER CAULK BY INSTALLER (I} HORIZONTAL SECTION 1Li FIN (WOOD) •• • • • LIZ SRN.) •••• • ••• • •• •••• IN THISOROVING SA* Ammon aroma, INC. ANY sePRa4uanzo Asa%Hos • • • • • • • ••• •• •. • • ••• • • • ••• • • •• ••• • ••••• • • • •• •• • • • • ••• 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 tlr:riiht to have this product or material tested for quality assurance purposes, If this product or mated fails tognn in the accepted manner, the manufacturer will incur the expense of such testing and the:AHI.hiay imjcjiately revoke, modify, or suspend the use of such product or material within their jurisdiction. I3ORAceservbs Jko tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisor; 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 F18115 T'uilding•CBde, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites • • •••• • •• • • • • • • • • APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & • lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09 /25107;sigkd and ;via, by • • Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notic8 s�f.. • 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 2411.3.2.1 • try , pe (b) and TAS 20�2� 94. ' • • Along with marked -up drawings and installation diagram of aluminum chat slvinging •••• • French door w/ sidelites, prepared by Fenestration Testing Laboratory, Iac., Test Repo. •' No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rioi2dt, .E. • • • •• •. •• • • • • • • C. CALCULATIONS •••• • • 1. Anchor verification and comparative analysis dated 06 -21 -07 andlast.fevised'oif:' • 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 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 \s.L.1 1. Lh4J_ lshaq 1. Chanda, P.E. 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. (.402") 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) 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. (.465°) CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN,.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE 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 , XO. OX, XXO OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% 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, 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., SET. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE 1 EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS -► .402 -+--�e 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR • • SrFL� •EMl1M • 1/2" GLASS BITE In.! 344 6E4 511121 1HEk GLASe • • • • • • • • • -► ,465 . -A • • • • • • • • • • 7n6" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida &Odin Cade to a.:,& Zoa7 NOA# a7- 0 449. 10 Miami Dade Product Control Mel 1. (.Lr4.L Road* Refs ftread Fx may: FK oeen•e RK Lore a99/07 Daft 122/07 rs fA _ • • 1079 a16vE e 9 a ADO OUSE BREDAL TOEWINGDETA#$AGO GLASS D .7 M, MIME • .. A NOTE 1. GLASS 7.6 ADD NOTE a P.a Ng 1529 • m aee�e aa,c Nom& FL 34274 Rimiskos CLARIFY EXT. OFEilASS, OVERALL TML701sieSAND MASS ERIE J.J. 821/07 Ramiro. • Visibly AZO1ES 4 D GLAZING DETAILS /tL#IL:FRENCH DOOR & SIDE LITES, IMPACT W.A. • aua Eb! w.eeaa - lade E13101 ix 1 d 10 11005 -1 B • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• TABLE 1. DESIGN PRESSURE _ OR ALL CONFIGURATIONS ® APPROVED CONFIGURATION , 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LIT'E PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT 7° _ 83 