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WS-12-1812
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179217 Scheduled Inspection Date: November 05, 2012 Inspector: Rodriguez, Jorge Owner: NUNES, ALINA Job Address: 775 NE 97 Street Miami Shores, FL 33138- Permit Number: WS -10 -12 -1812 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060142330 Building Department Comments INSTALLATION OF 14 PANEL SHUTTERS AND 3 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 02, 2012 For Inspections please call: (305)762 -4949 Page 19 of 37 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 Di BU L AG PERMIT APPLICATION I� ©MEWZr BY:__1� FBC 20 1g)aN Permit No. VJ Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: C / 1 I- s:=&1,<At City: Miami Shores County: Folio/Parcel #: 11'3- _233v Miami Dade zip: 3 .? S^ 8 Is the Building Historically Designated: Yes NO // Flood Zone: Al 0 OWNER: Name (Fee Simple Titleholder): 14 L i ►V ik k) 0 Ni e Z Phone #: 3 O b T - o / 6 Address: Ki C; cj -4- � '" City: 1\11■4-1 0--t 1 S kb 6JZS State: F L- Zip: 33 13 Tenant/Lessee Name: Phone #: Email: Li r,-)AN v,v � °� �� E' A L Gv l ,A NV / /-'f CONTRACTO�t: Company Name: Address: 1 City: 1 CuJ'v\.9/' Phone #: State: Zip: Qualifier Name: \ Phone #: State Certification or °registration #: \ Certificate of ompetency #: Contact Phone #: DESIGNER: Architect/En, u eer: \ s .ne #: i1 Address: Value of Work for this Permit: $ 2.) 3 00 . Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteraion el Description of Work: ONew URepair/Replace ODemolition Color thru tile: Submittal Fee $ Permit Fee $ c7%60 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ LOAD • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a y and a einspection fee will be charged. Signature Owner or Agent The foregoing instrument was ac wledged be ore me this day o who is perso • ly known to me or who has produced ,2019-,byA 1Y01U fication and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign: Print: My Commission Expires: APPROVED BY NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012)(Revised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .OWNER BALDER DISCLOSURE STATEMENT NAME: fi L(Af� ��� DATE: ADDRESS: ' d/v % 1' kl-1-60-144 Ft 3 -W Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 69 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instea f my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice mbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built grr substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. _ Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 04/ \ 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto : / /www.mvforidalicense.com/dbor /pro /cilbfinde iI Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the info yr n that have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of a,a■kot IA)AaO Produced. '.v €''cense or OWNER 20) who was personally known to me or who has 'v2i0del tification. CLAUDIA V. CUBILLOS ,,° pµ° pie' ; Notary Public - State of Florida • My Comm. Expires Sep 23, 2015 qT po Commission # EE 128810 °• °° Bonded Through National Notary Assn. 3ALA <- Oo02- 3hJrrea- t4Z" iC Q4" ,Ji n, bow " s ( .� *sue) „ bill cal WlI✓ow !, f�N i n-US 36 l� =/10 fir 8 20 ti 1.1 winnow ,, S1 1t-e,5 36' °$1 (1/0-6-Cgak.Thaccet.t ',Act)) SIAJ izS X4,1 4 &MAL � cry- 1vj"X 1 fiLi u�ie� 4-Ts Pe 44-sk- tk-k I A -t i S&e -uQ-o Pc, 3313 P 3o5-$O'��84 ?e 0/ lmPcdr w ,vvdou.) sew ovei- ex)511 w mckDXS APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 3 DOu Cl� 1 ,,► 3‘ ritt hut o , ' 3�g / �d✓�' •f� Or.6�!d n ..Q ". O./ n ,l 11 t�� 36 "X 7-6 N r- I 1.77-J 04/09/2012 - 4:43pm gabriels F: \01 Project Files \ 2010- MPS\400 Wind Charts \ -Reference \00- MPS10-400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES I 1 EXTERIOR ZONE 5 PRESSU Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 4 10 15 20 Tributa Area • Ft ,, - ._ 50 km; °� 25 30 �1al •7 "" 0 -15 ft -51.1 +47.1 -49.9 +45.9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43.8 16 ft -51.8 +47.8 -50.6 +46.5 - 49.7 +45.6 -49.0 +44.9 -48.4 +44.4 r r ' - '. �F, 1 -. +431 4�t =y��+� 17 ft -52.5 ,148.4 -51.2 +47.1 -50.3 +46.2 - 49.6 +45.5 -49.0 +44.9 rtXr�'V M 18 ft -64.8 +47.7 +46.8 +46.0 +455 tal;t'$l'J ;,. ..., m -54.7 19 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.8 +46.6 - 50.2 +46.0 - 49.. -Z! +45.5 +44.0 9-91741- TM' 20 ft -54.3 +50.1 -53.0 +48.7 -52.0 +47.8 -51.3 +47.1 -50.7 +46.5 -50.2 +46.0 - 49.8 +45.6 - 49.4 +45.2 -49.1 +44.8 21 ft -54'9 +50.6 -53.5 +49.2 -52.6 +48.3 -51.9 +47.6 -51.3 +47.0 -50.7 +46.5 -50.3 +46.0 - 49.9 +45.6 -49.6 +45.3 22 ft -55.4 +51.1 -54.1 +49.7 -53.1 +48.8 -52.4 +48.0 -51.8 +47.4 -51.2 +46.9 -50.8 +46.5 -50.4 +46.1 -50.1 +45.7 23 ft -55.9 +51.6 -54.6 +50.2 -53.6 +49.2 -52.9 +485 -52.2 +47.9 -51.7 +47.4 -51.3 +46.9 -50.9 +46.5 -50.5 +46.2 24 ft -56.4 +52.0 -55.1 +50.6 -54.1 •49.7 -53.3 +48.9 -52.7 +48.3 -52.2 +47.8 -51.7 +47.3 -51.3 +46.9 -51.0 +46.6 25 ft -56.9 +52.5 -55.5 +51.1 -54.6 +50.1 -53.8 +49.3 -53.2 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 26 ft -57.4 +52.9 -56.0 +515 -55.0 +50.5 -54.2 +49.8 -53.6 +49.1 -53.1 +48.6 -52.6 +48.1 -52.2 +47.7 -51.9 +47.4 27 ft -57.8 +53.3 -56.4 +51.9 -55.4 +50.9 -54.7 +50.2 -54.0 +49.5 -53.5 +49.0 -53.0 +48.5 -52.6 +48.1 -52.3 +47.7 28 ft -58.3 +53.7 -56.9 +52.3 -55.9 +51.3 -55.1 +505 -54.5 +49.9 -53.9 ip -53.4 Y� •.!)}j r Mb 29ft -58.7 +54.1 -57.3 +52.7 -56.3 +51.7 -55.5 +50.9 -54.9 +50.3 ������ • 30 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.1 -55.9 +51.3 -55.2 +50.6 FZ • trig 8 + 9.2 +46.6 32ft -60.0 +55.3 -58.5 +53.8 -57.5 +52.8 -56.7 +52.0 -56.0 +51.3 -5' +50.8 i�� �' ' 35 ft -61.1 -59.6 +54.8 -58.6 +53.8 -57.7 +53.0 -57.1 +52.3 .... , Le u ..... c 40 ft -62.8 +57.9 - 61.3 +56.4 -60.2 +55.3 -59.4 +54.5 -58.7 +53.8 -58 +53.2 1= 0: -59.8 45 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.9 +55.8 -60.2 +55.1 -59.6 +54.5 -59.1 +54.0 -58.6 +53.6 -58.2 +53.2 50 ft -65.9 +60.7 -64.3 +59.1 -63.1 +58.0 -62.2 +57.1 -61.5 +56.4 -60.9 +55.8 -60.4 +55.2 -595 +54.8 -59.5 +54.4 55 ft -67.2 +61.9 -65.6 +60.3 - 64.4 +59.2 -635 +58.3 -62.8 +57.5 -62.1 +56.9 -61.6 +56.4 -61.1 +55.9 -60.7 +55.5 60 ft -68.4 +63.1 -66.8 +61.4 -65.6 +60.2 - 64.7 +59.3 -63.9 +58.6 -63.3 +58.0 -62.7 +57.4 -62.3 +56.9 -61.8 +56.5 O 8 m REMARKS INIT ISSUE DRWN GSS D 6 CHKD TSB Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) Ight 10 15 20 25 30 35 40 45 50 0 -15 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.4 +43.8 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +42.2 16 ft � -64.0 +47.8 -61.4 +46.5 -59.7 +45.6 -58.3 +44.9 -57.1 +44.4 -56.2 +43.9 -55.3 +435 -54.6 +43.1 -54.0 +42.8 -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 '�� 4:8 -65.6 +49.0 -63.0 +47.7 -61.1 +46.8 -59.7 +46.0 -58.6 +45.5 -57.6 +45.0 -56.7 +44.6 -56.0 +44.2 -55.3 +43.8 •L - 66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft +49.5 +482 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 20 ft -67.0 +50.1 -64.4 +48.7 -62.5 +47.8 -61.1 +47.1 -59.9 +46.5 -58.9 +46.0 -58.0 +45.6 -57.2 +45.2 -56.6 +44.8 -67.7 -65.1 -63.2 - 61.7 -60.5 r -57.8 -57.1 21 ft +50.6 +49.2 +48.3 Sri , - +45.3 -68.4 -65.7 - 63.8`% 1 -�'^ °4 -57.7 22ft +51.1 +49.7 +48.8 •4 I �vn: /•.1 +45.7 23 ft -69.0 +51.6 -66.3 +50.2 -64.4 +49.2 - :!