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WS-10-1707Inspection Number: INSP - 153427 Permit Number: WS -9 -10 -1707 Scheduled Inspection Date: November 18, 2010 Inspector: Rodriguez, Jorge Owner: JEROME, MACULESE Job Address: 10728 NW 2 Avenue Project: <NONE> Miami Shores, FL 33150- Contractor: HOME OWNER Building Department Comments REPLACE 6 WINDOWS NON - IMPACT Passed Failed Correction Needed Re- Inspection Fee November 17, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 151651. WINDOWS MISSING TAPCONS. MISSING NOA FOR MULLIONS. MULLION MISSING BOTTOM BRAKET For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)335 -4106 Parcel Number 1121360020110 Page 21 of 25 TrJ bamittal Fee $ '(JV Permit Fee $ NO Flood Zone Phone # i✓ r : /ide * * * * * * * * * * * * * * * * * * * * * * CO /CC BUILDING PERMIT APPLICATION FBC 20 Value of Work For this Permit $ Type of Work: [Addition Describe Work: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SPECTION'S PHONE NUMBER: (305) 762,4949 State Alteration : iami Shores Village Building Department F Architect/Engineer's Name (if applicable) Phone # Permit No.St Master Permit No Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ; -'ems ( I y Phone # Owner's Address / ) r rd r9 4' A_4 City �° Tenant/Lessee Name Email Zip 3r Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip ;/ ' 9 FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name r f Contr Address C7 g ✓J City / CC — State l Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Square / Linear Footage Of Work: ]New Repair/Replace ❑ Demolition CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1. See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgae Lender's Address Oity State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C-crYli251 \ e r&yri-e-' Signature 6 N e j� Owner or Agent Contractor The foregoing instrument was acknowledged before me this �3 The foregoing instrument was acknowledged before me this day of________, 201 Qby ((LO 7 ( - YT)t , day of , 20 , by who is personally known to me or who has produced 1 % who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY P �'�' %, Sign: Print: My Comm APPROVED BY 0 (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: Sign: Print: My Commission Expires: **. ** * * * * * *k *** **irkk** ** ** ** ** ** * ***** * * * * *** * *** *F **.4*,F*** kdr**** **ir*** *** *dc** ** *c4***k !017 Plans Examiner Zoning Engineer Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT /' NAME: t G 0/LJcy /if DATE: 9 - e.7 - to ADDRESS: / 0 7 2 Al ) a / 4-0 Hfif /-l; . R3! 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. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial U -. 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 G 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 instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers 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 or substantially improved it for sale or lease, which violates the exemption. Initial G Initial G 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. I, 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 J� 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. 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 govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 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. mvfloridalicense .com /dbprlpro /cilb/iindex.html Initial 6 J 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: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Cr J 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,drYunlicensed 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 contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's 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 Biwyrkp luoyne Produced there License or OWNER day of identification. Initial 6 J Initial 6. cJ Initial who was personally known to me or who has $ .4 NOT ,, �1 l \0 . \ 1 :: 1:7 9 41; C°1.;..4°-'I' se. 4 7\ci, 1 IA, 10 7 5 NI Av Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Trfbutary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 - 59.8 -58.0 58.7 -55.6 - 54.6 -53.8 -53.1 -52.5 18 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 18 ft -63.1 - 60.6 -58.8 - 57.5 58.3 - 55.4 -54.6 -53.9 -532 20 ft +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -84.6 -62.1 50.3 58.8 -57.8 58.8 -55.9 -552 -54.5 24 ft +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -68.1 -63.5 -61.6 -60.2 -59.0 -58.1 572 58.4 -55.8 28 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 51.4 +47.4 -602 +46.8 +46.3 58.4 +45.8 -57.6 +45.4 56.9 +45.1 24 ft -68.7 -66.0 -64.1 -62.6 -61.4 50.3 -59.4 - 58.7 -58.0 34 ft 38 fl +51.3 +49.9 +49.0 +482 +47.8 +47.1 +46.7 +46.3 +45.9 28 ft 59.8 -67.1 - 65.1 -63.6 52.4 -61.4 50.4 -59.6 -58.9 40 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 +53.0 -682 +51.6 -66.2 +50.6 -64,6 +49.8 53.4 +49,2 -62.3 +48.7 -61.4 ..+48,2:' 449.8 +47.8 59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 57.1 +51.3 - 65.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 51,5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 -652 +50.6 -64.1 +50.1 - 83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 - 71.0 +53.7 m N -67.3 +51.9 -66.0 +51.3 H'!N RN 4 8 L' 41 -582 +53.1 36 ft -74.8 +55.9 - 71.9 +54.4 -82.2 +572 58.1 +52.5 -86.8 +51.9 -60.1 +55.0 -59.5 +54.5 59.1 +54.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 - 68.9 +53,1 -67.6 +52.5 -68,5 +51,9 -65.5 +51.4 -64.6 +51.0 -63.8 ±50.6 40 ft -78.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 89.7 +53.7 58.3 +53.0 -672 +52.5 - 662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 - 66.9 -66.0 -65.2 -65 50.1 +54.9 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56,7 -72.8 +551 -71.1 +54,8 -69.7 +54.1 - 88.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 48 ft -78.8 +58,8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 - 70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +527 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 59.8 - 68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 89.