3/4 87 3/4" 91 3/4" X WMDTT •l` XX WIDTH 68 - 79 3/4" 371/2"JA6° 71 3/4" +75.0 -75.0 75.0 -75.0 O WIDTH SING 8 °- 953/4" 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ES 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 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63,1 -63.1 O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I 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 LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 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 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 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 63 314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 314" +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, C OR D 10 3/4" +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 • 4 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.. 36 118" +35.2 -35.2 +352 -352 +352 -35.2 +352 -352 424 +42.6 •• +34.4 z2) •:426 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 Arai* Mir Rebfgrar Wad OF FJL Reed* FJC Daft SnBroT balm 8/!4101 Madams A REVISED TNIE OFENGN PRJSI.REBAND dOR•RESff.t l LpN illteMASS TYPOS MIX MESA/TO NOTE8aADDDNOTE85d8 'NOTE 1, 2 63 ADD NOTATIONS 70 TABLE fAND2 REDUCE MAX WE TENON PRESSURE AND ADJUST. AIL WSFOR TABLE2 maned: Late rlaaraew aver FJC 211T107 J.J. 8@1!07 34.0 -34.0 4 f00AMO E PA. ,x 1E28 • NOKOMIS FL 34274 +34.0 -34.0 NOTES: LAMI 1/8" .090 PVB 3/16" ' B. 3/80 • i 178" -HS /8931 PVB; 33(16HS) C. 7118" LAMI (3/18" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16° HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 109 112" MAX. XXO /OXX WIDTH = 107 3M" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° 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 APPUCABLE 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 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.8 / -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 LITES DESIGN PRESSURE _ +43.1 1-43.1 PSF ®6. 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. i • • • • • • • • • • •• ••• •• • • • • •• • • • ••• •• Approved as c0, piying with the Florida tut: m Code 200 7 Dam 7 i O Z9. 2 NOA4y. ----- Miami Dade Pratuct Co"Uvi L3EaGN 1ESSURES ALUM 4FiENCH DOOR & SIDE LITES, IMPACT F0101 Ix sma 2 10 maa,xa 11005 -1 1 B • • • • • • • • • •• •• • • ••• • • • • ••• • • ••• • • • • • • • ••• • • • • • • • • • • •• •• • • • ••• SEE NOTE 4 OX OR XO 36 314' �� 1091/2" MAX. 36 N4° MAX. SEE NOTE 3 I MAX. \ 1 -1E O Er O ! hn il O Er IA M y \ E / EI' X 11 1 -IE Q SEE NOTE 4 371/2" 24 9116" MAX. A MAX. _ DLO (TYP) OXO SEE NOTE 4 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. A 36 3/4" MAX. 33 518" MAX. DLO (TYP.) 36314' IIII���� MAx_ 143 3/4' MAX. SEE NOTE 3 38314' MAX SEE NOTE 4 95 3/4" MAX. (fYP.) 84 3/8" MAX. DLO (TYP.) •• • • • • ••• •• • • • • • A• • • NOTES: W • • • • • • • 1. F O R ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • • • • • • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • ••• • • 3. SIDE LITES OVERLAP 7C AND' OC DOORS BY 3/4° WHEN ASSEMBLED TO MAKE X0','OX','OXO' DO(O','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7(' AND 70(' DOORS AS FOLLOWS: (7C DOORS = WIDTH :.646 ) .