� •rJi • r.6 +47:4 5' 7 9.0 -58.2 +46.2 -69.7 -66.9 -65.0 -6 '�i •':rw -58.8 24 ft +52.0 +50.6 +49.7 +48.9 +48. -'� 7.3 +46.9 +46.6 -70.3 -67.5 -65.5 ,,,.d4it:1 1 1'• \8j�p7.'4= r r s .3 25 ft +52.5 +51.1 +50.1 449.3" � I ''',-,44, (,i 13 . i y ' 7.0 -70.8 -68.0 -66.1 - 64�aTF3 0: -59.8 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +•8.6 +48.1 +47.7 +47.4 27 ft -71.4 +53.3 -68.6 +51.9 -66.6 +50.9 -65.1 +50.2 -63.8 +49.5 -62.7 +49.0 -61.8 +48.5 -61.0 +48.1 -60.2 +47.7 8 ft -72.0 +53.7 -69.1 +52.3 -67.1 +51.3 -65.6 +50.5 -64.3 +49.9 -63.2 +49.4 - 62.3 +48.9 -61.4 +48.5 -60.7 +48.1 -725 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 • 29ft +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 30 k -73.0 +54.5 -70.1 +53.1 - 68.1 +52.1 -66.5 +51.3 -65.2 +50.6 -64.1 +50.1 -63.2 +49.6 -62.3 +49.2 -61.6 +48.8 32 ft -74.0 +55.3 -71.1 +53.8 -69.0 +52.8 -67.4 +52.0 -66.1 +51.3 -65.0 +50.8 -64.0 +50.3 -63.2 +49.9 -62.4 +49.5 -75.4 -72.4 -70.3 - 68.7 -67.4 -66.2 - 65.3 -64.4 -63.6 ` -- +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 -77.6 -74.5 -72.3 -70.7 -69.3 - 68.1 -67.1 -66.2 -65.4 ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 45 ft -795 +59.4 -76.4 +57.8 -74.2 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.2 50 ft -81.3 +60.7 -78.1 +59.1 -75.8 +58.0 -74.1 +57.1 -72.6 +56.4 -71.4 +55.8 -70.4 +55.2 -69.4 +54.8 -68.6 +54.4 55 ft -82.9 +61.9 -79.7 +60.3 -77.4 +59.2 -75.6 +58.3 -74.1 +57.5 -72.9 +56.9 -71.8 +56.4 -70.8 +55.9 -70.0 +55.5 60 ft - 84.5 +63.1 -81.1 +61.4 -78.8 +60.2 -77.0 +59.3 -75.5 +58.6 -74.2 +58.0 -73.1 +57.4 -72.1 +56.9 -71.3 +56.5 DATE 03/05/12 REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, IUGHUGHIING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMTTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE CR �•' u!�. USE OF CRITICAL CO • "• 2. TABLES VALID 0 L 3. TABLES VALID F r R LESS THAN 10° SHA 4. IDENTIFY THE B CANNOT BE IDENTI } 4 5. ALWAYS ROUND 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD SP- OPENINGS ONLY - I1N. AREA OF AN OPEKIN I�i • yS z BE USED. ALWAYS RO •ecaff;;y TT:� °i^f` TRIBUTARY AREAS TH • a • . ii SH D, GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. MRH 5 60' BASED ON Kd =1.0 ORST CASE' PRESSURES. 'WORST CASE IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT /y`\sLE VALUE OR CONSERVATIVE ASSUMPTION. E 0P ING IN QUESTION (HEIGHT "' WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ). THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY • CRITICAL (10 SQUARE FEET) SHALL TO THE LESSER TABLE VALUE. FOR LARGER GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3, 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. 4. THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR' • • �. • ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTSLISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE �^^INTENDED. ��p[[��,,`�` ((�� pp[(�2,,\� (p� a= 10% OF LEA S 116LVI C L09d3 RH, WHICHEVER IS SMA OF LEAST HORIZONTAL DIMENSION OR 3FT (1 •• ^ -.. = 0 E-50 " - -1 -- QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. NTY FOR APPLICABILITY OF TABLE R ANY PRODUCT APPROVED ITTED TEST CRITERIA AND OTHER NATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 09885 a f DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTech, Inc. 7635 West 2nd Court Hialeah, Florida 33014 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamitiade.gov/imilging SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.031" (min.) Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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 renews NOA # 11- 0304.01 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, E -4, & E -5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. ►.E OUNTY APPROVED oS /03/ton NOA No. 12- 0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 Page 1 Meta'Tech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0304.03 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, signed and sealed by Robert S. Monsour, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of a 24 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. 98 -003, dated 02/27/98, signed and sealed by Christopher G. Tyson, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 98 -005, dated 05/21/98, signed and sealed by Christopher G. Tyson, P.E. C. CACULATIONS: 1. Comparative Analysis, dated February 18, 1998, pages 1 through 4, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. 2. Revised calculations for Comparative Analysis and Anchor Spacing Analysis, dated June 4, 1998, pages 1 through 49, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. 3. Revised calculations for Anchor Spacing Analysis, dated August 3, 1998, pages 1 through 35, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. 4. Revised calculations for Anchor Spacing Analysis, dated September 1, 1998, pages 1 through 94, prepared by Ramms Engineering, Inc., signed and sealed by Robert S Monsour, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report dated December 10, 1997, prepared by Kieh Co., for steel panel. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 076D, dated 02/04/98, signed and sealed by Ramesh Patel, P.E. E -1 H A. Makar, P.E,, M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1207.03 A, DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on December 15, 2000, sheets 1 and 5 of 7, August 14, 1998, sheets 2, 3, 6, and 7 of 7, and on December 4, 2000, sheet 4 of 7, all signed and sealed by Robert S. Monsour, P. E. on December 22, 2000. B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL CERTIFICATION: 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##01- 0205.01 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering Inc., dated January 10, 1998, last revised on January 17, 2001, signed and sealed by Robert S. Monsour, P.E. on January 29, 2001. B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL CERTIFICATION: 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 1224.07 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 09, 2002 signed and sealed by Robert S. Monsour, P.E. o'my A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12- 0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 E -2 MetalTecch, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on Large Missile Impact Test per SFBC, PA 201 -94 along with installation diagram of Steel Storm Panel Shutter, prepared by American Test Lab of South Florida, Test Report No. 0 502.02 -02, dated May 09, 2002, signed and sealed by William R. Mehner, P.E. 2. Addendum to Test reports on Large Missile Impact Test per SFBC, PA 201 -94 of Steel Storm Panel Shutter, prepared by American Test Lab of South Florida, Test Report No. 0 502.02 -02, dated July 09, 2002, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative analysis, prepared by prepared by Ramms Engineering, Inc., dated January 14, 2002, signed and sealed by Robert S. Monsour, P.E. D. MATERIAL CERTIFICATIONS 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0110.04 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised calculations for Anchor Spacing Analysis, dated January 06, 2006, 88 pages, prepared by Ramms Engineering, Inc., signed and sealed by Robert S Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 1 .�..... t.�i A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #11- 0304.01 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. None. One year renewal to give manufacturer time to submit a verification test report. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Conformance letter from Ramms Engineering, Inc., dated March 24, 2011, certfing compliance with the Florida Building Code, 2007 Edition, singed and sealed by Robert S. Monsour, P.E. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of a 24 ga. steel storm panels, prepared by Blackwater Testing, Inc., Report No. AG -11 -001, dated 03/12/12, signed and sealed by yamil G. Kuri, P.E. E -4 y A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05 /03/2012 Metal Tech Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Certified report of Chemical Analysis and mechanical tests by The techs. F. OTHERS 1. Conformance letter from Ramms Engineering, Inc., dated March 20, 2012, certifying compliance with the Florida Building Code, 2010 Edition, singed and sealed by Robert S. Monsour, P.E. E -5 �y A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 0l F147 sal FAT GAR * 29/3E'y VARIOUS TYPES OF F -7HACK NOT SHOWN 11/2, Ti 0 WILES .080 MIN BLOCIONG 7/ 1 3/3 3 7/32' SPECIAL NET PANEL SECTION 3 8/32' I 3 7/32' 1 3/3 7 MGONRNO HOLES 19 1/0" O.C. CROSS SECTIONS COMPLIES WITH: FLORIDA BWLDA7T CODE TESTED 70 'AS201. L4S202 AND 7AS20$ DESIGN CRITERIA:. {END LOADS 70 8E 04LCULA7ED AS PER ASCE 7 NO MORES; PI ALLOWABLE STRESS WAS USED M4 THE DESIGN OF TH0 PRODUCT GENERAL NOTES: ALL AWMPIUM EXTRUSIONS 70 8E ALLOY 6083 -TS OR EOM L2H ma [ION * vie ram @' 1 - 11a•1 PRODUCT REN7WED ,o,„" n B Cyinogd�vtth dm PTU13de meeNo I Acccpt - 02.. Data' Z „- 4 3 gt.. 26 Iy 24 ga. 570RM PANELS SHALL 22 24 GAUGE STEEL, ARM AB83 SO GRACE E MOL & - 80 K.S.T. MINIMUM VAWE WITH .031 MINIMUM THICKNESS HOT DIP COMM TRH A NOMIAI4L WIDTH OF 12 1/2" THE STORM PANEL SHUTTER AMY BE INSTALLED .VER170/071 OR HORIZONTALLY. 51 ACCORDANCE TO THE DETAILED 5PEC21445088 HERON PANELS MAY BE NOTCHED OR MITERED 70 ACCOABe0047E AN OBSTRUCTION PANELS MAY HAVE A RIPPLED SURE AP- /P 011 A HEMMED EWE ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST W THE POLLOTCIO OR E7UAL MI MINIMUM INTIMATE LOAD VALUES SHOWN I/4' DER. RAIL LCK/BCLr ANCHOR ( SLEEVED DHN£ ANCHOR) MIN TENSILE 1180 - met 3`HEAIP 1920 - 1 r /e MM: EMBED. W OONCAEFE MAN TENSILE 1200 - MIN. SHEAR 1270 - 1 ye MUM s1852 IN MASONRY 1/4 -20 RAW. C7L7 OF ANCHOR (MACNNE SCREW ANCHOR) 87TH 1/4 -20 BOLTS MIN. 890 - SHEAR R 14040 - 9' £a � IN MASONRY P£RM4 -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MCC 7814529 7520 - MRI. sliSAN 1080 - 1 1 /2" MEN EMBED. IN commas 1/4' ZAMAC NAILUT BAWL 7444AC M1 MEAL k31B£0. Ol A9ISONRY MN TENSILE eso SHEAR MOO 1 34* 124 EMBED. AV CLWCRETE MIN TENSILE 730 - MN SHEAR 1520 - 1 r /4' MIN EMBED. UN MASONRY ANCHORAGE 70 IWD0 CONSTRUCTION SHALL DE 1/4" S7EEL TAGS OR LARGER 8704 1- MN 7HRE1 PENETRATION. 14-20 BRASS 8500 MEMOS OR t /4• ELCO PANEL MARS OR ALAMI SCREW 877 4 1 7/B- tam Nemo PENETRATION REFER 70 SHEETS 5.8 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EASEMENTS linagEE cameo OF 1E R7 IEN27N A�N11 AN VERIFY SOUNDNESS EACH PANEL 5HAtG. BEAR A PERA4NENT L08EL. OR STAMP EMEND " 181411 ECN 4ND HELENA A. " " 070E COUNTY PRODUCT CONTROL APPROVED " WARNING 70 OWHi7 OR TENANT LOCATED PI VON HEADER OR ONE P/MEP. OF EACH OM BRA STATING SHAM PANELS WEE. NOT OFFER HURRICANE PRO7EC/10N ,ALIAS'S ALL NEINFORC5 0 STRAPS OR BOLTS ARE PROPERLY INSTAL= WHEN REHIRED ° PERMANENT FASTENER COMPONENT$ EMBEDDED ANCHOR BOLT2 THREADED CONES OR METAL SOLOS, NOT IN USE MUST !8E PROTEC790 A114INET CORROSION CONTAMINATION AND 4NAKDt AT ALL WAS j.20177uSatC( TYA) p�p��q� MOO surNE0 Tr RrER p 7,Y MR Ex BRMR m MDUOI1WNE ON smar 1 A x VERT7DU. a STUDDED ANGLE DETAIL 1 Vs" FLAT STUDDED WRAP MAY BE USED /N PLACE OF MOLE. PRODUCTR ENEWBD 9QR19 'aAePloaas AeLmPAmoe Wo - - 0 :.. o Ems.:: 0310.Mf,4k$' 0I ,L rte" Win„ : , ,:,: ar;, .1 PRODUCT F.EVISR9 as mm1E7InT allh tic PTmldc Iluldingeada A1ceptimmI O • • `p' 21to • PTA • I3Mdo8 o.o4. i REN0373 03 20 96 09/''/02 i.I DETAIL j SW ANCHOR SCHEDULE WIENINITION ir SEO ANCHDR SYNOUIX CONNECTION •41. L—ROBER et STU 1/4-20 MN 8011 r 1 VO, LOCK Ma rr as A ■ i ; .191 •6 1 T.:. v,-.. NEWER or SILL 00 ° aRtODUCE BEMIRED n z I co complying with the Plaridoprillar Witting Code &comma No I E —0 to .26 /7 rfkiiirieflisentrowrosos &Ma NAMUR or SILL Nu/ Eir otsmu.Eo MIME DIMON1011 ,a%00NONUOUS swam &two/to MOLE ROLM MOM MN 1/4-20 TAM BOLT 12/ LOW our r A S MeV OR SILL 1' SEE MORON EXTREME ININNICOTINI TYPE •E' DETAIL 0 ,RerASAT gLITILLED SY R81 01RECTION AS 10 88971!. 0 111 am% I ° WIN 7 tyr 71' why PIP MAMMON OROMMA8LIAVAW BOOED TAMER . 44.20 ROI COLT LOCK NUT 8 UM AS NAM OR MIL CORTLYUOIAT GLOOM 01/411.1/16 ANGLE V4-20 HAWSE SORER ANCHOR OH WPM ITOLT OR I/4' MEOW sow/ r o.a • EWE MANCE - • :11411RED. mom- ONLY KOMI CAM Hoomf .e .• , -e DETAIL 1q 21801PE7 ifelx4 MS (.2 PULL MTV NAIL OM) ifall tilgalk "P. `6 7 Am WS 1. MAMMOOEWSW HOW Ar I USW O ay, BEIVMDI STROM PAtig1 tailitatolOWSLEDIA7 AZD OSA SHALL 4117004808181 LF4 ciT 7/4-81 myrotur 1781414-8115005171149 (71A) Ile wcanemearm MBE CLOSER PAN ASSEMBLY SEE ANCHOR meow CON*01171N HYPO POLIMILPI 1111PACP WON PANEL HONTONTAL itmuArtNi ELEVATION CONIRSIOLLS SWAN MR COMMON TYPE 17009 81000819 0000181 81818 .DETAIL 7 UN-4 livalgrsi" worm INSTALIATION ELEVATION ve NUL C-srom, NOTE* IT awl or THE RESPONSIBILITY OF THE CONTRACTOR TO MGT THE SOUNDNESS OF THE STRUCTURE TO MTH STAND THE ADDITIONAL 4.0.4.09 .4810 INSURE 818108189 411040981408 SHUTTER SYSTEM MAY BE MALL two MD. CONCRETE MAMMY. WHEN ANCHORING TO WOG 1118 WOOD MUST BE A WARN 2 X 4 EDUAL to f2 SOUTHERN PINE WIN ASS SPECIFIC CRAW AND STRUCTURALLY PART OF THE PRAWN* STRUCTURE OR SUCURELY A7781 FRAMING STRUCTURE PRODUCT RENEWED st complying with tiro OM& Mating Code ." Ample= No , -0 f ■ Expkeiton Date it SW AMOR SCHEME OOTENCIION TYPE "Ir OROCOROWOUS ammo 001.1758981011? 5770 Alo nonsrw Loa our fr as ottO Gomm toommo la20017A0A81175 STUDS MOM 72:12.0.77 (5.) WY 05 40581775 VERMILY OR FoNtomMLY DETAIL 11 ICONIC? MIMEO iticiauspltribtlignatdo AcMPlonce No /MO PLAN VIEWS fidghit ROBERT S. RONOCUIL PE tWil275740 Eht;TZIERO I 4-20 FLOOR PLUG WIN SOP H . or,wiloormy MEMORON ?Sint! • • . 17:1 • 1/440 0, PLUS WITH 1/4-410 MOD BUSING HEADER OR SILL INTO WORD NOTE: THE mosscH STORM PAWL MAY BE INSTALLED moor ME USE OF AN EXTRUDED HEADER OR SILL THE SIMTER MAY BE ANCHORED DIRECTLY TO THE STRUMS& WM THE USE 07 085 08 .4 CCIONATION DE7At 73 NOTE* I I/4' PANEL MATE screw own 14-20 MD HEAD sWMf WAVERED Moto ' • ; . HEADER OR SILL WOOD, CONCRETE OR MASONRY GOINOTION wino VP AMR TO %WON , WPC "A* 1/4 PANE. AWE MACHINE SCREW HEAD AWTH 14-20 SIDEWALK BOLT NEWER OR SILL WOOD,. CONCRETE OR MASONRY DETAIL 15 00crC)NFACER OF SUL 1:31 OR ORM MOANER Mt 17701 BOLT w/ LOCK NZ tr ay. 0 . . i• • tmovolowil IDOONSIO 1/4-20 MAMAS SCREW ANCHOR ICRf SWARM WIT ve MASONRY SCREW J as 3 ElIDE DISTANCE POURED CONCRETE ONLY 69.11 POP MA1N / PA. Iff S KARIM DETAIL 21 ADJUSTABLE OR SILL TIMER or SU SEE ANCHOR SWITCHIE • • • OONNIRMON TM °A" " Ste now "C" DETAII, 17 perm. 18, Nom* IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VITRIFY RE souNomrss OF 1145 STRUCTURE TO WITH STAND THE ADDITIONAL 1.0405 .4150 INSURE PROPER MOORAGE. SHUTTER sysrat MAY BE DITSALL INTO WOOD. GEWGAW. MASONRY. WHIN ANCHOMNO TO WOOD, 1715 w000 MUST BE A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE HRH 0.35 SPEC!/70 CRAVRY AND STRUCTURALLY PART OF 1113 FROM STRUCTURE OR SUCURELY ATTACHED TO 7154111110 smarms PAPIEDPON W STUCCO FOAM REFER TO Mkt NOM* gull, 14 PRODUCT CUINEWOD es complying with the Plorlda Building Cods Acceptance No*gii, • Z6 Bey Data o /1 By uotContoll ROBERT R. PIONROUR, PE Fatit9gege Rage wistrew UN IP MCC VIM WA 7/1-5 RCM PL110 VIM • 10. 111 PRODUCT RBNOWED as complying with the Florida Building Code Acceptance No 6 Date • mover mow sicam with thelikaide Bidding AgorpticooPlO Breingi" 01Aelen • 0 ..-fkk!fit Oi • MIMS 24 0. MEN PROEM PANEL SPAN 21.93 142" 25.51 139" 29.99 136" 35.36 132" 37.44 130" 39.10 129" 40.77 127" 44.40 124" 47.81 123 51.23 119" 58.06 112" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" 86.83 82" 91,44 78" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS, FRONT VIEW SLOE VIEW 1462' MAX. PANEL WNW NO PANEL STRAP 1S REQUIRED Neff mw PANEL o° 71 V CHART z+o>�1s mow rimuzamm. 817iAP PANEL HEIGHT 0"�O' 104"-142" 9D -142' WALL, MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" ' 3 1/2" BUILD OUT 2 5 /8" 3 1/2" MINIMUM DISTANCE 0E1M MUSS AND PANEL 24 OA KAMM PWACP STEEL STORM PANEL 142' MAX PANEL NOW ONE PANEL STRAP LOCATED MIDSPAN III vOLOOITT INRRIVRIN IOW PAN& aFFIZC7NOW AL4RT WITH HORIZONTAL WRAP PANEL HEIGHT 0`-104' 104"-142" WALL MOUNT 2" 2 I/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" MWOMtI DISTANCE BE►WELN MUSS AND PANEL USE 89.5 P.S.F. COLUMN AND 124' PANEL SPAN ON maw SCHEDULE FOR ANOINT SPAC50 FOR SPANS OVER 124" HORIZONTAL BRACE STRAP 1/4.20 STUD 12 /2 00,0 1/8" IT .3/4' FIAT ALUMINUM DAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM AND 1 e%4 ) DETAIL "F" ) DETAIL 13 ON SHEET J DETAIL 44, & 8 ON SHEET 2 DETAIL 13 ON SHEET 3 FASWENEA MUST BE IN NORAOW PORTION OF KEY HOLE; L" NOT KEY HOLE WASHER SHOULD 85 USED MOUNHIIO HOLE NAY ALSO DE A 9/18" 09. CIRCLE DETAIL "0" THICK PRODUCT RIMMED n mmplytng wNtIOLO999ga 14 EWE KEY HOLE WASHER Banding Code AsomitneeNo 2— Lk71 20 !tare )03 , ,26 17 S1.1,49a ON HEADER AND SILL TYPE MAY VARY. OEPENDINO ON APPLICATION DETAIL 1 ON SHEET 2 DETAILS 5,7.9,10 AN0 1 DEIA2 25 ON SHEET J ON SHEET 2 WALL MOUNT 910101110 PANEL MP 9 8011011 OITN swam KW= HORIZONTAL BRACE STRAP PANELS MAY RUN CONIINUOU�TH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETMS 3,4 ANT 8 ON SHEET 2 WALL MOUNT 219 Me ANSI WYL. DETASS 6.7,9,t0 AH0 11 ON SHEET 2 BUILD OUT INSIDE MOUNT PITH Jm9 AL9 5r1.1 DETAIL 2 ON SHEET 2 DETAIL 18 ON SHEET J 0ETNL 4 ON SHEET 2 wort HIE AND SPA TYPICAL SECTION VIEWS PE PRODUCT RENEWED Mau as complying with Ma AscS as Oc NO 0 . $xp Date -irk r PRODUCT RE;V)SED 9IWngaribau0Dtartde A noo, ■ u. ateTN a e i JI Rfvlelon 4. 4/ .11 ANCHOR SCHEDULE ANCHOR SPACING ve DESIGN PRESSURE UP TO 59.8 P8F UPTO 71. • 'SF AND CONNECTION TYPE POWa000Nm1ET6 rrr •' CONCRBTEe,art 1' ; 18 13 ,,4• „., 3,_;,13•, 18 : • 0 : 43 13 poUp®Om01Eje ...113. 16 3 8 • 13 ,13„ 14 •'13 • . .'•t 18 .i..13- .;..3. :11$..; ,19 _ 14''..13 ; 0 t 13 • 13 ANCHOR TYPE ��rvo: rn00000ior�,a31o:1n1,Ad0000 MEM 18 13 8 19 ea' SPAN STS 16 13 • 7 • 13 13 41 BC11 1/4'RAWL LON180LT PLEHVE ANCHOR) 1 Ur M1N. EMBEDMENT • 6 : 3 : 6 : 3 : 13 88'6PAN M A N I 1....13..:.. @...y 1 3 : 1 3 18 : 11 • 6 • 13 i. 19.. ..18..:,11..:.0..:19 3 : 0 : 4 : 3 : 19 .1Q.. : .P3..., 7 : 10..: 13 19 13 : 10 : 8 : %if * 1• • 8 ' .14..: 6 : 8 :, 9..j 10 1A • 8 ' 4 • 8 • 11 : 6 : 3 : : 8 •14 • 6 • 0 j..9.- 10 11 : B : 9 : 7 : 8 Siil'� 109'8 Pea Bl�iTr 4 0 j 8 i 8 10 1 • 12 • 6 4 •11 • a 1: 6 : .; 7 : 8 14 , + ' { 0 8 10 HA' .® 9...i. . 8....9..- 11 : 6 : 4 • 7 6 11 • 4 4 8 ; 4 P 4 4¢ • 4 8 3 3 -12 • 4 6 =• 6: •, „ 1 3 4 4 8 3 8 MAN X11♦ 124° span : 4 j 4 ; . 4... :4.....12..:..4...; j9 • 4 • 4 6 • 4 : 6 : 8 4 10:4 • 4 : 6 • 4 9 : 3 : i �'+ ',” , .,, , „8 t r ,1 , 17w B EM 44' 8PAN 88' SPAN 109•epm, 124°apan 1' : 13 l' 1. 1...:.19....13..j..8.. 16.;..13..:..9;.13 :12....12 4 : : . :18 "." ;....;..1 .. ;.A3.. 12 I B i. 1 .i 12 16':'10''' :'1 : 10 16.13 :• {.13..j 73 '1A..• 13 : 6 i'13 1 13 12 ' : 4 • .11..:.1 11 11. 10 10 . 4 ' 10 • 1b' 9 • ____ MEM © °� 19 : 10.9...' 13 :.1$....1'..; :..9 ... ?.19.:.12... : 3 : 4 : 11 : 8 ; 6 : 10 .i IQ. - 9..:..7 ... :..4..:.8..:.¢¢ 8 : 8 : 3 : 8 ; t1' 11 6 : 0 7 10 . 9 : 4 • a 3..7... 3 : 8 : 8 8 ,, 4 4 6 . ; 9 7 • 3 • 3 j..$ :.a... �' : 3 : 4 : 0 1!A° PAWL =AO NAO.BV DRIVE Q DRM) 13B'MW.0319:0dfiNT NM:NORMT8 1 OP MIN. EMBED/E917 IN BLOCK 0•12.:..9... IMAM d 11:�97:9 tb : !i i••4 •.? 7 ; 7 8 : 4 : 3 : 8 : 7 8. 4 • • B 7 : 4 r 3 : 8 : 8 7 3 : 3 : 4 B 0 3: 4 ; 4 3 •.9 .. 3 • 3 • 4 j 3 3 3 Miai. Mirj= 8 : 3 g R. 4...• ;..3 tlt .. .13 •a13.. X10 1 6 13 93 10 •+. „:: t • „ 12 2 f) 12 10 1 : 4 • 7 4 ;.Q. • a • 4 : 9 • mum. VARIOUS HEAD TYPES mItr9 antM 1Jtv;1� 1 1.1M IN- 1Y111B' ialit ItiT I MASONRY SCREWS) U4'RAWLLP PANEL EAMA•BBAL 111! MRN. EMBEDMENT IN CONCRETE 1d.1JS „Lal ��B !u. 03 PAt,) 19 • 13 • 8 13 3 1•...13_.._0 ; 3 1. 13 • 18 ' ; . 8 ” 3 7 13 ;.. ios• 8 1b 13 : 8 13 • 18 . 8' :..3.10 :'11...e4...4 18 • 8 : 7 : 11 R 1? 14 : 7 ; 8 0 • 10 MEM S� 18 1= : 8 .. 3 • e`5°� Q 18 • 13 • 9 • 13 ; 46:13:7 : 13 :.3....A1 : 13 • 8 : 13 : 3 3 <•12 • 9 • 8 , : 12 • 12 : 3 : 4 : 1L :.11...isi.7.. 10:7 • 4 : 10 : 10 B�;i tai 1 0 8 • s p a n MEM < se j '7 :.1A..:.a.....14 ! : Q : 10 14 : 7 • B • 9 : o' • ... :.4- .7.. :..0.. 8 :.$ : 4 • 6 : 7 8 ..... 56 18.5, •8 •7 '9 13 : 0 . 8 : 8 13 4 8 • 4 9 ' 3 •4 • • 8 3 : 7 '� rite B i l l 124'epan • • 6 : 9 • 7 • 6 3 e. 8: 6 ,. .,.. ...• - 8 • 3 4 4 • 9 0..: 3 3- • 3 r,a ]�W A. $ .��. , �'�'tsr (IY•tl 1 v. L,u It ::.... 7. :. 0..;.8, '18' . 1 • 7 s r2 � 11 . < !L :, 13 :'13 • 13 �111�7� +'� iY 1i p s ��l �Ij luf u 51'� tiJ : .•.<, �,�c�1,,:'' :.. •J .. ...: .3 '10' •"10 • • 10. • 10” II�S�- S8'BPAN Mi < < c r 18 .A4..j.19 ;..9...,.:. ..: 13 13 • 3 '• : 13 ��� E 1/4.20x W8°• 1fC DIA. RAWILCALK-IN . QNADHU53OREWANOHOI) 7/8°M3410d13B0MIENT B8'BPAN 4.9.:..13 :..7... :.13'13...12 9 : 13 i 9. j 13 : 19.....1l..;..&... 18 • 13 • • • 13 13 :9 :6 2..:.. ?...14.. B ;.11.. ;.11... 10 • 7 • 4 • 0 • 10 :.19 ..:.8..;.13..:.13...14...0..:4 14..i.4.. 7 . 12 . 13 1: • 0 : 6 • 11 • 12 '3 • 7 § •: 4 : 4 j.A ... j. A... 8 4 - 3 • 6 • 8 5_17 108°epsa Sly 6 : 10 : Q : 13 : 19.....19 :- 9 6: 0 7 • 1.... ;.13.. _.$.._j 6 • 8 8 • 1 3 : 9 ' 4 ' 7 4 4 8 • 7 B • 18 • 8 : 7 : 8 3 _18:8 : 8 ;..�...j 3 1 8 4 3 3 4 .8•• :•• .. :..4.•.:.4... 8 3 C'3 • j..4..:. ° ___ 124' Van : 0. 7: 8 • 8 • 9 4 4 3 3 $ •..4 i..4... 7 1(? i 3 3 • 3 (�, 3' r > '4' 3 1 v s n''+, 1 ,� ` ... h ::,t,.c a . v,. (.kmS, l �,:, :.s� r.n yr a s fyt},43t[Li a ty �• �4 y .rs1`, szi' �i �r :.5 �4�as:��'- 'MUM .19. a' . ;..9..'..9...:.4.. i. • 8 ROBERT. NOYES: LOANS APO LOADS SHOWN !I WO sown= ARE FOR DEFERGINDO ANCHOR SPACING OILY. FOR ALLOWABLE SPANS YS. DOWN LOADS REFER 10 SEW 4. ANN/MUM ENBWMENT AND EDGE DISTANCE EXCLUDES ST1RCO AND /OR WALL MESHES SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE Ir sHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO 81TH STAND THE AODMONAL LOADS AND INSURE PROPER ANOHOR4OE SHUTTER 'SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. • 0 4• PE PRExp A o ODUanCT / D 810 aENQfi Nit • JD ' J 04 .201 the 7 os camplying withATotida By PRODUCT o o con n 81011d3 BWldiagCade AccepWi o No • 0 01 Bxp1„,, •• Date .'7Gk!1' 0 /7.• BloNda AccaPla >rkk!fk o ABASIOlto 08/14/98 • A N C H O R S C H E D U L E ANCHOR SPACING v6 DESIGN PRESSURE AND CONNECTION TYPE • 114° FOWL IP NAM DRIVE (HAIMERDRAB) 939r M 1, EMBEDMENT IN CONCRETE 1114' MEN. EMBEDMENT IN BLOCK VARIOUS HEAD IYPEB f i b AI n L1 n t n1 t t »� n i1� nnnnl MOD." (MASONRY SCREWS) IMC RgWL PERMA -SEAL TAPPER IM' ELOOPANEL MATEO 1971° MW. EMEEaMEN" W CONCRETE 4° 9ulif;�!1 UPTO815PSF Pa1W3J00NDTE e OOTORE111814XIC UPTO91.4 PSF weaeocoer THE CaNCRETEMOnx IGZER1113311K111121113111011E1113111E111131111:11113111121111111311131111131110111131111:11112111111:1111EN IMAM MEM 4 8 6 • 18 13 14 @ e 13 18 17 Q •° 4 8 9 ,12.,, ,8 „1.,6,._;_ B,•,:,10• MILM 12 4 :12:1 12 8 4:: 12 11 6 8 11 ! i A 0 MUM EMI OF SPAN or SPAN tar epan 12q•apan SS' SPAN 88° SPAN 186° span 124* spa, S8' SPAN 11440 7/8" 01A, RAWLOA.K•W (MACHINE 8OREWANCNOR) 710°MPi.EMBEDMENT 88° SPAN 108° span 124* span SS' SPAN OW SPAN 106°eln 124° van IMEIRS BIEi=,`:'f _m B» ®10:4 4 1N3i MEM MEM 3 ' 3 III BlIME IMMO _ .19 6 • 6 MUM .B©, MUM y MIND.., jrsss a: s MOAN` Mai 9 • 7 : 7 WAN MUM MAW 6 6 • 4 © MANI, i7 NOTHS: SPANS AND LOADS MOWN Si TNN SOMME ARE VOR OBTMORMNO ANCHOR SPANS ONLY. FOR ALLOWABLE SPANS VS; ORStON LOADS WEL TOSIFT4. MUYMUM ENHEDM8NT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR COMMONS THAT ARE NDT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL 0110 W00D, CONCRETE OR MASONRY. B0 ORS6UR, PE die$ EBL91008024 PRODUOTRENEWED as complying with Ow Florida EaddingCode Ancoptanc=No — 0320.26 Data - MN?” Z. /7 ,...AL iirifiFalnr2 D8/14/ B usmairm 0 /05/06 g R A N C H O R S C H E D U L E WOOD AP- TION8 UP TO 69.5 P8 CON ECTION TYPE 11111111LUCtinIMINII OMMIE- 081.5PEW U' 091.4PEW • a 11111,e".1.1tg1 .9rNll11111 I , � 14 1 ..)';r N• eiaelt•1.i19A �Q f t �t jsYA�Qn k " t�.�s^ s. ' i i� r �� +�� � F 7 8 8 11„ 4 $ 8 `�ls a � t s .: - §',,; :.. „ � elu ANCHOR TYPE '�' ___ 0� ©�1�0• 14 i 13 8 • 13 i i .!..:1.31.. 11 8 4 11 9 : 4: 4: 6: 7 8 , 3 . • - . 3 11 12 17 5 12 : t t 9 4 3 8 8 3 3 5 is'`I, 41;,.;12 :.;tir 18 13 8 13 12 6 5 6 1. i ` :,4.`�Iic'�zr 16 ; 13 t 8 t 13 14 7 8 9 12 4 5 8 i� ,;,% , ;: �''1 SY r'i 18 13 8 13 18 8 i../ 10 14 6 (1 )'ti e1. .e'Ja lr.V?Sw 0 12. 7 3 ,, r,, 13 9 • 61<.�t 13 10 4 " 13 , A 6 A �00000�• 1Q 7 10 t : t 3 3 3 4 3 1' 7 .• yi4' 0 ', u , f?'- a,2, . :SSr �Sx�, pis. r h 14 0 8 13 13 0 4 ' y'' .. t�� % ��.4': i�i,..,..�,i "u;�+r,E ,,,,� BIiA98WOODfRIBHtNO v4-zo 1:1:32=i2211 1" MIN. •∎41:.:. MEM � yt }INZIA� �fO' p .Na !'I 4' 1/4° e51SPAN •• 16 : 13 • 8 : 13 43.., 14 i 11 6 i 13 ,.13-. 12 : 6 9' 8 9 0 : 4 : 3 : 5 4 WOODLA03 °MI1. •a- � -- rt 1106 almva 8/'18” 1e i 13 10 : 13 i „13„ 16 : 13 7: 13 : 13„ 14 : 7 : 6 : 9 : 10 2 1 4 : 6 : 0 1 4 1Q 10 12 8 i " + r,' J . ,7r it t a _ 7 t 13 t 19 6 5 ; ;'' T �:: c., ti' Y,�i , $ 1 / qI )' +<�,pa � WOOD LAOS 1" MINIMUM TREAD P6 = C'Tro 1O5"ePAN ty tMWW ti /F } F }>H 3/e" "' " T 18 : 13 : 11 : 13 : 13 18:13 .:.. Q-..1 13 ;.-13.. 18 : 8 : 7 : 11 : 12 13 : 6 : 6 : 6 : e ,s re 1 � _.lG.:a�,,,..r..?U.n,.. 12 • B .'s4t )waysr+i: .','1,,„:d.,,," ' �,4 fl_ , lr i. 5 • 5 : n ' »�?., f w' .7/ ' ,Ji `i�; s -z_,3� 8 4 ,. �,�`..t�.' ' tra f •it •�� : 9 3 �� hG ti, ? Eil=11 WOODLA08 1 MINIMUM 1 , , PENETRATION la= MEM �eFy��1244 1 pI .>�T1FF t }>Y WOOD LAOS a Na Tne 18 : 13 : 12 : 13 : 13 18 : 13 • 9 : 13 : 13 . 7 7 i 8 16 13 t 19 13 13 18 8 12 13 �?� sut.� ,.t;:„,,,,ge Lr'.i v,� 16 13 8 . 13 t 13 18 1 8 7 ' r 9 I ,,.3 , nr. .s%z� 113 EZE=I i. S E' iliiirt�� L 1��j�® MPELCOPANSI.MATE9 1 7/•°M%THREAD •: - TION 1/4" ® 1e : 1S • e : 13 : 13 14 11 6: 13 : ,3„ t : t•- 12 : 6 5 : 8 : B 10 : 4 : 3 : 6 : 4 15 : 13 : 8 : 13 : 13 12 8 ¢ 8 Q r i 0 4 4 8 e,��, Ii:3 ' (1,a�? ::c.�a7S ;if }Ji6s?ifi'�M�.wa'.,.�r 16 13 1 5 13 9 12 8 5 6 9 10 i 4 4 8 4 A ;`ric rxh,h '�.(A''..) •2%.;. °4d•'�ar`I'')',: 15 • 13 6 13 13 12 6 1¢ 4 9 8 10 4 6 5.? „t;;1k. , d-- a16:2,,In 14 • 9 : 6 ' : 1 • 4 B i� eie °' v�4 Q>5 `�(� . �v1 s:. 4',4 � €if's1;-- 14 9 8 : :.1.3i . : 10 i s ' 4. ` $ ' ix4' ,' ..5, n . t ,i_t L // ,, 1 .v 13 4 '/ fir,. 4 4 , �{'et � �F� }4 }}T �,}G}FN• 1/4° ELCO PANEL MATES 17/6 MI .THREAD. i;' ..VON 114" 16 : 13 : 6 : 13 : 13 14 11 : 8 13 13 12 i 6 5 : 3 : 9 0 : 4 : 6 : 4 � VSRIOUB HEAD TYPSB p EMInunu cn A A - 114° MASONRY SCREWS 1/4° 18 : 13 : 6 : 13 : 13 14 i 11 6 i.:1.3..i..13.. 12 • 6 Q : 8 : 9 . 1wS21.,d . , l, i i 11 �tnY :is . ^i El= HOTS& SPAN AND LOADS MOWN IN MS MEDIAE ARC FOR ORNIR E 13 ANCHOR SPAWN* ONLY. FOR ALLOWABLE' SPANS YS. MOON LOADS REFER TO MEET 4. WHEN ANCHORING T0 WOOD 1/E WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO y#2 SOUJHERN PINE 0.85 SPEOHC CRONY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAM/NO STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE It�Hq BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE SOW/DNESS OF THE STRUCTURE 70 6171/ STAND THE AODRIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER =Tad MAY BE MALL INTO WOOD, CONCRETE OR MASONRY. ROBE2'i':S: tiONSOUR. PE PRODUCT RENEWED as complying with the Florida Building Coda Accannowe No 12:- 0320.2 ( ex.,. •n Data or/ / • ...r' Control PRODUCT REV68tD saxox+PUli remb8reNTolids tc va e"e TsxPu WYUdon .0 11 ONNOIM ,t,_wrio • • yr MIAMI COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION . DEPARTMENT OF PERMITI'IN(, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DI'V'ISION T (786) 315-2590 F (786) 315 -2599 NO'T'ICrE t�F At.' +' T ANCE {.lV'OA A www.miamiclatte, vtn�es Florida Window Systems, Corp. — 7191 NW 771h Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the u o of construction • materials. The doeumetdation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section tote used in Miami Dade County aneIntheraretts-whereallowed by the Authority Having Jurisdiction (AHJ). I, This NOA shall not be valid afteer the. expiration date stated below. The Miami -Dade County product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PBB-A reserves the right to revoke this acceptance; if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,' and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FWS -200" Aluminum Single Hung Window -- APPROVAL DOCUMENT: ' g No, W04 -200 titled "Series FWS -200 Alum. Single Hung Window sheets 1 through 5 of 5, dated 03/11/04, with revision E dated 03/07112, prepared by Al Faraoq Corporation,•signed and sealed by Javad Ahmed,. P.E., bearing the Miami-Dade County Product Control . Revision stamp with the Notice of Acceptance number and expiration date by the Mifuni -basis County Product Control Section. MISS/LE IMPACT RATING; Large and Small Missile Impact Resisteat • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 # 09- 0624.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, F.E. NOA No. 12- 0315.10 Expiration Date: July 29, 2014 Approval Date: Page I Florida Window Systems. ori►. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -20, titled "Series FWS-200 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, dated 03/11/04, with revision E dated 03/07/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test perPBC;°TA 201=94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked`wdrawings- and 4nstalllation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report 14o. HETI -03 1820B dated 02/12/04, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA No. 04-0528.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI- 03 -1820A dated 09/09/03, signed and sealed by Rafael E. Droz-Seda, P,E. ((ubmittee un p,ew uus•- 310..04.-0528.03) 3. Test reports on: 1) Mr Infiltration Test, per FBC, TAS 202-94 2) 'Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. H TI- 03 -1322B dated 01/01/04, signed and sealed by Ravel B. Droz-Seda, P.E. (Submitted tu 'dei previous NOA No. 04-0528.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with wed- up•drawiugs and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing; Inc. Test Report No, HETI 03 -1322A dated 06/05/03, signed and sealed by Rafael E. Druz Selo., P.E. (Submitted under previous NOA No. 04- 452803) MapueI Perez, LE. Product Control Examiner NOA No, 12431E10 lyxpiration Date; July 29, 2014 Approval Date: L.1 Mt-ida Window Systems. Co rn.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. • Anchor.verification calculations and structural analysis, 4omplying with FBC-2007, prepared by Al -Parooq Corporation, dated 06/15/09, signed and sealed by Arshad Vigo, P.E. (Submitted under previous NOA #09- 0624.06) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE L Miami -Dade Department of Pennitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Soluti t, Inc. for their "Saflex and Vane va clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 08- 1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayer", dated 03105109, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial mterestt; da T r24g 2012; signed and. sea1tivy 3avad Ahead, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0624.06, issued to Florida Window System, Corp., for their Series "FWS " 200" Aluminum Single Hung Window -- L.M.Y., approved on 08/26/09 and expiring on 07/29/14. Manuel Perez, P,E. Product Control Examiner NOA No. 124015.10 Expiration Date: July 29, 2014 Approval Date: E -2 1HEfE %MIOEL5 ARE RATED FOR LODE & SMALI TUSSLE IMPACT. SHUTTERS ARE NOT REQUIRED. BERIBS Y S —EOQ ALUMINUM' SINGLE HUNG 'WINDO1 DESIGN LOAD 94TIMGS FCR THESE WINDUPS TO TM AS PER O1T8TT5 SHOWN ON SHEET 2. APPROVAL IVPUES TO SINGLE UPBTS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. CR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IAJNII -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LULTER DEEM PRESSURE FROM TNNDOWS OR NLLUCN APPROVAL 'MU. APPLY TO ENURE SYSTEM. THIS PRDOUCT MIS BEEN CE5N IEO ma 1Lb1EU TO COMPLY YARi THE ILECUIREMENTS CF THE FLORIDA BU DING CODE INCLUDING HIGH VELOCITY IRE ZONE (H4N2}. W000 BLOWS BY OTHERS, MUST BE AHCHOREO PROPERLY 10 TRMM ER Laws TO TILE STRUCTURE. ANCHORS situ. BE AS USTEO. SPACED AS SHOR'M ON DETAILS ANCHORS EREIEOMFNI TO BfSE EOATERT L SHNI BE BEYOND WAIL DRESS NG OR STUCCO. ANCHOF NG OR LOADING CO,IICRLONS NOT SI4DWN BQ THESE DETALS ARE NOT PART OF THIS APPR04WL. A LOAD DLN1 TION NCBFAAE IS USED IN DEVON OF ANCHORS INTO YMCO 034LY. LIPTERLWS INUJ DfG BUT NOT LILIRFFra TO STEM/MET& 9CREW5 THAT COLA= INTO CONTACT PATH OTHER DIBSIWLPR MEWLS SHALT. MET TfT: ACOURFAIENWS OF THE maim BLDG. COOS SECTOR 2033.B.4. • BULB % NYL 1/ ANN. STASs DRO" PE HOERLATER 9APLEX JIG Elf 'S UJl1F T/E" ANN. GLASS P EC PA SOB 9u00NE P BOCRA 8BB $ BILE VINYL 4B S /B' fI �1 1 1. iI R [I a cl II. n H n tit 1 ii ii else moms [suRF CE APPULD» LWAY BE USED 1/6 • HEAT STAE #'D CAS VENT worm 53 L%8" ENDOW MOTH TVPICALE[FVATIQN TESTED WC 07S° INIENLIWER OSPEW( COMPOSITE (vs- n) BY 'OLDCA*LLE' LSO'' 445 troESLAYER WPM TIC BY 'SCI.UN' 1/B" HEAT STREWCO GLASS DLSBS TYPE 'te main TYPE 'E' GLAZING 01,TION4 Altas70582 N 1 *G ng n0. W04 -20 j hDct 1 DT 8 1 EQUAL TATES WINDOWS _ D887052 LOAD CAPACCJY - PDT WINDOW DNS. W,/6 908AR C13P0 mu S115dA CUPS AT :81M8S CUSS TVPN A MASS TYPE GUM TYPO IP 'A' 01415 TEP2 11' WUTH HEYRT riff. +} 1104-). ELT44-) 1NT4 -j ERE(*) 1*7.(-) ENE44) 164.(-) 111 -I/6' 28 -kf7' 82` S7" 42° 85 -1J8' 28 (3) 50.0 80.0 65.7 75.0 60,0 65D 617 75.0 50.0 85,0 58.7 75.0 00.0 86.0 06.7 78.0 00.0 850 10.7 78.0 81.13 4160 05.7 76.0 800 83.0 88.7 75.0 60.0 050 61.7 750 .00.0 660 88.7 70.0 80.0 05A 83.7 760 800 650 88.7 700 600 080 087 780 600 658 88.7 750 850 86.0 86.7 700 IS-1/W 25-1/2' 32' 37' 42' 49' 53- 1/5'®' . 39 -3/g* (4) 6058 650 88.7 760 00.0 MD 687 70.0 60.8 858 657 7550 0.10 050 60.7 750 rroo croa 880 MP MO 6047 550 Eilifitifi 66.0 1187 75.0 ©C C E E7'CEL'�'- " 75.5 I=IIIIMICEIIIECIIIIEN 410 00.7 Ell 00.0 650 58.7 15 -1/8' 28- L,12.' 32" 37" 42' OS -1/51' . S9 -g 1,5 14} 11=117.11121111110111137 800 80.6 80.7 70.0 8120 5so 66.7 759 63.0 05.7 789 500 050 80.7 70.0 ODA 058 30.7 MA 80.6 08.7 70.0 Goo 8341 06.7 790 X05.0 i,::.a__ 70.8 _m_ soo M "1 754 10 -1/6" 28 -1/:Y 32" 37" 4O" 413" 53 -1/8' 67 (5) 60.0 Q�'�.!i��E;]Q',I 75,0 1=1111 fie 1 50.6 080 760 BOA EMMICEll 75.0 817 750 6041 MD 66.7 75.0 8170 0011 017 730 60.0 850 66.7 708 60.0 660 617 730 600 0941 06.7 750 50.0 00.0 84.3 049 500 63.0 56.7 79.0 E:. u l ''_ no 75.3 478 - 1,111' 26 -1/2' 32' 37' 42' 60' 87- Vs' 63' 050 0841 80.7 7541 00.41 660 00.7 750 60J7 05.0 60.7 75.0 06.0 968 00.7 780 810 8a.0 90.7 75.6 00.0 0941 60.7 756 030 60,0 05.7 710 60.0 660 017 700 50.0 0550 68.7 70.0 65.0 664 _ 087 7841 13011131:11 857 75.0 - - 520 62.6 - - 66.7 70.0 19 -1/8' 26 -1j2" 32" 37" 42" 46" 53 -1/8' 76' (6) 800 MD 06.7 730 60.0 08.8 867 70.0 60.0 6641 0147 75.0 000 850 6.7 75.0 500 660 56.7 700 4100 85.17 66.7. 75.0 00.0 509 517 750 600 830 410.7 75.0 - - 50.7 74.2 - - 687 760 0 ,EEMIi Es 80.7 780 - - 40.1 48.1 - - 88.7 780 • H0. IN PARE11171565 IW1C1Trn N0. OF ANCHORS P03 41936. UNEQUAL LZTES WINDOWS 23880151 LOAM CAPACITY - PST WII4I107110113. 71/0 soma CUPS DM 99668 CLIPS AY 3ANJE8 01.606 rips 4.' CUSS TEES H' MASS 7YP13 6' CUES 7008 8' 38TH HOOK' 0(744) 100( -) E0749) 137,) 2 T4+) 1M1-) LM.(*) kNG( -) 15 -1/d' 26 -1 /2' Jr 31" 42' 413.' 56 -103. 30 -5 . 18 (5) 510 810 04.7 750 60.0 08.0 85.7 7847 50.0 560 66.7 780 60.0 83.0 80.7 750 80.0 86.0 ( 06.7 75.0 808 010 80.7 78.0 8170 85.0: 88.7 75.1) 600 690 017 730 6180 80.0 08.7 75.0 60.8 850 66.7 730 600 BED 08.7 712 00:0 050 05.7 730 - • - 01.4 61.4 - - 687 • 739 19 -116" 25-1/2" 32" 37" 42' 48' 83 -1/6" 1 800 650 66.7 75.6 630 88.0 08.7 76.0 600 05.0 087 715 50.0 060 08.7 750 , 00.0 05.0 66.7 75.5 DOA 660 05.7 70.0 00.0 650 58.7 70.0 8614 660 03.7 750 - - 68.7 730 - - 69.7 75.0 , - - 88.7 663 - - 387 730 - - 50.2 811.2 - - 187 750 10.4/3" 26-1/2' 52" 3r, 42" t6) 600 6647 66.7 760 600 08.0 88.7 739 800 600 1357 70.0 6341 660 58.7 75.0 900 89D 00.7 75.0 50A 850 06.7 75.0 - - 067 750 - - 60.7 79.0 - .- 587 75.0 - - 56.7 79.0 19 -1/6' 20 -6/1" 32' MO 000 08.7 75.0 8170 58.0 86.7 758 1 6010 86.0 80.7 750 80.5 880 687 758 - - 506.7 750 - - 007 , 750 • NO. IN PORENINESI6 4112C4TC N0. OF moron PER 40108. NOTE: GLASS CAPA.OITIES 010 THIS SHEET ARE EASED ON ASTM E1300 -04 (3 SEG. GUSTS) ANC FLORIDA BUII.UING COMMISSION OEGIP3AT(?RY STATEMENT DC905 -0E0 -2151 raw .Wbn Ax LSO CPR .400 090 02 0 Y242012 a IV m Vest got 5 jj 12? IOW BUCK ab d 4a TAPH'JL ANCHORS SEE EIEY. FOR SAPLING SEE EMS. FOR SPACING 1YPICAL ANCHORS SEE EMS. FOR NELLL STRUCTURE NULLJ2N & F AH N ANCHORS SEE SEPARUE NOR OPTIONAL RiIR URCII ANCHCRS SEE kT: FOR MOHR WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA 54L9R. SYS. MUST SUSTRM LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE 9eull.c O STRUCTURE. A 4 a SEE • 4 WP1CA0. ARCHOR S �. FOR Sl'1JCUIO TYPICAL ANCHORS: sa ass_ FOE spAcmc 1 /4" M. UL1IMO/4 BY '2LC0' 4'. -171 FO, F1wr158 FSQ INTO 25Y WOCO EUCFS ca WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO Y!C?OD THR 118Y BUcXS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO ON OR MASONRY 1 -1/4." MIN. EMBED INTO CONC. OR MASONRY 1614 SMS OR SELF DRILLING SCREWS- Owe 2 ENS) INTO METAL STRT.ICTURES STEEL : 12 DA. MIN. (Fy = 36 ISSN MIN.) ASL711QNLFLS a 1 /B" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINT% 4112 I AR S. I1 JR{l IJNG PEWS.- (GRADE 2 CP5) INTO MIAMI -D c€ COUNTY APPROVED MULUDNS (MIN. T11K. o 090') (ND SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AHD MA90NRY . 1 -s /8" UN. INTO WORD STRUCTURE m 1" MIN. INTO METAL. STRUCTURE = 3/4" ASW CONCRETE Pc .. 3090 PE4 URA. • C-00 HOLLOW /FILED FLOCK f n . 2900 PSI MINT. madam ALL JOINTS AOO "FAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD 5504 SEALANT. 71FSEPHOLES; WI - 1 -1/2" X 3/16" WEEPHOLES AT 2 -1/4" FROH . EACH END 5 1 8 drawing no. W04 -20 sFsal3oi 5 LTe6 9 I PARR 0 ISQD. F978 -G20 1 ft5 -024 L WL1111-440E COthliY APPBOYEO NLLLON SEE SEPMIaTE ROA T17R211 AIWHOILS SEE EI.EV. FOR SPACERS V111171 T a I F195 -1122 1 2 4 1 FS98 -026 6 Frs-025 7 1 MS-016 DB80PJPTIE0 Na7BIW6 asiravaantraapsmaalcs 2 s I BYS -09 I AS 1160. s I fV- ma 1P!'e' I i2,/VENT 1O L - 1 a 11 1 896 I AS SEAM 12 Is % 1.-3/4'1 w 13 FRAME JAWS 1 9083 -213 nap raw. Pont 1 wee t9 100 TOP WaIL y 919iT6 ✓ ENT Bp110N CAL 1 8053-TO tiara six BFI. GLATERD BEAD 0010-01 0012TO VW LA051 0 10-30' FROM 009 9083-18 CAM EWE SWEEP FSQ1 IATIH EPm6O mAEVLC CO APECNO DAM SMILED wf {2} ofB 14 3/4 F11 8149 41Bp014a. FAME 11 VENT ASBELIBLY SLIMS 1 CRS PH SP3S 14 I. 021113 1 6S RIMEL to I F.r706 1 a9 RUED. E6 I I VENT 192 I I SAW 4BN001Y WIDTH 11110014 55701H 17 I 16 X 3,Ar 1IS 1 23-82 1 a 19 t PILE H'SIWPT 510TH PLABr40 PW U31i 1FAB BNB W4.515IPPLTO 911I11. SUM MCI TAME 9410400 BtB" SPRIL 9PU SOH GLUE SCREWS MB STOP 04911 OUSE FH A6IANHUN 6f15' 8011 SCBEE9 0011501. 1 /4' 5,1M TYP5.8 01L'HL:RS SEE ELEV. FOR 1100.51 i Engn 0948 M046 UAL FEA. Fl 06AL 362 k-1-1/11,2 GLANS BEM VDU TOP wu1.- �.290-•1 • MIAMICIAD COUNTY DEPARTMENT OR PZRMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PIRA) BOARD AND CODE ADMINISMATION DIVISION • NOTICE OR ACCEPTANCE NOA. M1A112I -DAD COUNTY PRODUCT CONTROL SECTION 11805 3W 26 Street, Room 208 Mimi, Florida 33175 -2474 . T (786) 315 -2590 1 (786) 315.2599 maul d. :era Pino's Window Corporation 6860 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority. Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section an Miami Dade County) and/or the Afi.T (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted' manner, the manufacturer will incur the expense of such testing and the AHJ may irnrnediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Aluminum Tube Mullion -- L.1VI.I. APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Ahnnirruui Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/1995, with last revision D dated 024012012, prepared by A1- Parooq Corporation, signed and sealed by Javad Ahmed, P,.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Couptx.Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resisthnt LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 ofthe 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. Pailure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADV1gRTIUM:ENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 08- 0514.10 and consists of this page 1 and evidence page B-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. tltrera, P.. NOA No, 12-0314.02 Expiration Date: March 28, 2017 Approval Date: July 12,2012 Page 1 Pino'a'Wlndow Co oration NOTICE OF ACCEPTANCEt EVIDEN E SITMITTED A. DRAiVINGS I. Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/1995, with last revision D dated 02/2012012, prepared by k1- Farooq Corporation, signed and sealed by Javad Ahnaad, F.E. B. TESTS "Submitted under .NOA # 08-0514.10" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and. installation diagram of Aluminum. Fixed Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report • No. FTL -5562, dated 03/29/2008, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor acid mullion calculations, prepared by A1- Farooq Corporation., dated 01/30/2012, signed and sealed by Javad Ahmed, P.E. "Submitted under NOA # 07- 0322.12" 2. Anchor and mullion calculations, prepared.byy A1- Farooq Corporation., dated 02/24/2007, signed and sealed by Humayoun Farooq, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1, None. F. STATEMENTS 1. Statement letter of code conformance to 2010 PBC and no financial interest issued by Al.- Farooq Corporation, dated 01/30/2012, signed and sealed by Javad Ahmed, P.E. "Submitted under NOA # 08- 0514,10" 2. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/2008, signed and sealed by Carlos S. Rionda, P.E. ]E -1 crie ot jyor - -- Carlos M. Utrera, Produet Control Examiner NOA No. 124314,02 Expiration Date: Morel: 28, 2017 Approval Date: July 11, 2012 /50 125 tip. Ai0 4.000 MULLION cue c a -151 {AL7 TO MIMEO . t P W4 711S RUST 910 CUT TO FIT 5NUD INTO TUNE PRISONS. • S4O 225 TIP. 8000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WNW OR ODOR APPROVAL FOR WHAM MS 60 SPRUNG ALL HUrt, 710NS B05. TB MIH. INSTRUCTIONS', UB WARSAW GRAPHS AS FOLIARS. STEP 1 STEP 2 STp3 STEP 4 STEP DETERWLE MESON DM FQAUIRED PER ASCE 7 FOR PARUCU A CPENEM. LEE RW111-010E 6JN1Y APPROIED 01/31146 PRODUCTS NEEDS MC40 LOAD 9ECUR WIS. USE 001INECTP N i0 MAKI AS PER PRODUCT AT? I. USH6 06610 CN EMT 2 SELECT A2LCL10 4 SIDE 56TH OESIIR4 RAMC NODE 0161 OESISN LDAD SPOCIREO N STEP 1 ABOVE. - L61116 ASCHE! TYPES ON SHEET A. AND AMER OPIPHE ON 000 3. Sae= ARCHER TYPE 1#TH 11E0214 RATING RDFE VAN 1HE V05EIET LICE SFE7C3E0 A0 STEP T 1061E. MULLION CLIP LEGS REMOVE] gCTTI GULAR ALUMINUM TUIE MULLION. USING MULLIC7N PROPERTIES _ONLY NOTES; tw5 PRODUCT 14+S BEEN MIMED AND TESTED 10 CEOPLY WITH TIC REQNREAID ES CF THE R.C1LDh SJLDNO CODE 010LUDI 3 ADZ VTLOCIIT I4JRI1CNIE 2010E (IMi1). ALL 01h2110 MRCS U5Fb 61111. THESE RMLLL0LIS OAT MEET THE INFIETRANON. BUILDING FORCED C0130 RIMTRY' RESISTAT4Gt G0. SAFEGUARDS ETC. TER 51000 DM BY OTHERS. MUSE E4= ANCHORED PROPERLY TO 1:AMER 12046 10 THE SERUCIURE. 6011156 SAALL 6016 LISTED, SPACED 16 91019 1114 OEM S, MEOW 10 ELISE Wank SKILL DE DENIM DAIL. MERI B (TICCO. 11LE ETA. ADOETRIRJD 0041;660115 OTHER MIDI THOSE 310111 RI THESE VERATS ME NOT PART OF 1115 AVM. - A. LOAD 0iPo511010 T 6 00172 N 005109 or 16310 S MO ACCD (OILY. I620ALS L26.50110 ENT NOT MATEO 10 5T1EL%1 PTl SCREGS, DDT 001/L INFO OFFTTHEE FLOORRIDA ELM CEDE SEMEN 5M003d1 # NEST TIE RE9UTd NEk75 MULLION MIEN IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED Mt ALL MIAMI-DoE C1O'JNTY APPROVES. IMPACT AND HOTS- IIIPACR RESISTP'1T PRODUCTS. . 16000062151,016111602 DedI16Cade MOM "6 Z 0 IF 0 w UIx a M1 ▪ o • Zieg F 1 2011 a HP W N 20 1°x 3'x 1/0' TUBE NULI. 8B a N 1 "x 2 "x 1 /B' TUBE NULL ■11 ■1■■■i ■i za ■■ ■... ■■am. ii1■!■•■■ ■■■ ■ ■i1/ ■ •■111111•■■ ■■ COMOSZiili ■ ■ ■1 ■i ■111■ 111■1i•11•■■ ■■ 20 30 th 5B 60 70 TRIBUTARY UIDTH - INCHES rwFwEb-mEN 2" x 4` x 1/0' TUBE MULL 0 20 30 40 5O 6O 70 TRIBUTARY UIDTH.- INCHES BB antimmunnumna miummuirman inimumummum t1L1•I1■■■ ■i ■■■ 111 ■11 ■1 ■ ■t■ ■ ■i1■.■•■ ■ ■•i i�1i ■i ■ii ■�■ 1111•111111MININNIIIMEM Ik . ■111M ■■.0.■ 1■ ■■11MIM ■i■ ■M M'L9i ■ ■ ■■ ■iii 30 40 GO 80 70 TRIBUTARY WIDTH - INCHES 2` x G" x 1!'B' TUBE NULL B0 H Qg .O of 20 1=1111111311111111•1131212 11111k11 ■i11i1■ MIIMILIMM1110111111M1 ■ III 1► 1111 ■■111 111L1IMM■1 ■11 t1LU&1111•U111MI1■ L111i1 ■►1U111■ 1�11�111i�� ►1 111•11 ■!S1111 illINEliall0111101111M X111■ ►15111 ■101■■ 11111ii'11i1■ 11111 ■1•1 •111,111 1111111114111311010111111111 ' 30 40 60 60 70 TRIBUTARY WIDTH - INCHES m [` x 4' x t /B` TUBE NULL ti unmamammannen iLl ■ ■1i ■ ■� ■■ i ■Mi1 ■ ■ii ■iii tiummtsmaummu i■i!■■1ssure itlil'1■m► ■111■i■ ■t11 ■i!•■1011•■ •■1011■01■ 111111111111111■ ■121111■ 11011111111111111105111•21116 20 20 30 40 - SO bB 70 BB TRIBITf dRY WIOTH - D kES 0 n 8 111 A TYPICAL MULLION ARRANGEMENTS WUSTH = wi + wz -• 2 kara 'MULLIONS' RATED IN THESE MARTS MAY BE ORIENTED 111:vmagewoieravilmwotbovigok VERTICALLY OR KORIZONTALLY. t>tan fl (IMtRPOLATlOM . B TWEEN WIDTHS RIPPED) ED) Acceptrota Trf, icl r'} • • film s- ProAea00:4 lti7l Pe. 7d9EQ� MULLIONS drao+ing M. M95 -1 SA sn�et2at 4 , (.1 0 0 I. m 0 Elol 00 20 25 33 32 46 45 60 55 60 65 73 75 93 TRIBUTARY WIDTH - INEL-ES A ci 02 03 .1 SO AttCPCFS TYPE A 20' 25 30 35 40 45 63 55 bf 65 TS IS 90 TRIBUTARY L46091 - INCHES ANDONS TYPE 3 a 0 AWRIRSMA2 ft 20 IS .33 3E 40 45 so 55 -se cs /a 7555 TRIBUTARY 139TH - MCKIM TYPE 20 25 38 35 43 45 5d SS 613 65 TRIBUTARY WIOTH.- INCHES u z 3 2 TYP1CN_ MULLION ARRANGEMENTS • Lommol.1-127-1 FROXIOCrSOISPNED onglyinituthSli SIDRA, OultErin Agavinnzt 6+.5 t Vag "IY,9 rm. ME ANY ANGHOR OONDITION SHOWN. HERER4 MAY COVER LOCATIOM AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESMI7N SEE SHEET 4. (maERpoinowllmATTHs OR SPANS ALUNED) RiasetaliV' P- • • ANCHORS 1 FEB Ian 0 1- 2 5 114. d Ing 00. M95-18A (shed.3of 4i M CHCRS TYPE `Al' ANCHORS YPE "J3' ANCHORS TYPE 11,4 "012311CDN t/ MOTE .4 1 /d' • LH.1fmo 21 MOLE • AVM MULE 222M1m' AMU F71ULC *TUT WED BI 1C T12 ACCDYER9TE •CI.74,0142LE TU HASIX 4 2 x 2•K + /e' ALUM METE 1/2' W11. Q 14131.2. 2/ ASIQE 2/s2mE • L4 3/ MOLE 4/44 m tLIRACCR t -1/4' 191E £TEED • MULLES MILLOR ° MOUE cat 114.5CM BLOW FOR 1EYSSE SMOG WARM OR E B EORTAL WEIRS 2uL JMOE 240 LOSS 1Eff DR 2BY SCUD MULLION Nati AISLE UNG EV CS 2BY WOO BAH • SWJLLDN aT IEDS Room Amiss Ltat 3P1 CLP La 0 zF a 2 cc 8. z. • 3 to ILcogO 'IIEE 14. W tl 2.222122LC E. L-3 /4''NEN • 1/4" I N& ULYB SIDN / 1-1/2° P1W + ENBEIi 1 14 US. s/ ANGLE NOTCH PNDLES TO NI2S 141JtB18 SILL OR TRH MULLION ANCHORS TYPE ' 2' THUS SUSS CA9 6E MULLED 41 EIRO DIREC1SK Ala 1E42 (2)OMG21E2C (t) t 1 OFFOSTE SEC ULTRA+CON BY 'ELM' fu =177 its'. Fye155 its¢ INTO 2BYAIOOD BUCKS CR 'WOOD STRUCTURES 1 -3/B" 1+1• PERETRA11ON.INTO WOOD THRU 1U1 BUCKS II TO CONC. OR MASONRY -1/4' MIN, MED INTO CONC. OR MASONRY AMOR EDGE MINCES; INTO CONCRETE AND MASONRY a 2 -1/+° MIN. WO WOW STRUCTURE I. 1° IAN. INTO METAL STRUCTURE 9/8" a'iM. TUBE 1EULW11 13NCHOR DETAIL #1 a2WWR4 E 14 S.MS. :NOM MARBLE NUM MOLES TO EYSS SRLL OR TRH AaaeFttme ° r err•bie EntBtHYNttt Sig A6 . d 1 /4' BD�. uenucHIN 1-1/1" Nri. B4BE0 t/ AXDLE 1 WOOD BUCKS 41OT BY MO WINDOWS MUST SUSTAIN LOADS It/POSED. • �. FEB,* 3. 202 • drawing no. M95 —1 8A {sheet 401 4 )