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73,6 -722 -71,0 -69.9 -69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55,4 +54.9 +54,5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71,6 +55.9 -70.5 +55.4 -69.6 +54.9 58.7 +54.5 56 ft -82.1 +61,3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72,1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 60 ft - 83.3 +622 -80.0 +60.8 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +58.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 50.4 +48.5 49.2 +452 - 48.3 +44.4 -47.8 +43.7 47,1 +43.1 48.6 +42.7 -482 +42.3 -45,9 ±41.9 -45.5 +41.6 18 ft 51.1 +47.1 -49.8 +45.9 49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 -47.5 +43.3 48.8 +42,9 -46,5 +42.6 482 +422 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +48.1 - 49.5 +45.4 -48.9 +44.8 4.4 88.0 +44.3 4 +43.9 477 '' +43.6 -47.3 +432 20 ft -53.5 +49A -52.2 +48.1 51,3 +47.1 50.8 +aa a -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 +442 22 ft -53.3 +49.0 52.4 +48.1 -49.7 +45.4 -49.4 +45.1 24 ft -.._ -54.3 +49.9 - 53.3 +49.0 - -- --- -- -- --- 50.8 +48.3 -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 +48.7 28 ft 57,5 +53.0 561 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -532 +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 fl -59.1 +54.5 - 57.7 +53.1 56.7 +52.0 55.9 +51.3 552 +50.8 -54.7 +50.1 -542 +49,6 - 53.8 +492 -53.4 +48.8 34 ft 38 fl D1 .4: -56.6 +51.9 -57.3 +52.5 55.9 +51.3 -56.6 +51.9 -54.5 +49.8 55.1 +50.4 4f4!1 38 ft -61,3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53,1 -57.3 +52.5 -56.7 6.7 +51.9 - 565.8 -56.2 +51.4 5 +51.0 -55.4 +50.8 40 ft -62.0 +57.1 -80.5 +55.6 - 59.4 +54,5 58.6 +53.7 57.9 +53.0 - 57.3 +52.5 58.8 +52.0 -58.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +582 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53:0 - 57.4 +52.5 ,- 57.0 +52.1 -58,6 +51.7 44 ft -632 +58.3 - 61.7 +58.7 -60.8 +55,7 59.7 +54.8 -59.1 +54.1 - 58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +582 50.3 +55.3 59.6 +54,8 -59.0 +54.0 -58.5 +53.5 58.1 +53.1 -57.7 +527 48 ft 54.4 +59,4 52.8 +57.8 -61.7 +567 - 60.8 +55.8 -60.1 +55.1 59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 53.4 +58.3 -82.2 +572 -61.4 +56.3 -607 +55.6 -60.1 +55.0 -59.5 +54.5 59.1 +54.0 58.7 +53.6 52 ft -65.5 +80.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +56.1 -60.6 +55.4 -60.0 +54,9 -59.6 +54.5 -59.2 9 +54,0 54 ft - 66.0 +60.8 -64.4 +592 -63.3 +58,1 524 +572 51.7 +56.5 -61.0 +56.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft -86,5 +61.3 -64.9 +59.7 - 63.7 +58.5 52.9 +57,7 -62.1 +56.9 -6t5 +56.3 -61.0 +65.8 50.5 +55,3 50.1 +54.9 60 ft - 87.5 +622 -85.8 +60,6 -64.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +566 51.4 +58.1 -61.0 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements110 Loading \11 CalculatorstASCE 7 -051_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' 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. C1-I ® I 1 { ELEVATION 1 WALL ZONE FIGURES 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' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED - BY AN EIRIINttH 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 INERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E, 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN, 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0'FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0,$5 (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. PEAK ROOF HEIGHT MEAN ROOF HEIGHT m m N O 0 m z 1 En C u1 REMARKS NIT ISSUE REVISE FOR 07 FBC DRWN CL CHKD FLB DATE 04/19/06 TSB FLB 02/23/09 THIS DOCUMENT I5 THE PROPERTY OF FRANK L BENNARDO, RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. .* ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKOIGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 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 #9888 s MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.buldingcodeonline.com NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74 Avenue Medley, FL 33166 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 where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 580 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series 580 Alum. Single.Hung Window. (N.I.) ", sheets 1 through 5 of 5, dated 10/10/96 with revision E dated 10/22/07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, 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: None 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 djstributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0910.04 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, P.E. NOA No. 07- 1029.08 Expiration Date: November 14, 2012 Approval Date: December 6, 2007 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections.. 2. Drawing No W96 -38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung Window (N.I.) ", dated 10/10/96 with revision E dated 10/22/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air 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 ASTM 588, TAS 202 -94 along with marked -up drawings and installation diagram of a Series 580 Eyebrow Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air 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 ASTM 588, TAS 202 -94 along with marked -up drawings and installation diagram of a Series 580 Radius Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Air 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 AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02 0507.06) 4. Test reports on: 1) Air 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 AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3861, dated 08 /07/03, signed . • _ ; - ed by Joseph Chan, P.E. (Submitted under NOA #02- 0507.06) E -1 Manuel Per Product Control NOA No. 07- 1029.08 Expiration Date: November 14, 2012 Approval Date: December 6, 2007 AWP, LLC u • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated October 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03 - 0910.04, issued to Yale Ogron Manufacturing Co., Inc. for their Series "580" Aluminum Single Hung Window and Dual Action Window, approved on 12/18/03 and expiring on 11/14/07. E -2 'L.G Manuel Pe Product Control 'Mr.. er NOA No. 07-1029.08 Expiration Date: November 14, 2012 Approval Date: December 6, 2007 Miami Dade Aluminum Supply & Shutters 1615 west 31 place Hialea Ph: ( Fax: Building Official We are the Dade County Notice of Acceptance Holder for the ASSA/Residential Bertha Accordion Shutter, under number: 07.0402.06 