('HOC DOOR =DOOR WIDTH/2 - 4.079) tIVA G G SEE NOTE 4 4' C •) DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5118' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8° Rawl 88 Oshie Relskas Raw d89 Vac FJC 8M•D7 Rem* Aft FK 8g4b7 Damn 89 taa FJC 2117/07 Roatime e CORRECT' VETICAL DLO AND FORMULAS , A ADDLLOFORMAIFOR DOOR AND &DE LRE ADO DOOR DLO DBt 883OIFY DEAD BOLT AND BP6^.B:Y7C ACT. AND 7l'•IACT. chodad J.J. 821/07 • • • • • • rmtio avE FAT • • • A(,OWERENCH DOOR & SIDE CITES, IMPACT NOKOMIS; FL $4274 Vbibly Better a x• ai Daee.,c r•aa w.a F0101 nppi orci :,< _tm:+.Igi"K witb !be ilvda "o rode Gal O.T�j ZcU ntM o7_.d gx _ Gadx in.dxhtsa''^'7 NTS 3 d 10 11005 -1 B PE 838772 Saucw,al • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • ••• 0/ ('IrI 1E\ XACT. 1 Co \ /E- 1 T1 X INAC \ 1 -1E O Er O ! hn SEE NOTE 4 95 3/4" MAX. (fYP.) 84 3/8" MAX. DLO (TYP.) •• • • • • ••• •• • • • • • A• • • NOTES: W • • • • • • • 1. F O R ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • • • • • • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • ••• • • 3. SIDE LITES OVERLAP 7C AND' OC DOORS BY 3/4° WHEN ASSEMBLED TO MAKE X0','OX','OXO' DO(O','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7(' AND 70(' DOORS AS FOLLOWS: (7C DOORS = WIDTH :.646 ) .('HOC DOOR =DOOR WIDTH/2 - 4.079) tIVA G G SEE NOTE 4 4' C •) DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5118' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8° Rawl 88 Oshie Relskas Raw d89 Vac FJC 8M•D7 Rem* Aft FK 8g4b7 Damn 89 taa FJC 2117/07 Roatime e CORRECT' VETICAL DLO AND FORMULAS , A ADDLLOFORMAIFOR DOOR AND &DE LRE ADO DOOR DLO DBt 883OIFY DEAD BOLT AND BP6^.B:Y7C ACT. AND 7l'•IACT. chodad J.J. 821/07 • • • • • • rmtio avE FAT • • • A(,OWERENCH DOOR & SIDE CITES, IMPACT NOKOMIS; FL $4274 Vbibly Better a x• ai Daee.,c r•aa w.a F0101 nppi orci :,< _tm:+.Igi"K witb !be ilvda "o rode Gal O.T�j ZcU ntM o7_.d gx _ Gadx in.dxhtsa''^'7 NTS 3 d 10 11005 -1 B PE 838772 Saucw,al • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • ••• 0 o )1a161 "TAM A _A 0 • 0 INTERIOR MAX DOOR HEIGHT 1.489 DOOR SECT. A A VERTICAL EXTERIOR 60 MAX. DLO BMOC ,tom 8 NO C2f RAVE THBSHEET: Dabs 81487 Oft =fig kwtib>c A tbdadBD J.J. SHOWDOWDE HOLLOW HEAO =MN AT CORNER AS Y ODD 821/07 Rs 6 MA SIC LR HEIC • • •• • LC Ni,,--_ �F1I..r •• • • • — • • • • • ••• •• • • SL SECT. B-B VERTICAL •• INTERIOR E E HT ••• •• • • • • •• • • • ••• •• .7D ncvor• P.C. ikot ma • mamma H.3 274 VW* Better SLVIEWG -G CORNER ASSEMBLY Approved us complying vr(th the Florida Date derIBod20d% NOAm p7-OL7 . /O MlamipDade Product Control BB, cL. s" I.B EA rd -,to. PLC ELEVATIONS 14ZP1M! DRENCH DOOR & SIDE LITES, IMPACT Raea•. 11005 -1 odreaae DAD FD101 1/2x 4 d 10 B • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MAX IOC WIDTH MAX. DLO DOC SECT. C-C HORIZ. DLO MAX. x WIDTH 1-0--MAX SL WIDTH►I 7C SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) i� —MAX SL WIDTH1 INTERIOR EXTERIOR MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) •• • • • • • ••• • • • • • • • • SEE TABLES 1 OD t AT • • • • • NOTES ON SWEETS I • • FOR APPLICABL$rY• • • • • • • • • • SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Rost er Fx ws.e•t� ROC asimair F.K Dabs 8R9N7 Der 8/14107 Ords 2121107 Rwarkay B Revisions A caedaayc NO CHANSE THIS SKEET. ADD1OCR NY8IDEMeTO1 EEAB01g8ESID:1J7E roSECT: AF 6%21107 • • • • tom A.O. &X1529• FL 34274 Visibly Better TICS. SECTIONS AL M?CRENCH DOOR & SIDE UTES, IMPACT s a rat • eats m.a or•an a.s 1=0101 1/2K 5 d 10 110051 B Approved es complylugwith tits Florida Bm,iing Cod Date OG 1 y Ord, nom Miami Dade product oahol • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 60 9201 692013 SIDELTTE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 92113 6921 SIDEUTE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 91613 60381 SIDELTTE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 85 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 66 934A 61641M SIDEUTE JAMB ADAPTER 8 995 70995 GASKET (BE1WEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 998 70996 GASKET (BE1WEEN HEAD & FRAME JAMB) 70 712653K SETTING BLOCK, 3/32" X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1° W /PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986. BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3116" HS 20 91513 60380 FRAME JAMB ( OUTSWING) 96 GLASS, 3/8" LAMI -1/8° HS, .90 PVB, 3/16" HS 21 1010 6Q300 WSTP.,Q-LON .190 X.375 HIGH 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16° HS 23 1140 78X112PSATS #8 X1.500 PH SQ A T/S 102 11006A 141108A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT ''��i j I 26 1118 710X34PFA #10 X.750 PH. FL SMS 27. 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 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 -,I� p p 360 .055-.--11-.--1- Q OUTSWINGTHRESHOLD 3 CHANNEL COVER 6083 46 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 39 997 7834FPT 70997 #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) Approved as Complying with the Florida Dom'mg Codc Date OcT l G/ 9.7 NOM 07 ^O 2 O Miami Dade Product Control Dy 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #8 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) ( ) 45 9846 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 2.750 I 1 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1 1.000 48 1139 7634F 1/6 X .750 PH. FL SMS 49 50 982 FD2PTAY 6R180FS 2 PT. LOCK ASSY. • • RUBBER SLEEVE • • • • • ••• • • �I r I 114'1 Ro E#3971 P.E. Structural 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) • • • . .125 • • • • • • • QQ TUBE MULL • • • • • • • .6083 -T5�; 52 931 7FRSPX DEADBOLT STRIKE PLATE • 53 1118 710X34PFA #10 X.750 PH FL SMS ' • 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS Hewer Oafs Awe • ••• • • • • u • • • • • •. � 1•S1t•TS 41ST -Road* FIL 8rf8.7 , 0 NO CHANCGE7l0SS1EEE TwH NOKQMf3�.s va�@CtGdB • N FLS4274 At ;M'FRENCH DOOR & SIDE LITES, IMPACT d� e,r FJG G 7/ 72/07 Swabc om,dgp J 1. OEM 103 DEAD BOLTAADINAC71VEPANEL ro O. 621/07 V Better a+rMawe FD101 sue" 1/T�c ire 16 d 10 y�s,� 11005-1 B • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 4.626 4.000 x1.75.1 - x1.7501 DOOR PANEL 30 TOP & BOTTOM RAIL 6063 -T5 3.655 4.728 4.100 3.111 1.400 1 1.272 1 .550 .050 FILLER HEAD ADAPTER 6083 -T6 3.000 CDFRAME HEAD 6063 -T6 1.479 .050 .079 1.489 3.000 --.-I OUTSWING THRESHOLD 6083 -T6 DOOR PANEL SIDE RAIL DOOR PANEL 6063-T5 O INTERIOR ASTRAGAL 6063 -T5 4.726 4.100 .1251 1-.1251 x .750 J TRUSS CLAMP 6063-T5 5.459 6.085 .683 3 3/8° GLAZING BEAD 6063-75 .050 ��-- 3.100 -►{ 4.675 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 k-.525 050 72 7116' GLAZING BEAD 6063 -T5 • ••• • • • • •• • • 3,100, •• 6O SL HEADER 6063 -T6 Roma* Bahr 1•aWme Ream Bp aR' FJC 8W8/D7 Rood Bp Oidic FJC e/f4N7 Oman BF twee FX 2'27/07 Ba4etas B Redoing A fhmt.aei J.J. NO CHANCE MIS SHEET. ADD 1200P70 REV 20d MASS BED= TO HEWS SAM, 44, 45& 112 Derr 1V7 C• • • - SL SILL 61 6063 -T6 • ..