This letter authorizes to use our ASSA/Residential Accordion Shutter, approved under number: 07.0402.06 To be used at the following jobs: Sincerely, M. Delgado, president Miami Dade Aluminum Supply permit documents. •• ••• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • ACC ODUCT APPROVAL AUTHORIZATION FORM/ .. • • • • • • • This form must accompany the application for building pertnit and'shaldbaadme part of the • ••* • • • ••• The authorized signature must bear the raised cor seal of tie com ady holding the Dade • • • • • • • County Notice of Acceptance. • • • • • • • • • • • • • • • ••• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Miami Dade Aluminum Supply, Inc. 1615 West 31" Place Hialeah, Florida 33012 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.miamidade.Qov 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 where allowed by the Authority Having Jurisdiction (AI -IJ). _ 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 A.H.1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such - product or material within their jurisdiction.' BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building_code. • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Residential Bertha" Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -307, titled "ASSA/ Residential Bertha Accordion Shutter", sheets 1 through 10 of 10, and sheet IA of 10, prepared by Tilteco, Inc., dated 09/29/2005, last revision #1 dated 09/29 /2005 signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Renewal 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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_affectingthe performance ofthis product. . TERMINATION ofthis 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 tho.Building 6)ffisial. This NOA renews NOA # 05- 1220.12 and consists of this page L, evideneasulxnrtte iage! E -1, E -2, & E -3 as well as approval document mentioned above. • .. ... .. • • • •. The submitted documentation was reviewed by Heimy A. Mahar, P.E., M.S. NOA No 07- 0402.06 • 4, €Expir ion bate: 04/13/2012 /2:4,V21 .7 .•. '.• Appjre.al Dtte: 05/24 /2007 Page l • .. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• • •. • • • 0 • • MATERIAL CERTIFICATIONS _ 1. See Association's generic approval under 98 -0103. E. STATEMENTS _ 1. Release letter issued by the American Shutter Systems Association, Inc., dated January 28, 1999, certifying this product to meet the criteria of product tested and approved and allowing Miami Dade Aluminum Supply, Inc. to use the test results :approved - under Miami -Dade County Approval No. 98 -0103, signed by Mr. John J. Cooper. 2 Acknowledgment letter by Miami Dade Aluminum Supply, Inc., dated February 4, 1999 signed by Mr. Juan M Delgado. 3. Letter by Tilteco Inc., dated January 29, 1999, certifying that the drawing (No. 99 -22) prepared for Miami Dade Aluminum Supply, Inc., signed and sealed by Mr Walter A. Tillit, Jr., P.E., is engineering,wise identical to ASSA'sgeneric drawing (No. 98 -209). 4. Acceptance Letter issued to Mr. Juan M Delgado on March 23, 1999 and returned signed by Mr. Juan M Delgado on March 31; 1999, who confirmed to issue the ° - proposed Notice of Acceptance as presented and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0404.01 A. DRAWINGS 1. None. Miami Dade Aluminum Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99-0212.02 A. DRAWINGS 1. Drawing No. 99 -22, prepared by Tilteco Inc., titled "ASSA / Residential Bertha Accordion Shutter", dated January 29, 1999, sheets 1 through 10 of 10, signed and sealed by Walter A. Tillit, Jr., P.E. on January 29, 1999. B. TESTS 1. See Association's generic approval under 98 -0103. C. CALCULATIONS 1. See Association's generic approval under 98 - 0103. B. TESTS 1. None. C. CALCULATIONS 1. None. E - I • • i • •• ••• •• � Maker, P.E.,M.S. Product Control Examiner • • • • • • NpA &pi- 0402.06 • ra tiap Late 04/13/2012 • • • • • A4g►rovi1 Qatq .05/24/2007 • • •.. • • • ••• • • • • ... • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. •. • • • 00 .• •00 • • • 000 • • Miami Dade Aluminum Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter by Miami Dade Aluminum Supply, Inc., dated April 01, 2002, signed by Mr. Juan M Delgado, stating that the product has not changed. 2. Acceptance Letter issued to Mr. Juan M Delgado on April 16, 2002 and returned signed by Mr. Juan M. Delgado on April 29, 2002, who confirmed to issue the - proposed Notice of Acceptance as presented and reviewed _ 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #05- 1220.12 A. DRAWINGS 1. Drawing No. 05 -307, titled "ASSA/ Residential Bertha Accordion Shutter", sheets 1 through 10 of 10, and sheet IA of 10, prepared by Tiltew, Inc., dated 09/29/2005,_ _ last revision #1 dated 09/29/2005 signed and sealed by Waller A. Tillit Jr., P.E. TESTS 1. None. See Association's generic approval under 05 -0167. C. CALCULATIONS I. None. See Association's generic approval under 05 -0167. D. QUALITY ASSURANCE - - I. By Miami -Dade County Building Code Compliance Office: E. - MATERIAL CERTIFICATIONS - 1. _None. See Association's generic approval under 05 -0167. F. STATEMENTS L Letter by Tilteco Inc., dated September 29, 2005, certifying that the drawing (No. 05- 307) prepared for Miami Dade Aluminum Supply, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 05 -124). •• ••. • • • • • 0• • • • • .• • • • • • • ▪ • • 46 11 yM.•Makar, P.E., M.S. Product Control Examiner • • •. • • rFO4 No 07 -0402.06 ,Ejpira f of Dale: 04/13/2012 . • • • • • • 4pprgvaa Dal �: 05/24/2007 E - 2 • • 46 00 • • 000 • • • • 0 10 • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• 00 • • • •• • 0146 • • • 000 • • Miami Dade Aluminum Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. See Association's generic approval under 05 -0167. C. CALCULATIONS 1. None. See Association's generic approval under 05 -0167. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. . MATERIAL CERTIFICATIONS 1. None. See Association's generic approval under 05 -0167: - STATEMENTS 1. Letter by Tilteco Inc., dated May 02, 2007, certifying that Tilteco, Inc. is still the engineer of record for this product and manufacturer's name, and continues to be in the engineering business. .. •.• • . • • . .. • • ▪ • - • ▪ . . • • • � . /A • • • • • • • • • • • E - • • • • • • • • . •. • • • • • • • • • • • • • • ••• • • • • • • • • • .. • • • • • ••• • • • ••• • pay A Makar, P.E., M.S. Product Control Examiner • • • • NPANo 07- 0402.% • • xpil:at=on mate: 04/13/2012 • • • •.. •. • . A'p�rof al 'hie: 0524/2007 • GENERAL NOTES: 1. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS SEEN VERlF7ED FOR CODE COMPLIANCE IN ACCORDANCE WITH TIRE 2004 EDITION OF THE FLORIDA 91A1.12ING CODE ,RESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE 480VE MENTIONED COOS IN ORDER TO VERIFY MAT COMPONENTS AND ANCHORS ON THIS P.A.O. AS TESTED .WERE NOT OVER STRESSED, A 3311 INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS L!!DI USED IN THEIR ANALYSIS. A DURATION FACTOR C0•1.80 WAS USED FOR VERIFICATION or FASTENERS IN WOOD. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATICUE RESISTANCE 445 ergs VERIFIED IN ACCORDANCE WITH SECTION 1608.1.4 OF DIE ABOVE MENTIONED CODE AS PER AIL REPORT d 0902.07 -98 AND 0701.01 -05. PER TAS -207, TAS -202, AND TAS -20J PROTOCOLS & STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE AW 10 x 3 ; 410 -HT ANN/MUM SERIES W/ 135.0 kel YIELD POINT dk 180 kat TENSILE STREWTH. SCREWS SHALL BE 0047E0 14771i ALAN 5000 SERIES PLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507 WEST C PA, 19381, J. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -18 ALLOY, 4. ALL SCREWS TO BE STAINLESS STEEL J04 OR 316 SERIES W/ 50 *FT YIELD STREWN AND 90 kat TENSILE 37REN0771 OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WAH ALUMINUM *MOREL. & BOLTS TD SE 204 -14 ALUMINUM ALLOY 04LVAN12ED OR STAINLESS STEEL WITH 35 kal 'MIN /MUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS. (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4 "0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILOEX. — 1�/� "I 7AA41C N41UN ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS INC. 1/4 — "0 x 7/8" CALK—IN AS MMN7FACTUREO BY EWERS FASTENER% A M/MMUM EMBEDMENT OF TAPCON ANCHORS AND 7AAMC NAILIN INTO POURED CONCRETE IS / J /4° A2) 1 /4 "0 x 7/8" CALK —AV ANCHORS SHALL BE ENTIRELY EM9ED0E0 11170 774E POURED 'CONCRETE NO EMBEDMENT INTO STUCCO SHALL LIE PENA77ED. 1/4" 4 -20 SCREWS USED SHALL 8E 1 J/2" LONG MIN/MLRA SHOUL0 578/000 EX15T. A3) IN CASE 771AT PRECAST 5RONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE E08TUN0 WALL OR FL005. ANCHORS SHALL BE L0148 ENVOI 70 REACH THE MAIN STRUCTURE 8EH4ND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 & A2 ABOVE (8) 70 89376YC CONCRETE BLOCK WALL: — 1/4 "0 TAPC 4SMGRS AS MANUFACTURED BY 1. %W. BUILDER. — I /4 "af � AS MANUFACTURED POW5R5 FASTENERS INC. , • 7.1,0 x /1; —lN AS M4NUFAQ7 4E0 BY POWERS FASTENERS INC. • • • • .57) MINIMUM EMBEDMENT Or TAP A :HORS, AND ZAMAC TOWN ANCHORS INTO THE CQNCRE76 BLOCK UNIT SHALL es / 1/4 " . • • • • x 1.2) 1/4 "0 7 /8 "t'ALK —IN C RS L or ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT • 7NT0 STUCCO SHALL BE P • ►j �f 0 g • 20 SCREWS USED SHALL • BE 1 1/2" LDN7 MINIMUM STUCCO MST. • • s• • fle IN CASE THAT PRECAST STUN DA &RECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENSUC1 TD REACH THEAMAJN■S7RIK7URE DEMO SUCH PANELS ANCHORAGE SHALL BE 7 1/4" MINIMUM FOR • • • • *MCHORS MLIMONI8'7R AN, A• 7•/0/ •P07A ANCHORS MENTIONED IN 8.2.). • s • ANCy0R QE moue IOCL'0VgN0 ALL Or THE RECOMMENDATIONS ANO SPECIFICATIONS OF 7715 ANCHORS • UFACTIUR i••• •••• • s • g.• THIS AE37DEELTIAL ACCORDION SN{j @ SYSTEM 1 PATENT EASTERN Tie APPROVAL COVERED U.S. PATENT • : • • 1 • R S444Late7?I? larPONSEIRY CONTRACTOR TO VERIFY /NE SOLWDNE55 CF 7HE STRUCTURE WHERE SHUTTER a IS TO BE ATTAQ ti 87 INSURE NeOPE7i ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE 'BLOCK OR • WOOD FRAME BUILDINGS. • • • • • a • •• 0. EACH MB W I B EAR A PEW LABEL IN A VISIBLE PLAN WITH A . WARNING NOTE 7NS7RUC77N0 THE TENANT 011 NOME OWNER DDT ALL•LGCKWG PINS, AS WELL AS BOTH LOCKERS MUST 8E PROPERLY 7N5TALLEO & BOLTED DURING PERIODS OF HURRICANE HAWN* 11. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON 714E EXPOSED SURFACE OF 714r FIDAALE LOCK SLAT ONE LABEL N�AL ) PLACED FOR EVERY OPEMNO, LABEL SHALL READ AS FOLLOWS: CFA ALUMINUM SUPPLY INC MIAMI —DADS COUNTY PRODUCT CONTROL APPROVED. I2. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARE, BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR .4 SITE SPECIFIC PRQ/ECT,• 1,e, WHERE 774E SITE 00957770NS DEVIATE FR074 1745 940. (b) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION, INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT 0EVIA7E PAM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTiON,S4FETY AT SITE IS 774E CONTRACTORS RESPON5/8/LRY. (e) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALIDS MODIFIED. fill SITE SPEC140 PROJECTS SHALL BE PREPARED BY A FLORIN REWIRED ENGINEER OR ARCHITECT WHICH WELL BECOME THE EN0/NE'ER OF RECORD ({E:0.9) FOR IRE PROJECT AND WHO VAL 8E AESPONS78LE FOR THE PROPER U55 OF THE PAD, ENGINEER OF RECORD, ACTING .S DELEGATED ENGINEER TO THE PAO. ENGINEER. SHALL SUBMIT 70 THIS Lew; THE SITE SPEC /710 DRAWINGS FOR RrVIEW. (e) THIS PAD. SHALL BeAR 771E 047E 4/0 ORIORLAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED DEC 1 8 2005 E C ° INC. \ 759*@ • $NOa7C60/Na COMPANY a7.1n . .mk y0( 727- 00X779 77AP/AA 1 / 441 “Osticr 1112435 so e die MAL Bea S / J S1.Gtem PR00UCT REV446D a semPMa4 whit gm Florida 80/W40/µ Cads Aparpraecr Espiratiou Date _ L7 L5 � OO7 misigedr- 07stff� PAC, !High Velocity Hurricane Zone) ASSN / RES08m744 BERTHA ACCORDION 51407701 $U8/ DE AilliNDAI 7 /,�gyy 117 78 , 004.4.w 0/0004 en DAM 05-307 StoniVAT No 1•t --:.r "r•�Gi Z11101111 We= 4 07 10 • • ••• • MUM MT a & WS •••• ON SNEdw i) • ..WALL MOUNTING INSTALLATION FECT10lt j • sax: 4/9' ••• •• ••• OS•• • 7 /r6 ♦ • • • NYLON • • •••• • • • :11,422/4* £MS O 9' a •••• •••• • • •••• •••• F MOWS L OW N B • O S/ / SHUT 6 & ON No LOW ° ety O N S B • NOfE 7 O (ryp MP OU SMUT f) gy/ERtoR) pow' s& &a.s w/ r / trArIA0 WON Tjp 0 ROUSSD CON•l810 \ 8077011 TTOM OMSAVO) • OR Ma= BLOCK COMMIS ANCHORS 110W && AMA W/ 7/1e WON WHIM MO BOIrOM) O /V •EA VAS 0 906 12 ff 4 ired/0.' Cate ( - -110 A401 POURED ClCRETE -•' 1, aEO,•PrD 1 ' -! U•-- WLR-01 ANCHORS I EDGE CO SLAB 01(42-00 MOWS / ea 001E ON ' , �' REMOVABLE FLOOR _MOUNTING! .11JSTALLA — SEC77QN B2 SCgLe VS" r * ALYGAAa4 LLY TO t• >r ' mar W/ ARGWR ORAL MU Are 7O 007AL 00LY - -9! ATWJ COYEIT NOM 7 RR! NYLON CAPS WALL MOUNTING 'A L I A 4 T 7O N SECTION aj SCALE: J/a• ® r° 6 D. ►{pGg' on OTI ' War 6 k OR or 70) 1070 FOR 002021060 Or 9EO7CR{ t TosurSIWAR UEC 1 3 2005 / ILEC0 71U17 1120010 tr Wit..'°, W.Vi °r' yiT"« r Puna (./t w e CEILING & FLOOR MOUNT. 1NSTALLAT, - SECTION 5 SCALE. 3/9' . r B'ROOSAT REOLSED es 00 t4143 4 PO.1tD Olt War* BaidinCede 1 07. :" ZL9•!Z F.B.C. (High Velocity Hurricane Zone) ASSA / RES/OENRAL BMA ACCORDION SNW ER DRAIN 1,6 7747 NN Ayr AWN MAU NC 7 8 ty. dICONCF42N rs 0X9M4M4 im=7 N=1211111111 INE: '.r7vcl. IBUSItMIEN0t1110111 2/29/00 05 -J07 o946620 Ro 8117 2 o9 to • • . • • . • • •• • • • • •• • •• • • •• • •••• • •••• •••• • •••• • •••• • •••• • • yrr -dos£ L 1- -•Atd• J SILL ADAPTER Scow a/e°. 1• ORR SR NOM MOM • ® ( LOCKING PIN . • sot& vs" • t • © MALE LOCK scar SCALD J/8" . N • • •• • •.71. -s— Reto• REGULAR WALL HEADERS WALL HEADERS Novo +sp SCAM J/6 . 1" •• �IPq .• •• ••.• ••••• • • • •t ftr --•1 • •••• — sops .._ taus' __•. MAO' ikv. I.ag7 arm ALTERNATE ® FEMALE LOCK SLAT sow J/a* . 1 .ltd' .Jar RA' L- 1 '' T ® BOTTOM BWL)' —our SCALE: J/e' . 1 ® ALTERNATE LOCKING PIN y1:4LE' J /8 • 1 • COMPONENTS nett• I-- PAo' REGULAR 0 FEMALE END su r SOUP J/e • 1' . Q LOCKER SCALD J/e" . 1 Q MALE LOCK SLAT SCALE J /e" • 1' (0 MONO HEADER SOO 4/8' : 1' - l.odo FRONT aEitAl7 $ OEC 13 2005 ® STARTER STRIP Sa44E J/8" • 1 • Q FEMALE LOCK SLAT woes scale J/e•. 1• PRoDucr MIND „ coorplytis Om PLC. asides Amputee., No0 - 2 •r- EsyApu{•R Date* :7lksii oo•1 IL E C 0 ma. Tt?oINO • sflawtsliNo MOON? to RF1.Mh> ial PA MOM uw le i i A 0 RESIDENTIAL BLADE SGW COVERED UNDER US wan / 8438178 G FEMALE RESIDENTIAL BLADE SCALE J/8' • r L T;: i:L amd' REGULAR ALTERNATE . CO SILL sour J/6• . 1 • wit die� Ph•k6e We ft • e, - o •02.06 r tha Nate :Y�7 /k to; Z b L r,mo• •∎• 7+"". ® LOCK CLIP as 4' LONG SCALE J/e" . 1" aaoo• w.. 0 ALUMINUM ANGLE SCALD J/8• • 1 F, Q. C. (High Velocity Hurricane Zone) ASSN / RESIDENTIAL BERINA ACDCLIN ION SFR/TTER e•Uep •f: Av. MAW DADS ALUM) NLW RIPPLY, NC eh,u4 31 Arc taoloola T3 ee 1 /7:=311111G.iI iI:7f1111111 m RAM 03 -307 pg8de7 Me JNRr lA OF 70 REWIRED 1 •• • • • • •••• • • • • s : • • • • • • • POtl11E0 COWS* • WP IrM*7E BLOCK • 1 • • • • ••e••• •• •• •• • • •i• • ••• • • • • • • •••• ••1 • ••• • • • •••• • • • • •••• • •• • • • • • • • • • • • • k —� MOM' FOR I •ro Y /I04/e' SY.& OR .00'4 Alum. POP M TS•71' K roP I ra9KNER5 1 WREirsormer SHEET 1) 8' A Aro o 1/4 58 +J /e' PAN NE70 PROS 80U8 W/ 80 ao : NUT • tr SS ANCHORS 504'0! �ON 08 SPWET • 1) • •_ • sECTIOJy M SCALE : J/6" a 1' #te.r as 5148 w/ 7 /tereeS/8' LORE NYLON FILISNING rnR Top, eJ7 IOW SS SUS W/ 7/18'447/8' ronor WAN 811700881 Ef RON 777041. 0N70 0R) /I075/e' SIBS OR 4/181 Hum. POP WETS • 11' 0.0 1 /4'W -zo 5& rJ /t° PAN NE40 MOWN 8o178 W/ miff 0 11. 0.0 • ••Witl i k MOUNTING INSTALLATION (BUILD —OUT) TYPLCAL ELEVATION N. r. s. • l 0.. 0447AN0E 57:700411.1 ON ) *OK 408 008881.417 44 OA' 80077088 �£ WAY S INSTA /TL Eco.N..\ war manila • £WG4NZ1MNO 804 0RY "iatalrmitet MOM amt t1EC i ZQO wow 444 miff Jr., P. & 748701 718. l ale? SEE rows or !00X8 ON SHEET 4 • 5 OP 70 tieseecreotorele ee•pitea with the Roble Rebate Ck 1 PRODUCT REVISED campfydeg*Rh the Retitle S shIfttg Ca47 AcecTASrose EsplrMgea Pate •..�! /ii.0 .. F.B.C. (Hlgh Velocity Hurricane Zone) ASSA / RE310EN1W BERTHA ACCORDION SHUTTER m.w WE ALUMINUM SUPPLY, INC (4175471 II7J Iwp, a 7111 N 817 V, 4/29Im 05 — J07 e ee mar 1 worm MAW No F au •-P7 i a • tat _L _ T S+•17 J or 10 • • • • • • • coNeRETE *CROAT NOM ? OH -1. 111111/4:.-11111 1111111111110111�. . 4 POURED MOW OR CORME BLOCK Wu. PkP7ri/e aR RROiRROO ALLARN (8W3 - A1.A1.1.00 0 7 POIAMO COAGP6i6 31 AFAR >« r �,{' - 4).. a N_ //' 9.46. ON SHUT 0 `�Q�I ( N ����- � �► �wIN - ®era 3/I8'0 Nun #14 3 /A' SAS o POP 07E7S OR ••• • •• • to ••• i • (PEVIO) • • • • • • REAR • • • Y7rP7rt /8' OR • Orr - uo80 • • 40.11i101 1Ver • • 008343 •••• • • •••• ORroAO) e 00R© LOOKING RN t Aim. Ow 18 awn (Sau - wn •• OR Malmo 11 7r1/8' Coat Nam AROL6 (8083 -18 ALLOY) J /10'0 Alum. PoP RAE113 OR e'r44/0 SU,S 0 8 04 (rypl CASE Z SECTION F SCALE: J/8 0,) OR Memo ' SECTION D ,SCALE. J /8' - 1• A 0 • LA'Pi S S O d608ERRfl ore'. O PROW OR REAR (t)# 1/8' 08 SRAM MOO AELOV t'ASE J/ b•• A4aru POP RAM OR 17123 /4 SRS 0r'04. (�',� 08 14.1/0' SIRS ()*) R 1 P0 0� . Afran. 2"2'X1/8' x 861' 576 mum vox (2 REOUtR60) (6083 -18 A1)0Y) 1086 07 STAB LO LOMA:PoWHi Far . t/{ 8 PDX? SECTIONS D. .P & E •• • SCALE: J /8' - I" • V ,/ I 3 43 1 4 REAR * ir 0 0R O 'SECTION D' : ONE SIDED SHUTTER END CONNECT QN DETAIL SCALE J/8' r ° r ,. 0 <� 1..04 itWre 12. BY , ACA 00 4076 7 OR SHES7 1) O CR Merolla) Clt _AIO eapt ANOIX ISOMETRIC [ / IL E C O e. \ r aj' TOP >YU71 783 0 • 6N86413860 =way (CORNER POST) & TTOM SfABSJ ,� A! ,- ini °' r ' i"sf 6071308 faM A 10 1011 067438 0088 08 • 103 gl or mar CIA LOLYY tor is ,'tT Y4SLCs pip Ti tetz, small 14 ov=s Era Pir � i A> w.AR or ,' '7-20 • WOLOCKINO P 080 (E4r000) BY Ohtdan COOGRE7E OR RPatXR6p�' 1 I/P'XI I/II OR 27Q2' 08 err CA 0A re AIRRAt4 Alen. /141/0' 68.5 OR 3/16 0 Arm. POP 88673 O 8 04 PRODUCT REVISZD es comp C lylag FIB do Reda Onitible AXecpleact No Es Ph 1*o, pals •.!"l /icl4 o 7 J1.Iw ASSA / RESIDENTIAL GERM ACCORDION SKATER F.B.C. H+ <h Velocit Hurricane Zone) PROM 9R 9/061aa a re 05 -307 00woo Ro 18437 4 07 '0 • • ••� • • ••a••• • • =par ANCHORS DLAss-1- . T Og© NOM 7 � t\ o �\ ©o 0 � �� •� 7PEILP 0 o Q ■■►r■■_�_ _a ,_ ®ter- __►r■�■� fit. 1111111111111111111111r:;7/riP4/911rVAIMIo ®'rih► -'Ei 0 *a ** • •. • •• 1 • ••1 • • •• 4 • ... ••• • ••• ••• MUM molar oR CONTINUE ROOT WALL REMISED .71s210/5 OR MIAOW* r Are (ems ALLOY) 3/76 NE /14xV4 SMs • e' oD. (ryPJ • • •••• •••• • • • ••• NYLON SCREW HEW •••� t • • • • • • 7.7'xr/e• oft rrzosoo •• J AMBE •• • • (60e3 -15 • ..• W 11071, Ca* Nen NOW (Foes -T6 ALLO» OOR • •a ) oriw) • • • • • • • REOR 110"01/8 Cant Alum. AIRRE (808) -r8 mum J/re•r AL.. POP RN= OR #l40 /e• &M.. 0 O' as (Op.) t SECTION . E.' J /8° SCALE: m 7' NYLON SCREW r Alan ;mart ow ) oRID . Mom* Roar SECTION D SsALE• a /e° , GASH rtei lle0 Num. EWE OR g A 44 /4• sms bi ttareO pov (ClyypF, ED08 0r AfA7lb' ISOMETRIC I AT TOP (CORNER POST) eI §OTTOM 77.711/e• 0R 1170 Num. 7Y7we 1 M O W 0 t Alan MOLE (7 REOLIONIO (8067 -78 ALLOY) .71r 0 NOLE 1.0 PN.. POURED CONCRETE / OR CONCRETE BLOCK MU IMMO ANCHORS •8'0.R( NOTE 7 ON SKEET I) Arsoptium No - CONCRETE ANCNORS 8 0 O smar 0 0 I■ 0 fl *aOR© NYLON ff&ID OR® (pEYCN7) MONT ONE SIDED SHUTTPA END CONNECTION DETAIL SCALE: 3/8' a 7• Mawr Retawito wit* **MAIN • 06 NOTES ON LOCKS ; A .E LOCH OETAILS SHOWN ON nos * LOOfEP !il SYMUL ALWAYS OE OSEV MOR ANY SPAN AND INSTAUArv� AY .47W ELEIOAON. LOCKER I i !/AY B AN O. OR SIUTSIDE LOOKER IF A �TW rI� IT/4 s - x y 1 ems M SEE •AUATION DETAIL ON ** FOR I j *a ELEVAT�V � Of ( ' p a8610INs AND IN acomoti KW PIPPO= A OL1WREO =A OF WED WWI 0 �40101• ARAfIDN TO *ASS STALL ALSO 8E WNW FROM r74E TIP OF 51 * T LOOK OR FROM THE 01707 MOTE* COMPONENTS DD CILEV R IS MO SNOW ON I SERIES 8444 AWMIAWI_ 60P4 -TJ AUO) LARGE FLWOE OM Par NU7SLAf *877 08777 AS MANUFAC7NRED 86 AWL CHERRY 7EKrbRAL PA NEW JERSEY 07054 OR ISOLVI. r ws. awn RMOTt ( ) OR yyV ** POURED pNO OR HOCK PONNTIV L a o 4 "- 67 � S1 1/1' OR 7'07 0R 7W OR H' OR r e' x7 /a Num. Ig) * • REAR • • • .� • n. • •• * % • ••• •• .•• • • • • OR ** OR ** moor 1. fL ECO�N•.\ TELLY T857Wp • 174•0000170 001APANY 68- 0000779 1•L a. A TRN' N P. e ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER 1. .74Z0.111•111•1:1111•1111 1s Neel Uo• ro■ MAN 0.401' AL ( UMIN U SUPPLY. INC 8f8 777 ■.., 7 n aam.w, 7 r ° . v, ata 1114.T on 1 % Nan POP • O. / 007 F,B.C. (High Velocity Hurricane Zone) 87' 9/88/05 47? 04I< 05 - 307 ORONO w ow 5 07 TO 0010 le O INa8t441 8F5fNA S•et1 t' O1J 5N 4 1 N • 40.0 840 - 0-4' J 7/e' 424 r 874 4'-.r _ J or ,1'•0' r 5AO 8'-5• J 44' J 7411' J • 588 or 3 4 , J 09.0 r -Y 3 3/8' 420 ,N 07.a ?'Tr 3,3/5• r0'-7' r IMO r-2' 3 3/8' J 7/8' r • 1024 r -s• 3 44' r J' 4040 0' -70' r . 4/8' . J• 1 07.5 8'4` J 4/8' r .. 5� 7' J' 140.0 8• -7' 3 J 1' • J 7 /a'• r 1138 - ; 5t3' 3 We , r 4454 8;75• J 44' ' 3 1474 8' -2' , J 3/8 • 64169 • • 64T 4'• 1200 '8' -0' J 3/8' J 4235 r -rt• 3 3/8' r 1220 . 3'4' J 3/5' r i274, ' - 4.0' J 4/8' r IJAO 8'-8' J 3/8' J• 4364 ' 30-5' J J/8' r 4.120 ,7'..4. 33/8' r 4378 , 3' -r J vs. J• 16101021 o DL � 8f NCR 4 IWYOORO SWYH 1/46 71; We (04.) • 40.0 /2' -1' J 7/0'. J• 424 tt' -ir .7 7/0' r 440 ,1'•0' J 7/4• J' 475 it -• J 7411' J• 80.0 II'-8 J 7/8' r 524 11'. N 3 7/8' r 420 70 -r0' J 7/0' r 17.9 r0'-7' J 7/8' r 00.0 70'.8' J 7/8' J 653 ••••r0• -8' 37/0' r 085' • oft • IF_0' • 5•7•'.. 3' 074 5' •10' • •0 74• r 7114 •• r .. 5� 7' - 3 7/r J• 784 • 5.3' • J 7 /a'• - r no 1 r .. ZJ/r r 7 .2 r -a' J 7 r moss r-0. 0'-0• •. 1 60' J' 824• • 64169 • • 64T 4'• r 4•4707 14 � Z• " imam/ SRPArousew ra Doss NJ • « 440.0 9 -8• J J/0' J• rah 8 -1' J 44 J• 1440 9' -0' , J 34' J 4473 4' -4I' 344' r 700.0 4' -407 J 44' 3' 438.5 4'-b' 324' r 1814 4'-8' J J/8' r 4574 4'-7• 3 24' r 1460 1.8' J 44' J• 1881 4.e' 3 3/8' r 4010 1-4' J J/8` r 4070 ' 4'-4', J J/' 3' 1024 ! 4'-J' 3 J/8' ' J• 1738. 4' -2' 3 44' r I78.0 4.1' 3 3/5' 3' 4005 P -6 3 44` 3` 4614 4'40' 3 44• r • •••• • • ••• 5 I 6••• • 0••• ••• •••• • • • •••• •••• • • •••• • ••• • • • • • • • •••• • • •• • • •• • • • • • MAXIMUM DESIGN PRESSURE RATING ')W (n.s.f.) AND CORRESPONDING MAXIMUM SPAN • L" SCNEDU(L (VALID FOR SEC770N5 A, ,41 & C ON SHEET 2 & 3 OF, 10). N07E, DESIGN PRESSURE RAMWO CORRESPONDS ONLY 7O srcAwr PRESSURE (swum) LOAa, AY ACCORDANCE 17RM ASCE 7 -08 C011E1114 FUR 4 504824 OPENING FF NO2477VE PRESSURE VALUES CONP,Y 4931 WE REQUIRED PRESSURE FOR NE OPENING, THr Posrave PRESSURE 411 AUTOALVIC4LY own' ANC NEED ROT TO 8E GFE•CNE'D. 30 otca 400 ' 615' • /R69kW M!-0•+a5, 8PA6L4"py'6`, « roll mows 41535480 68 ' .8017156 OA MINA Ar 8071011 OP 173333 NS. 1S 20 IL EC0INe. 7060 mamma • 1004174470 COMPA6Y " 18-0000715 mop 07. # 4470r TABLE 1; 1050434 5805441156 8716016 00452 MVO 914//700 4150 A 45026 06457277 5446 1.' ma mamma noun 511746 are r x'-o• NOW Mar OP WON mom 40,4164470 040' ! 1bN a 624005450 AS 0504720 ON 8801114 A 544447 4 OF 46 1703116 SPAN 1• (40) 08.04 OR MX 17446 8'-0' 0d'-O' 70 10 46/81844 SLM14.417ON .7 J/8 J7 ' F.B.C. (High Velocity Hurricane Zone) ASV / RES10ENTUL 823765 ACCORDION SHUTTER NUS 1140E ALUMINUM SUPPLY, NC 1 4956 t /IV 414 4 4 04144444•4 . 16.. fJ 4640 -DO 1 4012 a r 051414 01} 0//28/85 604 05 1344494 6e 541417 0 or 70 WNW OfratO '1V7'' (( 5.0 YI21N6W 0/1/M77 - SPAN r (2) -- WNW 3117414 f0 47.45 Qti) • p « t3'-0 , e' -rt 3 7/0" 424 r 913 , 5' -9' 3 7/0" 11' -0' a' 80:0 M-e' 3 7/0' S 7/0' 3' 02.0 . 'd' 3 7/4' r J" 050 0' -I - 3 74Y 050 a' 973 roe J J/ RE -70' J' 1010 7'-0' ' 3 34' 3 74' 3 7403 7'-0" 3 3/3' r 3' 705.0 7 J 3/8 674 . A 3' 7514 7' -I• 3 J/0' 5-10' J' 1100 0' -1 l' 3 3/0' • J 7 /1; J' 7124 . -r0 3 349' r r 1134 0'-0" - 3 34' 609 • 0'-2' 3' 77E3 0'-0' 3 4/8' , r 100 6'-6' 3 3/e' 3' 3 O4' r 1073 4'.7' f250 o' -r J J16' • 3' 1274 8' -0' J J/0' J' 7350 a' -t I' , 3 4/0' • J" 7303 5'-0 3 3/8" r r 7330 0'-6" 3 3 J .VO' 3 ' 1373 0 3 331' a' UMW army Low 1 (p6R) STA78IA1 SIENSIR N'7. 44 14110# TO ' 592 (I • p K0 t3'-0 3 74' r 424 N' - ll• 3 7/r - r 470 11' -0' .7 7/U' r 474 tr -r S 7/0' r 303 71'-1' J 7/0' r Oise 71'.1' 3 7 /8' J' 050 71' -? J 7/0' .1' 574 RE -70' 3 7/0' 3' 500 70 -7' 3 74' J' US . . • o t(E-4' 17/5' r NO A' - 2' J 7/0' r 674 . A .. 10, -0, : .1% r 703 5-10' • 3 7/411 1' m y :.ir w /k- • J 7 /1; r 750 0-6' • • 3 7/6 r 574 • 0'-4 •••+,PAL a' 609 • 0'-2' ••3 - r w ■ ∎ B,,,Q. r - a t Air r 41114441 OLVION LOA 07.54 i �tStEPRAI Af M* SEPARATION To maASB • 7450 S-$' . .1 J/' 3' 140.5 6'-4' 3 4/0' r 141.0 r-3 3.1/0' r 747.E r.4" ■ J 44' r 7050 0' -T' • 3 3/9' r 1404 0'-0' 3 4 J' 1350 4' -11 J J/0" J' 1173 4' -IR' 3 J/9' - J' 7050 4• -0• 3 34' r 7023 4'9" 3 J/' r 1050 4' -0' 3 O4' r 1073 4'.7' J 3/r • r ,*0 4:•• 3 3/0" 3' 1734 -4'-0' J 4• r 1700 4'..4' J .VO' r 1774 - o'-.1' 33/0' r 1050 4'-3' .7 J/0' - 3' • • • •••1 • • •• • • • • • •••I •• • 1 ••1 •• • • • • • •••• • • •••• • •• • • •• • • • •••• • • •••• • • • • • • • • • NOM MAXIMUM DESIGN PRESSURE RATING' "W" (o.a.f) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE, (VAUD FOR SECTION 8 & 81 ON SHEET 2 OF 10). DESIGN PRESSURE RAMO CORRESPONDS ONLY m NE04RYF PRESSURE (SUCTION) WADS, Lv ACCORDANCE MTh ASCE 7 -98 CAR[AA FORA WEN 000090. IF tawny PRESSURE VALUES COMPLY onH THE REQUIRED PRESSURE FOR THE *Pam 711E Posinvt PRESSURE wtu AUTOMATICALLY QUouFr AND NEED NOT r0 8E CREWED. , TIC � ON ELJI�fd& 70R 1 «P OT SWT76R9 0T501,4077 MOW .10' -0 1ElNnav Or =DM 1,051140 .479011141 OA 00.000? /T iFCOIN4=. TBU7 0 0014040r WC 1 3 2005 nO T 4447 TABLE 1; MOM ANCRI 68771EW SUSS NM SWIM P08 .4 ONES SHUTTER SPAN t' 7OR S8R78R8 I14170100 WHOM Ot8 NRS7 J0-0' 40TE OW AT 8 07' > 1 10 EMOTION 4 AS 9 00Ar90 ON 58OTkN a MT 4 Cr 76 SR07T'P SPAY t' (RJ LESS OR MA PLAN e' id'-r 78 740910 UNMOOR 3 3/e' 3 7/0" PRODUCT REVISED m 40p44sgwt14 to Haft AekUag Code AssaplaawNo 00. 0. 2 EResData - °lIY7:.. 0 F.B.C. (High Velocity Hurricane Zone) ASS4 / RjSIOENVTIAL BERTHA ACCORDION SNU2TER ANWI cm AUDIO, Si4 M.Y, INC 75 101 N r , Rd•OAas. A., P 1 Ma (J414414 30934 en 0/00/67 •176 05 -307 No 114XON OESIGN LOW FAC70R WON / TAW 19024 tb WILL 1821,1117010 WSTALLATION AT STOP (70 WALL dOUMTNC WALLOON ' AT (l.4 y , .) r CQU90 & PLOOR Wo1INRNO INSTALLANoN AT ?To COACRB C1 6418 t we P N9P 3 N479 r 6479 P Not J 6078 r 7976 7 44076 3 'MOM 404 7O 82:3 0' . 9' 0' 0' . 9 6 1/2' , 0" e' 4 1/0' 0•' ® 0. 0• s 7/P• 4 74' r 4' 8 t1' iA4y 82.6 TO 79.0 0° •' 8' 9' 0 7/2' 0• 8 t/2' s' 4 7/2" 0• 0' •' e• 4 7/P' 4' 0 6 7/2' 8' 61711 75.1 70 s2.s 9' r 7' 0' 3 7/9' 3 I/4' 6 7/2' 4' - 9' 0' 9" 0 VP' J 1/P' J 7/P' 0' 2 7/2' S 1/3' FROy 92.8 TO Ia00 0' •' - r 4 I/P' 5' 0 - •• 9. - e' 4' 7 r 3 7/2' - FROM 7301 70 180,0 s' - 5' - 4 7/Y 4 I/P• - 4' 4' - 9' • 0' - - - - 5 QV 5 7/2' - ACTUAL 2.D.• EDGE 015TAN9E FAC70R WON / TAW 19024 06.6 3' .88 .78 a 1 /a Jll' .20 $' • .30 - •••• • • • • •••• • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • •••• •• ■••• • • • •••• • • • • •••• • • • • •• •• •••• • • •••zum0 •I •• • TAPOON OR CALK-81 • M•• • N SPACING 1 FGPPW I • • ANCHOR SPICAPf frraa0 (1) Nos ANCHOR 5P00 9W0 P0R SPANS OP 5'-O' 0R LESS. (a) Ma . ANCNON 5900 401(.i FOR SPAN$ w54159 rims s' - 70 9' - (3) Max ANCHOR 51700. VALID 609 SPARS CREA7ER 174471 9' -8,' 70 Mos ALL000. • N 04 - ealOR 29407440 SCHEDULf stab 0070. 0 RN Wow r • 9PAGEb FOR Polsocranozwies 443.949 ARCHON 2940205 417E woo 709 3 1 /2' EMS 045710405 11141090ee FOR E 0: MISS 17WN d _ 1/7 R EE ANCHOR 51140344 87 Aeeg7 Ns 0 . • 4NL70$iTNO CRAMS &4OM7c ON 92NE07RE ar 744E 604401790 - Doe -F 73k Ok .)$. MIENS (O07. B 0. 789 019 -41 IS 5 7/27y,, 77445 OPERATION MALL ONLY BE PER7DR4440 OVEN 990440 pie MOMS 969/175 IN70 A 4441•//4 OF 3' QC. '.. ,/ IL E C O IN8. +� J 17LU7 =me 010040•00 004174441 4 !! Y Mi n n+ tisaV 0a. F. °!V IMi ' ... E0- 44440.770 DEC 1 8 ibb I 11,7w r r e V PRODUCT REVISED so 4 : 00 1WYkS with Wain Code t�p'I•PId• Acecp7mce No 0 S . - 70.1 NswrYaunWe 0o oetL00 F.B.C. (Nigh Velocity Hurricane Zone) •1 .4R ASV / RESIDENTIAL LER1144 ACCORDION SHUTTER MIAMI alas AU.* 'Uu ire INC ��� (41� 9'I I7) I XpLe1V4 1 4* 7 J A rov •a • r N•HRaNO SI r OSAS4Ae ° PAR 05 -307 0040764 No ifatC�:S:Jr Gi.:a =1111/C1•91 9086 B OF r0 • ••• • ••• • • • ••• • •• • •• • • • • • • • • • • • • ••• • ••• ••• ••• • ••• • ••• • ••• ••• ••• • • • •• • ,,�� • •WS'•"• • • • •e • • • • •• •• • • • • •••• • • •••• • • • • • • • •• •• • • •• SINIUMMILl •••• • • •••• • • •• • • • • • t/4 4QQ 800X1 • r EA. r 7(1706740,0 W11010 /r v U 0. f0*. tao, ND,T ,SON EXISTING 'WOOD BUI:WINGS i '' o LOS OR yaw OM 7 1 pa ct.. 0 � u . u twos a. N a WOOD MAME WI OPP`0. IMOD WARMS ro BE WOMEN WALL MOUJITI NG J NS'TU.L4470N — =WON 8 ati s woo HA/t a91V / IL E C O me. \ 79217 16;47790 * eNciettroo ambo & DEC 1 3 2005 �`". nut .0„ a e le. 1 44,07 91 raw Sagili47 & sscrM WALL ANNOMNO =NM CAN 95 COMORO IN ANY WAY M MN ANY varAualom. AIMERNATIVE wisgws • a•sFle1(•a DOWN Bate • A5SA / REWORK eERTtbt ACCORDION SHUTTER 111111E -01171. Li. rtrrrIII•12101•10 0007 0 PRODUCT REVISED as coat* wilii the Rk1{ds Bidding co�o AeceptQueNo T 20• 2 ritla 9991ea Q F.B.C. (High Velocity Hurricane Zone) WAMN A/AE ALUMINUM SUPPLY, INC ACV / t, NAM: taxlw, en 1.9. Wm/at MANN 05 -307 • 40•!Q No q tQ • • • • • • • • • • • • 1 • ••d••• •••• • • • •••• • • • • •• • • • ••• •••• • • •••• • •••• • • •••• • • • INST4LMTI,Q,N DETAILS ON RIMING WOQ BUILDINGS • • • • • • • • • Aka ye. t. •• •• • • •••• • • •••• • • •• • • • • • Fi reman 0$P, as oI COM 6•48 0/firo POP OWN II 51 .B�7I•A B 001.C. I /4. I' , a',,,r •.) 00•a• Atm. WOE I (4 VW/ Ur ZOOM l• PAI 04112* A ID fir BMWS am ohm few r IWSVS 5.19. ar 2/11 • 45 55020173. 0'95 OA • MOM ILL•401) 44 MO a 5*5 v/ 1 t t0a. 1 0 • WOO MUMS Off NOTE WALL/FLOOR /CWN0 *50UNT7NC SEC1SONS CAAr 82 C06(e114EO IN ANY ▪ 10 SUIT ANY INSTALLATIOM AIM Ill Ell WI morl MI all ' . : _ e' ' ams NOW : 5. IfALL/MONS ARE ONLY VAUD FOR rwsr4,1A1rows 89M DM= WM LaSOS LESS OR L'W)AL DON 79 pal. 4NO 9' -O ANL SKIM SPAN 2 P553 No. 2 W/ ass 70 Be SOU0IERN —� fl 111. ECOINC. ram �,,, N a + (.,, a ,�� a7 yy ar p� 71=1.1.490 , ~ANY • g b r an DEC i 3 loos , u „t ass Iry e l /7044' aM.5. sa 4a rte iiir MIN ,/4'4 540 SCOW W/ .a9' r vY taro wawa tow 50570'5* • 1. 96 t( 5S4. .#54' 1L) Ms.* Nu.. WEi t0 eitlr CW 555 tam 5*9 41 t�n0Ai a exma wo5 -MOISM W. WPM • 0- Trp 14111. SK& 55 r 50'444' ) Ox'r r x1055* .C7 fY $j 45000 1/4' . I' rie WOO OM( MOO *LOW/ ASSA / RESIDENTIAL DERMA ACCORDION SHUTTER MOM aADE AINIDMI svaacx Dle �/Lt ••:* 5/�714 gym.. , M1 5 .tTal F.B.C. (High Velocity Hurricane Zone) 000555 9r. *v. 0/29/49 •153 05 -307 03445* No Oaf I0 OT 50 SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS. TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR! NG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 13 5/8" MAX. WINDOW WIDTH 50 1/8" D.L. OPG. (FIXED) is n II 1 II II I I it 53 1/8" 48 1/2" D.L. OPG. 50 11/16" VENT WIDTH / 11 1 II I I 6" MAX. HEAD CORNERS TOP CORNERS OF ARCH TOP WDWS. TO BE SECURED BY SCREWS OR SPOT WELDING TYPICAL ELEVATION TESTED UNITS a 0 J 0 0 a 0 _l 0 INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CA.N. 3538 O WINDOW WIDTH 50 1/8" D.L. OPG. (FIXED) 11- 53 1/8" 13 5/8" MAX. - 44 48 1/2" D.L. OPG. 50 11/16" VENT WIDTH 6" MAX. HEAD CORNERS N m LJ -1 W Z Z 0 MONOLITHIC GLASS NON IMPACT PRODUCT REVISED as *implying, with Ike alegils wan CC..e Aamptgitue ?Ica ream Date Z m O z Q g re a 0 O w `" aW G � O 1 g • C Er Q B o NE E 4 d W 3 LL m • W a 2 N hW- f 3 a 0 0 C 0 y . co a a a 0 ° 0 0 0 O tn 0 -o c 2 O 0 • to Q ID o � 1 } 1— '° I o *r'N I o . Z ? � .2 O J Qam2 c 0 a 0 N 07 v a N 0 0 0 x N 0 tri N C3 W O n O 0; U 0 r = T O O N O W drawing no. W96 -38 sheet 1 of 5 DESIGN LOAD CAPACITY - PSF . WINDOW DIMS. 1/8" ANN. GLASS 3/16" ANN. GLASS 3/16" TEMP. GLASS ANCHORS METHOD 'A' ANCHORS METHOD 'B' ANCHORS METHOD 'A' ANCHORS METHOD 'B' ANCHORS METHOD 'B' WIDTH HEIGHT EXT.( +) 1NT.(-) EXT.( +) 1NT.(-) EXT.( +) 1NT.(-) EXT.( +) 1NT.(-) EXT.( +) 1NT.(-) 19-1/8" 26-1/2" 37" 42" 48" 53-1/8" 26" (3) 60.0 80.0 60.0 80.0 60.0 121.6 60.0 125.0 60.0 210.0 600 80.0 60.0 80.0 60.0 87.4 60.0 125.0 60.0 179.7 54.9 54.9 60.0 80.0 54.9 54.9 60.0 112.9 60.0 112.9 46.6 46.6 60.0 79.3 46.6 46.6 60.0 95.9 60.0 95.9 39.5 39.5 52.7 52.7 39.5 39.5 60.0 81.3 60.0 81.3 34.9 34.9 38.6 38.6 34.9 34.9 60.0 71.9 60.0 71.9 19 -1 /8" 26-1/2" 37" " 42" 48" 53-1/8" 38 -3/8" (4) 60.0 80.0 60.0 80.0 60.0 109.9 60.0 125.0 60.0 210.0 60.0 79.3 60.0 80.0 60.0 79.3 60.0 125.0 60.0 163.1 56.8 56.8 60.0 75.6 56.8 56.8 60.0 116.8 60.0 116.8 50.0 50.0 56.3 56.3 - 50.0 50.0 60.0 102.9 60.0 102.9 37.0 37.0 37.0 37.0 43.8 43.8 60.0 90.1 60.0 90.1 - - - - 39.6 39.6 60.0 81.4 60.0 81.4 19-1/8" 26-1/2 37°x- 42" 48" 53-1/8" 50 -5/8" (4) 60.0 80.0 60.0 80.0 60.0 83.3 60.0 125.0 60.0 171.3 60.1 60.1 60.0 80.0 60.0 60.1 60.0 123.7 60.0 123.7 43.1 43.1 60.0 64.6 43.1 43.1 60.0 88.6 60.0 88.6 - - - - 37.9 37.9 60.0 78.0 60.0 78.0 - - - - 33.2 33.2 60.0 68.3 60.0 68.3 - - - - 30.0 30.0 60.0 61.7 60.0 61.7 19-1/8" 26-1/2" 37" 42" 48" 53-1/8" 59" (5) 60.0 80.0 60.0 80.0 60.0 89.3 60.0 125.0 60.0 183.8 60.0 64.5 60.0 80.0 60.0 64.5 60.0 125.0 60.0 132.6 46.2 46:2 47.9 47.9 46.2 46.2 60.0 95.0 60.0 95.0 - - - - 40.7 40.7 60.0 83.7 60.0 83.7 - - - - 35.6 35.6 60.0 73.2 60.0 73.2 - - - - 32.2 32.2 60.0 64.0 60.0 66.2 19 -1 /8" 26 -1/2" 37" 42" 48" 53-1/8" 63" (6) 60.0 80.0 60.0 80.0 60.0 100.4 60.0 125.0 60.0 206.5 60.0 72.5 60.0 76.7 60.0 72.5 60.0 125.0 60.0 149.0 47.0 47.0 47.0 47.0 51.9 51.9 60.0 97.5 60.0 106.7 - - - - 45.7 45.7 60.0 85.1 60.0 93.1 - - - - 40.0 40.0 60.0 71.9 60.0 75.8 - - - - 36.1 36.1 60.0 62.7 60.0 65.4 19-1/8" 26-1/2" 37" 42" 48" 53 -1/8" 74-1/4 (6) 60.0 74.6 60.0 74.6 60.0 85.2 60.0 125.0 60.0 175.2 60.0 61.5 60.0 64.1 60.0 61.5 60.0 113.4 60.0 126.5 - - - - 44.0 44.0 60.0 82.0 60.0 90.6 - - - - 38.8 38.8 60.0 74.8 60.0 79.8 - - - - 33.9 33.9 60.0 65.5 60.0 69.8 - - - 30.7 30.7 58.0 58.0 60.0 60.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ANCHORS METHOD 'A' 1/4" DIA. ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS 3/16" DIA. ANCHORS AT THIS LOCATION FOR LOWER HALF OF JAMBS i�ur ly n11- = 1/4" DIA. ANCHORS AT THIS LOCATION FOR UPPER & LOWER HALF OF JAMBS ANCHORS METHOD 'B' w 0 z WINDOW WIDTH WINDOW WIDTH APPROVED CONFIGURATIONS SHAPES SHOWN ABOVE OR SIMILAR WINDOW WIDTH WINDOW WIDTH 1/8" ANN. GLASS OR 3/16 ANN. GLASS OR 3/16" TEMP. GLASS GLAZING OPTIONS SILICONE GE SCS 1000 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Engc- DR. HUMAYOUN FAP0Br1 STRUCTURES FLA. ?E 1 15557 CAN. 3538 OET`Z 4 2007 Pgn+GDUC•T P.E3i1§ED die Pv.tt O t7 J c7 c in 0 N ' a:+ L 0 0 0 c 0 :.6 a 0 a7 0 .0 0 . 0 z 0 0) 0 W • ° v m 0 drawing no. W96 -38 sheet 2 of 5 TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING 4 a a 0 J 0 0 z W W 1BY WOOD BUCK II i , I' 1 1 - OF" OPTIONAL TO BOTTOM LATCH NO ANCHORS REGD. AT SILL 14 d X z METAL STRUCTURE TYPICAL ANCHORS #14 SMS SEE ELEVS. FOR SPACING X z s x rn TYPICAL ANCHORS #10 SMS- SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL. STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" OR 1/4" TAPCON5 (SEE SHEET 2 FOR USE OF 3/16 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #12 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SMS OR SELF DRILLING SCREW INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. WEEPHOLES: W1 = 3/4" WEEP NOTCH AT EACH END TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING TAPCONS) Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 167 C.A.N. 3536 OCT 2 4 2007 1a _iDg.X.T REVISED Z O .- � Q 2 • O CC o • G 0w r�i 0 a ' a O am 0 Q W LL LL a co cc Q zL� C aZI W w N c O 0 • 10 cn 0 0 0 O 9 0 0 H 0 v 0 O 0 O o J 3 v 0 . 2 3' < 0 l O a "E) N N T 0 v O "O z 0 Z 1 m ai 4' a 0 0 10 x W O N n 0 0 0 • of co 0 z 0 4' 1 Z x n O 0 0 0 N 0 W • • 0 V 0 a c t u J c drawing no. W96 -38 J (sheet 3 of 5 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE -169 1 FRAME HEAD 6063 —T6 — 2 YE -167 1 FRAME SILL 6063 —T6 — 3 YE -102 2 FRAME JAMB. 6063 —T6 — 4 YE -152 1 FIXED RAIL 6063 —T6 — 5 YE -151 1 VENT TOP RAIL 6063 —T6 — 6 YE -168 1 VENT BOTTOM RAIL 6063 —T6 — 7 YE -920 2 VENT JAMB 6063 —T5 — 8 — AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED 9 — — — — . — 10 — 2/ VENT BLOCK & TACKLE BALANCE — — 11 YH -511 AS REQD. BULB VINYL PVC SINGLE 12 YH -510 AS REQD. BULB VINYL PVC SINGLE 13 YH -509F AS REQD. PILE — SCHLEGEL .187 X .250 — FIN SEAL (DOUBLE) 14 YH -504 2/ VENT VENT LATCHES NYLON /CELCON AT 6" FROM ENDS 14A YH -515 2/ VENT CAM LOCKS ZAMAK AT 6' FROM ENDS 15 #10 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 16 #8 X .1 " 2 FIXED RAIL SCREWS CRS CAD PLATED. PH SMS 17 #8 X 1 -1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS METAL STRUCTURE TYPICAL ANCHORS — SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 3/16" MAX. 10) SHIM V TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH VENT WIDTH D. L. OPG. EXTERIOR O. L. OPG. WINDOW WIDTH TYPICAL ANCHORS #10 SMS SEE ELEV. FOR SPACING WINDOW WIDTH 1BY WOOD BUCKS 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4' SHIM MAX. 1 • 2BY W06D BUCK • R 0 STRUCTURE —7- 1W 'TYPICAL ANCHORS SEE ELEV. FOR SPACING SEF. SHEET 2 FOR CAPACITY En,r: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE If 16557 CAN. 358 33. vie) die nese 'eTteget Cc'.1'+st .08 YZ fa leam 03 LL') w w N c 0 y 4) 0 0, O 0 a 0 0 0 v 0 0 N 'O 0 0 O� O LLI N Qco = Q *f7 N N. 0 in J ^, J : J � 2 Z } N 0_ 8 O 3 2 PI E C 0 1 0 co Q1 0 z 0 Z V 2 0 c 0 z 0 re re Z 1 S 0 0 0 2 W • drawing no. W96 -38 sheet 4 of 5 .8 89 .881 T 1.187 3.125 f 2.687 .860 I¢ FRAME HEAD .812 '- -1¢.062 FIXED RAIL 1 -.9991 .812 L VENT TOP RAIL -°7 .812 VENT BOTTOM RAIL F RAME SILL 1.437 .055 1.625 1.070 2.104 .687 .055 .812 VENT SIDE RAIL -i .930 .055 1.179 -01 1.617 -4 FRAME JAMB 1.292 .812 3/4" WEEP NOTCH AT EACH ENO OF SCREEN RETAINING LEG S.H. FRAME CORNER DETAIL S.H. VENT CORNER DETAIL Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE t 16557 C.A.N. 3538 OCT 2 4 2007 D� � W W V) c 0 > 01 0 0 0 0 1 0 0 •0 0 41 0 O c 0 o uJ 0 a 0 r = M; O ,tM r I 2?, J . V Z Q 0 J 3 C M W J I c 0 a 0 rn 'O .0 0 0 0 0 t 0 0 O OI U 0 O O 0 0 0 O W drawing no. W96 -381 sheet 5 of 5