•"-"'•� •••--�� -- • • • 7070Trx3Ba LOG ll-' GT. P.Q'BQX 1d2# NOKONIS, FL 34274 Visibly Better 1.480 -�{ 3.000 .050 20 DOOR FRAME, JAMB 8063 -T6 -1.578 .050 3.000 $2 SL JAMB 6063-T6 .830 1+-- 2.980 .050 SL JAMB 66 ADAPTER 6063 -T6 USN PROFILES 37 WEATHER STRIP CHANNEL 6063 -T5 0.375 2.125 125 O HINGE 32 6083 -T5 Approved as complying with the Florida Bolding Code Date 0C-7 1if17 NOA# n7-eG 219• _ Mpl�htjsmsttooi ppDade Frothier Control ByISL1ui I. 611464 14„,t9M?FRENCH DOOR & SIDE LITES, IMPACT Soot 112x O7 a 10 11005-1 B rt L Clark. P.E. PE #39712 Structural 7, • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • • •• • • • • • JAMB ZONE °A° HEAD ZONE "C" JAMB ZONE "A" JAMB ZONE °A" HEAD HEAD _1 ZONE "D "ZONE "D" I 1 I__ SILL _1 SEE TABLE 3., SHT. 9 HAD HEAD HEAD t ZONE -(--- ZONE "F"�ZOONE1 JAMB ZONE "B" <OxO JAMB ZONE "B" , SILL ZO�N -- SILL "ZONE "F"� SILL , r E -f —1-Z ONE-{ SEE TABLE 7. SHT. 9 SILL SILL ZONE 'T)" ZONE "D "T SEE TABLE 4., SHT. 9 HEAD ZONE "D "tZONE "P HEAD �y ZONE "E" JAMB ZONE B° O JAMB ZONE °B" JAMB ZONE °A° ZONE .1Y ZONE l 1 / <XOOR OX JAMB ZONE "B° I__ sat T ZONE "E"� t ZONED" 4 ZONE "E"' SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD ?� • ZON ZO �Z • 1 w ,/ \♦ .. .... . I \♦ 1 JAMB ZONE °B° } N m <XXOOROXX> �a • • \ EXAMPLE - ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19 "x83 3/4° SIDE UTES °B" AND "E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "X83 3/4" XX DOOR ZONE "F" 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. JAMB ZONE °B" } X x C C .cx n nn�n.. 1 / / . OXXO .. .... . I \♦ .. .. , t t 1 - JAMB ZONE'W 1 • • VVV YY Y Y I 1 ZONE4— �ZONE ZONE °F"ZONE "F,,,� SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4°H UNIT, NOTES: • • • •• • • 7 ;3/40 X tQR WITH 19"W SIDE LTES (SEE SOLUTION ABOVE) 1. APPROVED I T C MSS 2.ANCHOR ANTTS ARE BASED ONSPAC SPACING AS FOLLOWS (3" MIN. 0.C. FOR CO Q )6 Si,E 4•CA PL: CQCR0 AIrGIOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8° MAX. O.C. • • • • • • • ••• mp • HEAD & SILL OF DOORS: 6° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX O.C. HEAD & SILL OF SIDE LITES: 6' MAX FROM CORNERS AND 24 3/4" MAX 0.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEIPREFF 10 THEAFEROPRIATE TABLES C:NS HEET 9. B..eBx Brt t�Yac P� �,, • WIW+HOIAAGE, CONFIGURATIONS • •/Jt/M! •RENCHDOOR & SI©EUTES, IMPACT BWc 411&97 amt 8/1447 FX Xmatc FX FX 1/27/07 Rooftlaree A daola7Bp J.J. ND CHANOETISSM8E:7. SILL �ZONE 'D °� ZONE 'F" --4-ZONE SEE TABLE 7., SHT. 9 CHANGE 7mOR•OX ANCHOR ZONEnWUV'7O V' ADD ANCHOR TYPES 7OSd.UTAbK 8/21107 • • • 1070'5 adatnrls& NOK0•0S FL 94274 • • 1.1dbtf at.adxt Falco Bole NTS mat 8 d 10 mrow. 11005-1 rom B Appmv..I as total:Yoh Milk the Crge Date Florida IS' L00% NOM 67—.06 Z4.M Miami Dade Product Comm' 'ut.i_1.(1.44- (0l L Cdark, P.E. PE 039712 Structural • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • to • • • •• •• • • • •• •• • • • ••• • • • ••• TABLE 3. X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7.0X0 XXO, OXX & OXXO APPROVED ANCHOR TYPES: 114* ELCO TAPCONS • GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D - 1,2, COwi, GLASS TYPES ANCHOR TYPE & SUBSTRATE A B, C, D 23, WOOD 1,2, CONC GLASS TYPES ANCHOR TM & SUBS -IRA A, B, C, D 2.3, WOOD 1,2. CONC GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D GLASS TYPES ANCHOR TYPE & SBa -mpm A, B, C. D 2.3, WOOD 1,2, CONC 2.3, WOOD 1.2. COIF 2 1 /4 °- E[C�SS_ CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. DOOR WIDTHS WAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES 000R WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES %C - 25.50 TO 37. • lk , a , ICC - 47.75 TO 71.75 a m 0 < m 31 "O° - 10.75 TO 36.7 m g o , o O X" - 25.50 TO 37.50 b ? ga x X° - 26. TO 37. XX' - 47.75 TO 71.75 m ' a3 0 v, 0 m Co o {L d x WIDTH x HT. W®TH x HT. WiDTTH x H. SIDE WIDTH x HT. SIDE LrtE WIDTH x HT. 25.50 x 79.7. 83.7 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 83.7 87.75 91.7 95.7= 4 1 4 1 10.75 x 79.75 83.7 87.7. 91.7 95.7. 0 2 El 2 4 2 0© 4© • 4 2 4 2 4 2 4 2 4 2 4 2 0 2 0 2 42 4 2 4 2 4 2 4 2 4 2 4 4© 4 2 4 2 4 2 4 2 4 2 4© 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.75 83.75 87.75 91.7• 95.75 4 2 4 2 5 2 7 4 2 3 83.75 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 87.75 © 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 91.75 4 7 4 2 3 4 0 4 1 4 2 4 2 6 2 7 4 2 3 95.75 5 4 7 4 2 3 4 1 4 1 4 2 4 2 27.50 x 79.75 83.7 87.7 87. 91.7 .8 95.7 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.7 83.75 87.7. 91.75 95.7 4 2 4 2 12.75 x 79.7 83.7. 87.7 91.7502 95.7 4 2 4 2 0 2 0 2 12.75 x 79.75 83.7• 87.7. 91.7•(12 95.7 4 2 4 2 5 2 7 4 2 3 83.75 5 4 7 4 2 3 4 2 4 2 4 2 4 2 5 2 © 4 2 87.7. 5 4 7 4 2 3 4 © 4 2 4 2 4 2 4 2 2 ©4 2 91.755 4 7 4 2 3 4 2 4 2 8 2 7 4 2 95.75 6 4 7 4 3 5 4 2 4 2 4 2 4 2 29.50 x 79.7 83.7. 87.75 81.75 95.7• 5 2 8 4 2 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.7 83.7 87.75 91.7 95.7 4 2 4 2 19.00 x 79.75 83.7. 87.7. 91.7 95.7 4 3 4 3 4 3 4 3 4 3 19.00 x 79.75 83.75 87.7 91.7 95.7 4 3 nq 5 2 8 4 2 83.75 5 4 7 4 2 3 4 2 4 2 4 3 CID 6 2 8 4 2 87.75 5 4 7 4 2 3 4 2 4 2 4 3 00 6 2 8 4 2 91.75 8 4 7 4 3 5 4 2 4 2 4 3 4 2 6 2 8 4 2 95.75 8 4 8 4 3 5 4 2 4 2 4 3 4 2 79.75 5 2 n© 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.7 83. 87.7 91.7 95.7 4 2 4 2 21.75 x 79.7: 83.7. 87.7 91.75 95.75 4 3 4 3 4 3 5 3 5 3 21.75 x 79.75 83.7• 87.75 91.75 95.76 4 3 4 2 D �8p 2 s.6.• ,Q 2 83.75 5 5 8 4 2 3 4 2 4 2 4 3 4 2 87.7 91.75 95.75 8 2 8 0E 87.75 91.7• 95.75 8 5 8 4 3 5 4 2 4 2 4 3 4 2 6 2 8 4 2 8 5 8 4 3 5 5 2 4 2 5 3 4 2 Approved as cO16I°g with the Florida Code ea? 7 2 10 4 2 8 5 8 4 3 5 5 2 4 2 5 3 4 2 33.50 x 79.75 83.7 87.7. 91.75 95.7 6 3 8 4 3 63.75 x 79.75 83.75 87.75 91.75 96.7. 5 5 8 4 2 3 27.75 x 79.7 83.7. 87.7 91.7 95.7.• 6 2 4 2 27.75 x 79.75 83.75 87.7 91.7 95.7. 5 5 5 3 6 3 6 3 27.75 x 79.7 83.75 87.7 91.7• 95.75 5 3 4 2 6 3 8 4 3 8 5 8 4 3 5 5 2 4 2 5 3 4 2 6 3 8 4 3 6 5 8 4 3 6 5 2 4 2 5 3 4 2 7 7 3 10 3 10 4 4 3 3 6 7 6 8 8 10 4 4 3 3 5 5 8 2 4 2 pp 8 3 4 3 6 2 4 2 4 3 ND44 ,j7 -nLVf f, Miami Bade Product Control 154a ) By 5 ea 35.50 x 7976 83.75 87.75 91.7• 8575 6 3 8 4 3 67.75 x 79.75 83.7 87.75 91.75 95.75 6 5 8 4 3 5 36.13 x 79.7, 837 87.7 91. '® 96.7lairIj 6 3 4 36.13 x 79.7 83.75 87.750 •• %1Z••(5 •• 8615 6 4 6 4 5 7 5 36.13 x 79.75 83.7 87.7 91.7• 95.7 6 4 4 3 6 3 8 4 3 8 5 8 4 3 5 • 6 3 4 3 6 4 4 3 6 3 8 4© 6 6 8 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 7 6 10 4 3 5 4 Q 4 7 5 4 3 7 3 10 4 7 0 10 4 3 5 - 7 5 4 3 bt 37.50 x 79.75 83.75 87.7 91.75 95.75 6 3 8 4© 71.75 x 79.75 83.75 87.75 91.75 95.75 8 5 8 4 3 0 36.75 x 79.7" 831 ?ErE4 87.7 91.7' 95. ? a QriNn 38.76. x 7 J6 :•• t:347 87.75 91.7. 95.7 6 4, 8 4 36.75 x 79.7• 83.7• 87.7• 91.75 95.7 6 4 4 3 8 3 8 4© 6 5 9 4 0 5 6 4 4 3 7 3 10 4 6 5 9 4 3 0 5 7 3 4 3 7 5 7 5 O 5 7 5 4 3 7 3 10 4 7 6 10 4 3 7 3 4 3 7 5 4 3 7 3 10 4 Q 7 6 10 4 3 6 7•• Z 4 7 5 4 3 Read* Daft •. ••, • • • _ G _ •J914L.7Y04 QUANTITY LOAD ZONE TABLES L. Clark, P,e. p38712 Sin:haat �� FJC a !W&07 B NOCHAIM THIS SHEE7: ro70 �••. • _ , - A FL.LV5 • P.O. BO R.34 AFL 94274 ALZlaIa fA{E'NCH DOOR & SIDELITES, IMPACT FX m ax FJC •:.. WUXI aft 2 7 A omad = - J.J. -• • �ILSUUSENY TABLE 6TOTAME4. a c TAU Eft, ZONE 'MT 0 'PAW COLMNR ABC ffiTOANCHOR TYPE 9, �lUD7 C64 I Visibly I3 ttn• aeawteaee FD/0/ NA ®.e 9 a 10 m.NDn 11005 -1 ar B • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 00. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 N 1/4" MAX SHIM —"1 MIN. . WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK NOTE 2 L..._1 3/4" I MIN E.D. MIN E.D. I 1 3/8" TYPE 1 1 3/4" TYPE 2 -1- 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 114" TYPE 1 OR 2 (CMU) 1 318° TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 314" TYPE 2 (CONC) 1/4" MAX. SHIM 1/4" MAX. SHIM 4 3/4" MIN. E.D. 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 iIJ 3/4" MIN. E.D. 2X WOOD 1.5 KSI MIN. CMU OR CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, DM NOTE 1 3A 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 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM --=„11 11M6-0 13/4" ..e." •= MIN. E.D. : Ze 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4° MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. 1/4" MAX — SHIM 3/8° MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 r-1/4" MAX 1 3/8" TYPE 1 • 1 3/4" TYPE 2 toIN. ED. 3A KSI MIN. CONC. t 1 3/4" 1 DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/13" MIN. 2X WOOD BUCK, NOTE 2-1 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1/4" MAX SHIM ,-13/8" TYPE 1 3/4" TYPE 2 1 314 MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CE1ITE. R OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE-FLEX ANCHORS EMBEDDEDilf° hoN.:TYRff • • • • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS AREOP1NONAL4IF UNITA INSULLED DICECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTIVTE 01:*2011BI.LCKI TO. B 4GINBERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). • • • •• • • • •• ••• .4 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. • ••• ••• • 0 • • Newt* Wad* FJC Oft* pots 11/18/07 10.1,bas Raiskook NO CHANGE 71088HEEL Rand AA FJC 00s 8714,177 10.6box A spEa 7WE 1112 EMBED. ON CONC. 7MTA1S. SPEC. IrtPE 2113 C14 WOOD DEALS AODANCHOR TYPES 7 0 NOTE 1. Craw ar FJC Cleft Z22107 01•321110JC 621/07 • • • • 1070 ItcH#0.000 AVM NIS:Cleft 75 110902 • 17C/X MOMS, R.34274 Approved os toodpt, loo with the Florida Stoduas Code Date NOACC22=12(222-a Miami Dude Product Control reill I . I • • • F2111 Sa re Vieth, Better 40.4■12: • CtifEVAGE DETAILS AtULPRENCH DOOR & SIDE LITES, IMPACT 8.60061r FD101 Biala NTS an.* 10 a10 0•0011% 11005-1 RIM} RwIL ClEuk, P.E P0039112 B Structural • • • • • • • • • • • • • • • • • • • • • • • • • • • • es • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • 0410• • • • • • •• ,.!••r P, °.7 �.�7� • • Yij F `- - -4 �' 'fir -1 Ni R?• • . �p�pi7•1 ••• 04100 • 1'• T., 2259 G • • • ••••' a •• •• •• • • • • • ••• • ....... • • • • • •••• • • • • • • • • • • 4141 • • • • 4141•• • • • • SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS