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WS-11-1720Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 167340 Scheduled Inspection Date: December 06, 2011 Inspector: Bruhn, Norman Owner: QUINONEZ, FRANCISCO Job Address: 188 NW 104 Street Miami Shores, FL 33150- Permit Number: WS -9 -11 -1720 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Shutters Phone Number Parcel Number 1121360131500 Building Department Comments INSTALLATION OF 13 ACCORDION SHUTTERS OVER WINDOWS AND 8 NON IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 166606. CREATED AS REINSPECTION FOR INSP- 164636. Screws missing in two east windows. NB Same comments NB December 05, 2011 For Inspections please call: (305)762 -4949 Page 22 of 31 Miami Shores Village S p 201' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 t O `r- a i LV INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. \1\1 v 1) IRO PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 17.- �a � C ' � 01 1 »2 e) Phone #:� 1 ` �' `rL Address: ee 'OW /c'4 a I City: (M l.›.41,'rl State: Zip: -3 51 „sb Tenant/Lessee Name: Phone #: Email: CQ100 r1 o Yl -7- JOB ADDRESS: 1- t.0 Z©..4 't! City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 49000'(9O Square/Linear Footage of Work: Type of Work: Addition UAlteration Description of Work: ❑New ❑Repair/Replace ❑Demolition ******** ** ******* * * * * * * * *** * * **** ****** Fees************* *** * * * ** ******* ** **** * **** ***** Submittal Fee $ Permit Fee $ 3j0 64) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ J Double Fee $ 310 Structural Review $ TOTAL FEE NOW DUE $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to att' went. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ecikon fee will be charged. A r Signature Signature /Owner or Agent 1 Contractor nstrument was a ledged befforrme s The foregoing instrument was acknowledged before me this w The f. -_ day of .l. A , 20 IL, by LL1C4 ( ) tL f , 20 _, by who is pers nally known to me or who has produced As identification and who did take an oath. NOTA Sign: Print: My Commission Expires: Y ' UBLIC: „ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: O ►',�`� 1e' ti Sign: 0', o ' a o P��'�� , Print: mj : k: k*9kak*a$i k* aknkag*$ ang***ak**** **aF�k *a:aksk$:aE*sIage ****ik d:**ek******ck* k*****nk**iknk**M Aank*ak***nk*: k*sk****sksknk**sk8 +si:****skNishh=** **ik+i ** APPROVED BY v,/19�t�1i1"`( Plans Examiner Zoning My Commission Expires: Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 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: DATE: 91')/ —/i ADDRESS: ler A ,/O f/." 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 A, my own contractor with certain restrictions even though I do not have a license. Initial �I 2. I understand that building permits are not required to be signed by a property owner unless he or she is respon construction and is not hiring a licensed contractor to assume responsibility. le for the Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may 'Ftect 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 li'- 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 substan'•Ily improved myself is sold or leased within 1 year after the construction is.complete, the law will presume that I builj bstantially improved it for sale or lease, which violates the exemption. Initial Initial d #A 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on y building or - residence. It is my responsibility to ensure that the persons whom I employ have the license required by law; . co, ty or municipal ordinance. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 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 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 n es to perform the work being done. Any person working on my building who is not licensed must work under my dir: 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 com. - .lion for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 01..— 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide b pplicable 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. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Reven: Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I ma sntact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbor/Dro/cilb/in r Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am 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 informat 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 contractors 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 a' day of 20 who was personally known to me or who has Produced there or as identification. NOTARY NOTARY PUBL1C -STATE OF I ueiDA Claud V. Cubi los D717323 .?"""%, n ; commis: S P. 23, 2011 rsoxo.DrIMr AC' C\ ,),,kg.\\,‘ .. C.,,,e„ t 0:::.-0 Permit No: 11 -1720 Job Name: SeptemLnr 23, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide design wind loads from a licensed architect or engineer. 2) Ti is permit is for shutter and does not resolve the code violation for new windows without P- mils. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include c, e set of voided sheets in the re- submittal drawings. Norman Gn_,hn CBO 305 - 795 204 O SKETCH OF SURVEY SCALE: i• -20' /f/ia ZO' Aiveme.,2/ Joe r" 577 SBC. tt i 9.9z' f n 80 3Z 87' !. s .roar RFS /P CAI C.0 AP” /88 L.F.E.= 13.72 Z3,/o' "Nzt 3 chwei Z&08' pF fs l ti 4, 8.61 i.r --^— • " £J or 1.P. / /a' (ao /A. CAP) Te3..0 I% AQ FouN.o 1404/ 0.4.42 _ 7.1049 ol� FMS..nn't r2' ./0'19.000 /0e ,774 /5` .GLG�Y.7 ID 0 O O UPDATED ON JUNE 22, 2004. ORDER 0 LiJ N a w DRAWN BY: z E n Cr REYISIONS: DATE OF FIELD WORK DECEMBER 13, CERTIFIED TO: FRANCISCO G.OUINONEZ. Office 2300 West 80 St. Bay F2 Hialeah, I-L 33016 ALL FLORIDA SHUTTERS SUPPLY CORP. Professional instalation of Hurricane Shutters Phone: (305) 562 -9921 (305) 821-6286 Fax: (30b) 821 -628/ Estimate No: 049.11 CUSTOMER Date: Mar-23-2011 Name: Ivone & Beatriz Alarcon Address: 5740 SW 56 St Miami, Florida CeII (786) 281 -3995 Phone entail: COMMENTS La instalacion de los accordions conlleva a la remocion y desecho de los actuales tracks de paneles y sus correspondientes tomillos (tabcons); asimismo empastar los huecos de los tomillos y pintura selectiva de las zonas empastadas. Este trabajo se lo podemos efectuar nosotros por un costo total de $ 100, sin considerar la pintura que seria suministrada por ustedes (aprox. 1/2 de galon) DETAIL 1 3 Installation of: Accordions, Front 3 1 Installation of: Accordions, Rear 2 3 Installation of: Accordions, Right Side 1,367 342 855 7 Materials & Hardware & Labor Remover tracks, empastar y pintura Permit process Aditional TOTAL CONDITIONS All the materials are Miami Dade County Approved. Prices Includes the necessary materials, installation labor, and taxes. Down Payment: $ 849; After installation: $ 1,282; After inspection: $ 583 The time delivery after permit is One Wk(s) The time labor is One Day(s), regardless of unexpected circunstances beyond our control 2,564 100 50 2,714 Accepted: Ivone & Beatriz Alarcon ALL FLORIDA SHUTTERS SUPPLY CORP. Date: / / Date: / / SHUTTERS INSTALATION LAYOUT OWNER : Mr Francisco Quinonez ADDRESS : 188 NW 104 St, Miami Shores Florida 33150 REAR D-9 k==cI A9. 5 X 4 11 13 Main Entrance (Not Inclu )(2. INukcia0S 1-s144-4Tc., 2 1 Miami Shores Village APPROVED rZONING BY DATE DEPT BLDG DEPT AO- -( ,)11/1 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 • Details # !Shutter IN.0A. !Color !Width !Height 1 Accordions 09- 1110.01 White 74 26 1/2 2 Accordions 09- 1110.01 White 36 1/2 38 3 Accordions 09- 1110.01 White 37 1/2 50 1/2 4 Accordions 09- 1110.01 White 53 3/4 51 1/2 5 Accordions 09- 1110.01 White 20 1/2 52 1/2 6 Accordions 09- 1110.01 White 20 1/2 52 1/2 7 Accordions 09- 1110.01 White 53 40 8 Accordions 09- 1110.01 White 56 52 1/2 9 Accordions 09- 1110.01 White 38 1/2 52 3/4 10 Accordions 09-1110.01 White 37 26 1/2 11 Accordions 09- 1110.01 White 37 1/2 26 12 Accordions 09- 1110.01 White 53 1/2 39 13 Accordions 09- 1110.01 White 74 1/2 38 1/2 1 Window Door Picture Glass CS) . 610 "nig -C F V.M. engineering, Inc. PH: 786 - 281 -6968 FAX: 305- 383 -5896. ASCE 7105 - Wind Load Provisions MIAMI -DADE COUNTY # 61411 Client: PROTECTED GCpi = 0.18 Af (ft2) = 10 1= 1 v (mph) = 146 Kd = 0.85 Exposure C a = 9.5 Zg = 900 wind load (w2) Mean Roof Height (ft) 0' - 15' > 15' - 20' > 20' - 25' > 25' - 30' > 30' - 40' > 40' 50' Positive Load End & Interior Zone 5,4 42.5 45.2 47.4 49.2 52.3 54.8 Negative Load End Zone 5 56.7 60.2 63.1 65.6 69.7 73.1 Interior Zone 4 46.1 48.9 51.3 53.3 56.6 59.4 > 60' -70' 56.9 58.8 75.9 107.8 61.7 58.8 > 80' - 90' >90' -100' 62.0 63.4 113.7 116.2 62.0 63.4 > 100' - 120' > 120' - 140' > 140' -160' > 160' - 180' > 180' - 200' > 200' - 250' > 250' - 300' > 300' - 350' 65.9 120.8 65.9 > 350' - 400' > 400' - 450' 450' - 500' 68.1 68.2 73.4 76.9 79.9 82.5 124.8 125.1 131.5 68.1 134.5 141.0 146.5 151.3 68.2 71.8 73.4 76.9 79.9 82.5 84.9 155.6 84.9 87.0 89.0 159.5 87.0 163.1 •‘ 0111111/N pi '‘41/1/ i°%54009,1% tly of :r_, �'= •RI P.•° �� �� pliiifl 11278 S.W. 153 PL, Miami FL. 33196 Morganvillanueva66@hotmail.com PHAN BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Impact Shutter Technology, Inc. 7860 West 25th Avenue Hialeah, Florida 33016 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDIN G 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 www.miamidade.nov 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPUON: Accordion Shutter with Aluminum or Pelycarbonate Blades APPROVAL DOCUMENT: Drawing No. 08 -IT1 -0002, titled "Accordion Shutter with Alum. or Polyearbonate Blades ", sheets 1 through 10 of 10, prepared by Engineering Express, dated 09/23/08, last revision dated 11/04/09, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the approval 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 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 #08- 0310.03 and consists of this page 1, evidence submitted pages ii -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Hdmy A. Makar, P.E., M.S. NOA No. 09- 1110.01 Expiration Date:10 /16/2013 Approval Date:12/09/2009 1 Z1 a9 �� °g Page l Impart Shatter Tecbnalory, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #08-0310.03 A. DRAWINGS: 1. Drawing No. 08-177- -0002, titled `Accordion Shutter with Alum. or Polycarbonate Blades", sheets 1 through 8 of 8, prepared by Engineering Express, fired September 23, 2008, signed and sealed by Frank L. Bennardo, P.E., on September 23, 2008. B. TESTS 1. See Association's generic approval under 08 -0599. C. CALCULATIONS 1. See Association's generic approval under 08-0599. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 08 -0599. F. STATEMENTS 1. Release letter issued by Impact Technology Association, Inc., dated September 23, 2008, certifying this product to meet the criteria of product tested and approved, and allowing Impact Shutter Technology, Inc. to use the lest results approved under Miami Dade County Approval No. 08-0599, signed by Tanya Tarantino. 2. Acknowledgment letter by Impact Shutter Technology, Inc., dated September 23, 2008, signed by Tanya Tarantino. 3. Letter by Engineering Express, dated September 23, 2008, certifying that the drawing (No. 08 ITI -0002) prepared for Impact Shutter Technology, Inc., signed and sealed by Mr. Frank L. Bennardo, P.E., is engineering wise identical to Impact Technology Association, Inc., generic drawing (No. 08-177-0001). E - I A. Makar, P.E. e�Y , P.E., M.S. Senior Product Control Examiner NOA No. 09- 1110.01 Expiration Date:10/16/2013 Approval Date:12/09/2009 Impact Shutter Technology, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM1'I 1 L 2. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 08-IT7 -0002, titled `Accordion Shutter with Alum. or Polycarbonate Blades", sheets 1 through 10 of 10, prepared by Engineering Express, dated 09/23/08, lasi revision dated 11/04/09, signed and sealed by Frank L. Bennardo, P.E. B. TESTS L See Association's generic approval under 09 -1337. C. CALCULATIONS 1. See Association's generic approval under 09- 1337. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. bee Association s generic approval under 09-1337. F. STATEMENTS 1. Release letter issued by Impact Technology Association, Inc., dated September 23, 2008, certifying this product to meet the criteria of product tested and approved, and allowing Impact Shutter Technology, Inc. to use the test results approved under Miami-Dade County Approval No. 08 -0599, signed by Tanya Tarantino. 2. Acknowledgment letter by Impact Shutter Technology, Inc., dated September 23, 2008, signed by Tanya Tarantino. 3. Letter by Engineering Express, dated November 04, 2009, certifying that the drawing (No. 08177 -0002) prepared for Impact Shutter Technology, Inc., signed and sealed by Mr. Frank L Bennardo, P.E., is engineering wise identical to Impact Technology Association, Inc., generic drawing (No. 08 -IT1- 0001). y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 1110.01 Expiration Date :1011612013 Approval Date:12/0912009 ACCORDION SHUTTER WITH ALUMINUM OR POLYCARBONATE BLADES BOTTOM MOUNT L AS REQ'D 6- • ACCORDION BLADES MAY Be ALUMINUM, POLYCARBONATE, OR A COMBINATION OF BOTH TYPICAL ELEVATION EXTERIOR ELEV HOFu SECT. ALLOWABLE SPAN SCHEDULE SLAT SPAN MAXIMUM ALLWIASLE OES:GH PRESSURES ALUMINUM °LADES ONLY *SCOW BLADES OR ALUMINUMV YANDCAY BLADE COMEBIATION' SHUTTER WITH AUOOMJ U BLADES AND CNE E0Vese VANDOYI BLADE'* 7? ♦1628PSF •1E2.BPSF p a 117.8 PEP • 11741 PSF .1GU' .. ..it9Q0PSF •tO03ASP 120" .707 PS 144' ♦ 42.4 PDF • 02.4 IMF 182` +3B.11PBF •41.6 PEP radyaf'f wi. /rc!/ i� / ' !✓/r9 ; .42A 12,p • 62.4 PS. "$6.BPSP •Ale PSR ♦938 PEP 03.0 PSP SPAN SCHEDULE NOTES: 1, PRESSURES SHOWN IN "ALLOWABLE SPAN SCHEDULE" ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2, * APPLICABLE FOR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3, °s ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE 1VINDOW BLADE SLAT, AND THE REMAINDER OF BLADES ALUMINUM. MINIMUM GLASS SEPARATION PRODUCT REVISED usaplyiutsw/thUss PlaNlo BsdIdIng Coda ALa°°M°' mirk 0 Ctpttr�t ALUMINUM BLADES ONLY WINDOW BULLIES ORALVMUIUM' WINDOW .SLADECO28E AVON• HUrTBR WITH ALUMINUM BLADES AND 001E SMILE 141ND0W13A3E'• SPAN LESS THAN: INSTALLATIONS 37 INSTALLATIONS ABOVE GRADE OR AFORE THAN 30' LESS ABOVE GRADE 7Y 1.09" BO^ Ids' 1204 144' 10? SAW ass^ 3.03" 4.60' 4,00' 1.08" 2.13_ 220 3.00' 3A0' 3.00' INSTALLATIONS 30 INSTALLATIONS ABOVE GRADE OR MDRSTHAN 30 LESS ABOVI GRADE INSr.ALLATL7N8 30' INSTALLATIONS ABOVE DRAB OR LIME TNAN O .E&4 ASOV?. GRACE ^,f 2B3' / .,,y /'///' !`, / /'/+�'/!*'//4?. i -1.e, wow 2.0", AftwAmge,Arormarlmormam LASS SEPARATION SCHEDULE NOTES : • APPLICABLE FOR INSTALLATIONS MUTING ONE OR MORE WINDOW BLADES. 2. " ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT, AND THE REMAINDER OF BLADES ALUMINUM. GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS 008N MIMED AND TESTED IN ACCORDANCE WITH THE 2007 EOLTICN OF THE PLORIOA BUILDING COOS, FOR use WITHIN AND OUTSIDE THB HIGH VELOCITY HURRICANE ZONE, PER US 201 / 202 / 203. 2. NO 33.3j3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OP THIS SYSTEM. WIND LOAD DURATION PACCTTOR Cd' I.6 HAS BEEN USED FOR W000 ANCHOR DESIGN. STEM SHALL SE D E T E R M I N E D D Y OO T H E N R S O N T A S R I N C AACCORRDANNCE ``ITH 1HE QDVERNIING CODE. 4. ALL POLYCARBONATE PANELS SHALL 83 EXTRUDED WITH TNKGNESS 0- 0.090' AND SHALL BE FABRICATED APPROVED UA DEFI MIAMI-090E IM INNOVATIVE PLASTICS OOU N0� THERMOPLASTIC 4~08 0300.02.. OLIO 21P1 {UV STADIUM), AS 5. THE SYSTEM DETAILE0 HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT PR001 THE CONDITIONS DETAILED HEREIN, A LICENSED 181151NEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALLYERIFY 1110 ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (SY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS MINE 9015'DNG STRUCTURE. 7. 91.1 EXTRUSIONS SHALL 89 6093 46 ALUMINUM ALLOY UNLESS N01ED OTHERWLSIL S. EACH SHUTTER ASSEMBLY S YS NAG 0E PERMANENTLY LABELED AS FOUAWS: MIAMI -DADE P900ULTCONTROLAPPROVED 9, TOP 8 BOTTOM DETAILS SHOWN MAY Be INTERCHANGE/ AS FIELD CONDITIONS DICTATE. 10. ALL BOLTS & WASHERS SHALL BE 21NC COATED STEEL GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 MI. ALL 3/16°0 OR STAINLESS 1/4'4 POP RIVETS SHALL BE 8056-N32 ALUMINUM ALLOY OR STRONGER. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. •o °) IIP10B4B M 11 Et", r� ff V> a 11 5 Ti ES. ti gil. . 08-1T1 -0002 .nT-, 111 04. ^ TOP NOUNT AS Ro$D WIDTH UNLIMITED MOUNTING SECTIONS I (1) MIDSPAN OR WITH USE(2)LOCKE AND CEN'TERPNATE SHORTER SPANS 213 FOR OP SPAN, LOCK SHUTTERS SPANS, GREATER LOCATED FOR LOCATED WITH SHUTTERS THAN AT 144' 144 1/3 AT ", BOTTOM MOUNT L AS REQ'D 6- • ACCORDION BLADES MAY Be ALUMINUM, POLYCARBONATE, OR A COMBINATION OF BOTH TYPICAL ELEVATION EXTERIOR ELEV HOFu SECT. ALLOWABLE SPAN SCHEDULE SLAT SPAN MAXIMUM ALLWIASLE OES:GH PRESSURES ALUMINUM °LADES ONLY *SCOW BLADES OR ALUMINUMV YANDCAY BLADE COMEBIATION' SHUTTER WITH AUOOMJ U BLADES AND CNE E0Vese VANDOYI BLADE'* 7? ♦1628PSF •1E2.BPSF p a 117.8 PEP • 11741 PSF .1GU' .. ..it9Q0PSF •tO03ASP 120" .707 PS 144' ♦ 42.4 PDF • 02.4 IMF 182` +3B.11PBF •41.6 PEP radyaf'f wi. /rc!/ i� / ' !✓/r9 ; .42A 12,p • 62.4 PS. "$6.BPSP •Ale PSR ♦938 PEP 03.0 PSP SPAN SCHEDULE NOTES: 1, PRESSURES SHOWN IN "ALLOWABLE SPAN SCHEDULE" ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2, * APPLICABLE FOR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3, °s ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE 1VINDOW BLADE SLAT, AND THE REMAINDER OF BLADES ALUMINUM. MINIMUM GLASS SEPARATION PRODUCT REVISED usaplyiutsw/thUss PlaNlo BsdIdIng Coda ALa°°M°' mirk 0 Ctpttr�t ALUMINUM BLADES ONLY WINDOW BULLIES ORALVMUIUM' WINDOW .SLADECO28E AVON• HUrTBR WITH ALUMINUM BLADES AND 001E SMILE 141ND0W13A3E'• SPAN LESS THAN: INSTALLATIONS 37 INSTALLATIONS ABOVE GRADE OR AFORE THAN 30' LESS ABOVE GRADE 7Y 1.09" BO^ Ids' 1204 144' 10? SAW ass^ 3.03" 4.60' 4,00' 1.08" 2.13_ 220 3.00' 3A0' 3.00' INSTALLATIONS 30 INSTALLATIONS ABOVE GRADE OR MDRSTHAN 30 LESS ABOVI GRADE INSr.ALLATL7N8 30' INSTALLATIONS ABOVE DRAB OR LIME TNAN O .E&4 ASOV?. GRACE ^,f 2B3' / .,,y /'///' !`, / /'/+�'/!*'//4?. i -1.e, wow 2.0", AftwAmge,Arormarlmormam LASS SEPARATION SCHEDULE NOTES : • APPLICABLE FOR INSTALLATIONS MUTING ONE OR MORE WINDOW BLADES. 2. " ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT, AND THE REMAINDER OF BLADES ALUMINUM. GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS 008N MIMED AND TESTED IN ACCORDANCE WITH THE 2007 EOLTICN OF THE PLORIOA BUILDING COOS, FOR use WITHIN AND OUTSIDE THB HIGH VELOCITY HURRICANE ZONE, PER US 201 / 202 / 203. 2. NO 33.3j3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OP THIS SYSTEM. WIND LOAD DURATION PACCTTOR Cd' I.6 HAS BEEN USED FOR W000 ANCHOR DESIGN. STEM SHALL SE D E T E R M I N E D D Y OO T H E N R S O N T A S R I N C AACCORRDANNCE ``ITH 1HE QDVERNIING CODE. 4. ALL POLYCARBONATE PANELS SHALL 83 EXTRUDED WITH TNKGNESS 0- 0.090' AND SHALL BE FABRICATED APPROVED UA DEFI MIAMI-090E IM INNOVATIVE PLASTICS OOU N0� THERMOPLASTIC 4~08 0300.02.. OLIO 21P1 {UV STADIUM), AS 5. THE SYSTEM DETAILE0 HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT PR001 THE CONDITIONS DETAILED HEREIN, A LICENSED 181151NEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALLYERIFY 1110 ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (SY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS MINE 9015'DNG STRUCTURE. 7. 91.1 EXTRUSIONS SHALL 89 6093 46 ALUMINUM ALLOY UNLESS N01ED OTHERWLSIL S. EACH SHUTTER ASSEMBLY S YS NAG 0E PERMANENTLY LABELED AS FOUAWS: MIAMI -DADE P900ULTCONTROLAPPROVED 9, TOP 8 BOTTOM DETAILS SHOWN MAY Be INTERCHANGE/ AS FIELD CONDITIONS DICTATE. 10. ALL BOLTS & WASHERS SHALL BE 21NC COATED STEEL GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 MI. ALL 3/16°0 OR STAINLESS 1/4'4 POP RIVETS SHALL BE 8056-N32 ALUMINUM ALLOY OR STRONGER. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. •o °) IIP10B4B M 11 Et", r� ff V> a 11 5 Ti ES. ti gil. . 08-1T1 -0002 .nT-, 111 04. �j- 00.290° 1"1 4" 0.052" "' " 00.572* 00.290" ALUMINUM BLADE N.T.S. 6063.16 4 r0.0S2' 00.572' 01):573' - r v BLADE ADAPTER 6063•T6 O.10C' 0 07 7,----,-- CLEAR POLYCARBONATE. CONNECTION TO ALUM KNUCKLES REINFORCED W/ FULLER RF CURABLE POLYURETHANE GLUE (TYP.) 00,572" 0.065' rl 0.073' MALE CENTERMATE N.T.B. 6063 -T6 I03$'l'I 0.073' .- 089 FEMALE CENTERMATE N.T.S. 6063.76 9- 10.365° 0.365°4-1 ALUMINUM KNUCKLES -'"" CJWINDOW BLADE N.T.S. 6063 -T6/PO LYCAR6ONATE �� rNy OPTIONAL. MIN 2° ` -GUARD LEG 2 13/16* "'WALL HEADER 2 1/22' • 0076' -r-- 0.07 N hi .1 I -1 718" 0.300° 6463.76 1,500" - -1 HERMAPHRODITIC 3 OCENTERMATE N.T.S. ()FLAT STARTER BLADE � N.T.S, 6063.16 0.058" a;1'.1=====.-1. {---1 112 ". ADJUSTABLE lI SILL TRACK BOTTOM N.T.S. 6063.16 0.058' f f �8 9/36" C) WALL SILL TRACK ALM 8063.T6 1---1 33/16'- 112 . ' 0 CEILING SIDE MOUNT N.T.S. 6063 -16 0.047" 1 J .327/16' �� 0,056" N 6063.78 �--• -1 13/16' ---$ 0.074' 0.082" -r tO N ``GUARD LEG f-3. 13/16" -+ PRODUCT PLVI'1F3) o w pbinG ,t n Fada opt IOULRAIN NoP,68t.J. to i UVS9-o 0.062" tao of U �. �▪ . adad 066al {-Y 9,'W 0 3� ALT, CEILING HEADER N.T.S. 61083.76 CEILING HEADER N.T.S ALT, CK @L TRACK ry.T 0063-76 2 3/16" 6063 -76 3 13/ 16" Divi,t +n :0.120' OPTIONAL �) RAIN GUARD (LEG 518° t---1 L ' .i BUILD -OUT 13 WALL HEADER N,T.S. 6053.70 j-3 11/10" 1/2' if 11 0.055" p 1-- -{23/32' 14 SILL ADJUSTABLE TOP N.T.S. 6063 -76 15/32" '- 19/32' r 7 F L HIGH IMPACT CENTERMATE N.T.S. 0,063 a WALKOVER TRACK � NTS 6063 -16 } ---- -2 3/8'. -•-f i0 r. 0.1 32 HEADER SIDE MOUNT N.T.S. 6063 -76 3 1/0' 1.126 c. 0,065 6063-76 HIGH IMPACT 30 CENTERMATEINSERT N.T.S. 6083 -76 3 13/16' 0.fIF 3 BUILD -OUT HEADER SIDE MOUNT �� N.T.S. 6063-76 0.053' a 33118°-- - ALT. WALL HEADER 'LTA. 6863 -76 3 13/16' 0.1 08 -I11-0002 a;ti7 4 •� -- 0.099° ' -15/0' Q39 WALL BUILD-OUT N.T.S. 6063 46 3/4' }--y Of RECESSED TRACK TI.T.B. 600343 0.200" 0.200" 0.200' of PUSH - BUTTON LOCK 6063 -T5 15/ j °� = l�S /32 "� r 112'b /r tr•141 '2° LI NYLON BUSHINGS N.T.5. NYLON 0.480° —{ 0.009" 0.137° i f- }0294" LEFT LOCKING #I0 410 S.S. SCREWS WITH 1/4° HEX DRIVE I WHEEL CARRIAGE 13/16 M.S. NYLON /STAINLESS STEEL 0.000° Q.231' 23 N.T.S. ZINC ALLOY/STAINLES55TEEL LOCK ASSEMBLY 0.137' }{ f- 0.232' RIGHT LOCKING OARM BUSHING G ARM BUSHING 25 N.T.S. NYLON 26 N,TS. NYLON N.T.S 0.332° T 0.193" 0.1E0° 0332° 0.153" 0,160" .40033' 0.200° 0.433" ^� KNUCKLE SCREWS ® WASHER 20 M.T,S. STAINLESS STELL N.Ts. STAINLESS STEEL 0>TIONAL ROO SLOT 0.070' ALT. HERMAPHRODITIC ra� CENTERMATE $ N.T.S. O24 LOCKING ARM N.T.S. 410 STAINLESS STEEL 0.115' 2 "x2 "x0.125" ANGLE 606346 LI a---- °I 4.--2.165" 4 10.125' 0.1t5°1.1 9" { 27 2 "x5 "x0.125" ANGLE 28 CLEVIS AND PIN MTS. 6063-76 N.T.S. CADMIUM PLATEO STEEL 1 ,s, L �o.12s° 1 � 0 2 "x3 "x0.125" ANGLE N.TS. 6063 -T6 c 0.993 °' proaucr RRy16P..p ac ttw.plpiae' A, ;Ae florists Ap c creUOmtn c O NNn a 7' i iry . 0I 9 tr • :,,r zn. N m i-- 2.591" . HOOK BOLT DEAD LOCK N.T.S. ALUMINUM 08 -1Ti -0002 w oqI EXISTING STRUCTURE-` /fir. MIN. SEPARATION FROM GLAZING PER GLASS SEPARATION SCHEDULE 1/4° MAX. (REF. SHT 1) INTERIOR EXISTING STRUCTURE :ASTER STARTER CHANNEL TO TMCKS VW (2) 10!6235° SCREWS EACH CORNER GND EXISTING GLAZING ANY ANCHOR FROM,, SCHEME SB° O.C. USE APPROPRIATE STARTER CHANNEL TO PROVIDE SIDE CLOSURE FOR BUIWOUT CONDITIONS HORIZONTAL SECTION E!_ W ALUMINUM BLADES N,T,S, HORIZ SECTION EXISTING STRUCTURE -, ASTIR STARTER CHANNEL TO TRACKS WI 12) i' 10xIW SCREWS EADI CORNER -t, SWV ALUMINUM BLADES A‘st r;/ u e MIN. SEPARATION FROM GLAZING PER GLASS SEPARATION SCHEDULE 1/4° MAX. (REF. SMT 1) mom INTERIOR. 6 1/a° MAX. ,`'-L- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTEAMATEB SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES) EXISTING STRUCTURE ~`•EXISTING GLAZING ANY ANCHOR PROM •- ANCHOR SCHEDULE IS 111' O.C. USE APPROPRIATE STARTER CHANNEL TO PROVIDE SIDE \ CLOSURE FOR BUILOOUT CONDITIONS WINDOW BLADES EXTERIOR 6 L/2" MAX. HORIZONTAL SECTION W WINDOW BLADES N.T.S. HORIZ SECTION L- HANDLE LOCK ASSEMBLY WITH MALEWPEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES) TRAP MOUNT CONDITION I'I4ODt 'tRBV14C0 is.omli.tiag AiahalmPAaida Building C�.eds Accquan�Na0'- 0•i ar L. . laud DAfalinn 1i' EXISTING STRUCTURE MIN. SEPARATION FROM GLAZING PER GLASS SEPARATION SCHEDULE (REP. SHT 1) tNTERJO ANY ANCHOR FROM ANCHOR SCHEDULE (D IV O.C. 1'xi'm.OSE", exaxo.05S °, 4.3"x0 05S°. 1514 °x0.055' 1"x3 x0.055°, 2'x4"x0.O35° OR 2°X0"4.125° 6063.75 AWMWUM ANGLE \ -ALT. LEG s",,, Exams DIRECTION GLAZING "•-1/10APa' GALV OR S.S. EMS, 3/16" ALUM POP RIVET$, OR W-20 THAI/BOLTS @ 12^ O.C. iB CC(i0 }TI �, COMBINATION OF ALUMINUM AND WINDOW BLADES, ALUMINUM MD WINDOW BLADES NAY BE ALTERNATED, OR INSTALLED ADJACENT 70 SIMILAR BLADES IN ANY COMBINATION ex!stt11G STRUCTURE ANY ANCHOR MIOH ANCHOR SCHEDULE �' E D T1 0OU� ^, 18' O.C. •% HORIZONTAL SECTION W COMBINATION BLADES N.T.S HORIZ SECTION \\- PUSH-BUTTON LOCH OR S /16° THREADED BOLT WITH PLASTIC HEAD ALT. HERMAPHRODITIC CENTERMATE NOTE: LOCKS MAY BE MOUNTED ON INTERIOR OR EXTERIOR SIDE OP SHUTTER. MIN GLASS SEPARATION —'PER SCHEDULE (SHEET 1) 6104" 410 5.5, SCREW W/ NYLON BUSHING AND WASHER L•HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED W1Th HIGH IMPACT CENTERMATES WITH HIM LOB( ASSEMBLY OR HERMAPHRODITIC CENTERMATES) ALUMINUM OR WINDOW BLADES # 10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) EXISTING PASS THRU WINDOW SILL (WOOD, GRANITE, MARBLE, ETC.) ALT, HIGH IMPACT CENTERMATE N.T.S. HORIZ SECTION - 2 "xL "4l" MIN 606346 ALUMW1JM SPACER TUBE 2'x2")06" MIN 6063 -78 ALUM ANGLE *-Y4-20 SS THRU BOLTS AT 12° D.C. ANCHOR CONN. TYPE CL REP. ANCHOR SCHIDULE PASS THRU WINDOW DETAIL (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCFED) P12xFi" GALV OR S.S. SMS, 3/16° ALUM POP RIVETS, OR Ne "•20 THRUBOLTS @1 12' O.C. `,STRUCTURE. ■` PRODUCT RtivISED B, c wNl 2a Flvlda Aon• allo0'•. "0� RaP1�u bDN /r4!IF: 7P yy1�J ' Mimi .5, -"A fit on• ALUM 0' RIVETS EACH �° / ANGLE TO TUBE � a! 0 ESQ 6063•T6 ALUMINUM TUBE AT CORNER STANDARD CORNER CLOSURE (2)2'x2'4.I25" 6083•T8 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE N.T.9. HORN SECRON (2) ANCHORS PER ANGLE (USE ANY ANCHOR PROM ANCHOR SCHED) 612xW GALV DR SS. SMS, 3/16° ALUM POP RIVETS, OR W-20 T HRUBOLTS 83 12" O.C. (8) 6124/2" SMS 083/16" ALUM POP RIVETS EACH ANGLE TO TUBE (2) 2 "62 "60.126° 6*B3 TS ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE i 2112-x0.125° 8063.76 ALUMINUM TUBE AT CORNER ALTERNATE CORNER CLOSURE N.T.S. NOM SECTION 08 -I11-0002 scaL� Et4 PAO �63CwP7lCOIy 10 EMS ANCHOR COHN. TYPE C1 REP. ANCHOR SCHEDULE 1/2• taut MCH{ CONK. TYPB a REP. ANCHOR SCHEDULE EMBED.; EMSED FRE . ANCHOR SCHEDULE r l lei L 810x3" 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION -PER SCHEDULE (SHEET 1) 810x3'4109.5. SCREW W/ NYLON BUSHING AND WASHER -. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER INNUCKLE /410a* 410 S,5. SCREW W/ WASHER P OP AND 0OTT0M) WHEEL CARRIAG ASSEMBLY AT EVERY OTHER KNUCKLE -I" MAX. 810x2° 410 S.S. SCREW W/ WASHER (TOP AND SOTTOM) „1 WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE 910x2' 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) 0100' 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION "—PEA SCHEDULE (SHEET 1) ALUMINUM OR YINDOW BLADES 410x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER MINUM OR WINDOW BLADES 01043' 410 SS. SCREW W/ NYLON BUSHINGS AND WASHER' 1/4' MAX MIN GLASS SEPARATION — PER SCHEDULE (SHEET 1) #10x3' 4109.5. SCREW W/ NYLON BUSHING AND WASHER -, N ALUMINUM OR ti11 _LWINDOW BLADES 1/4' MAX EMBED 1/2° MAX RE 5RlQS}1EPESz REF, OR E U WALL HEADER WALL SILL TRACK N.T.S. VERTSECTION :;,•k k\ \, ;9T,,` ftW. , ANCCHO - SCREWS e1] 0,C. M4X, 4,10x1/2° S° SELF-DPILLING STAGGERED FRONT AND BACK. CEILING HEADER ADJUSTABLE SILL TRACK N.T.S. VERT SECTION MlH GLASS SEPARATION —PER SCHEDULE (SHEET 1) 610x3 "410 S.S. SCREW W/ NYLON BUSHING AND WASHER NY. P4.44. PL 1. 1S� WOE DIET.-4 ROR COWN. ASP. ANCHOR SC� B.O. WALL HEADER WALKOVER TRACK MUM OR WINDOW BLADES 810x2'4105.5. SCREW W/ WASHER (TOP AND BOTTOM) 4' MAX EXISTING CONCRETE HOST STRUCTURE (NM MINIMUM) EMBED. ANCHOR PER ANCHOR SCHEDULE SPACED AT \ O.0 \ MIN. TO � CONCRETE - I EDGE BROI UCi' REVISED ED «hzPC nKwIWt(W Florida Auikli Ca�W Aat uxs Hu ., tun PILAU Rivieian 6 RECESSED FLOOR TRACK N.T,S. VERT SECTION 6063-16 ALUMINUM ANGLE, -ANCHOR CONN. TYPE CI / 2°42'x0.125" MINIMUM, 2'x5'40.125' MAXIMUM, REF. ANCHOR SCHEDULE 350 1' MAX. TF 1/4'x3/4" MACHINE BOLTS AND NUT51P 12° O.C. MAX. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE 010x3" 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER EXISTING WOOD RAFTERS - (G =0.S5 MIN.) SPACED 1 AT 24° O.C. MAX. 410x2`410 S.S. SCREW W/ WASHER (TOP AND 8GTT0M) 9/6° rip.4 --q $'81/4" 6063 -16 ALUMINUM PRATE, 6' MAX OVERHANG BEYOND RAFTER HEED. (4) 5/16° LAG SCREWS W/ 2' MIN, THREAD PENETRATION AND 3/4° MIN. EDGE DISTANCE PER RAFTER .1/4" TYP. MTN GLASS SEPARATION —PER SCHEDULE (SHEET 1).__. 0104° 410 5.6. SCREW W/ NYLON BUSHING AND WASHER. to N r EXISTING WOOD STUDS (G=0.S5 MIN.) SPACED AT 24' 0.C. MAX. 2 -114' MIN. ENb DISTANCE WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE 01082' 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) ALUMINUM OR WINDOW BLADES ACICN!RCO% TYPE C4 REF. ANCHOR scA6uLe 01081/2' SELF-DRILLING SCREWS 012' 0.C. MAX, STAGGERED FRONT AND BACN. 2 "x5" ANGLE W/ CEILING HEADER ALT. ADJUSTABLE SILL TRACK N.T.S. VERT SECTION 010x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER 0104/2' SE1F- ORILL(NG SCREWS 4112' O.C. MAX, STAGGERED FRONT AND BACK. EMBED. }EDGE ` D[Si. ANCHOR CONN. TYPE C4; REF. ANCHOR SCHEDULE ALT. ADJUSTABLE SILL TRACK THRU - FLANGE INSTALLATION N.T.S. VERT SECTION 014 410 SS SHEET, METAL SCREWS SPACED AT 11" O.C. MAX. 1/4° MAX 410x1' 410 s.s. SCREW WI NYLON BUSHINGS MID / WASHER -f GLASS SEPARATION '--PER SCHEDULE (SHEET 1) (3) 5116' LAG SCREWS Wf 2' MIN, THREAD PENETRATION AND 3/4' MIN. EDGE DISTANCE PER SIUD 1'x4 °x0.125 °6063•TE - ALUMINUM TUBE 1 f 014 410 55 SHEET METAL SCREWS SPACED it AT 3' O.C. MAX. . ,. 1/2' P1AX WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNU0 L47 4104' 410 S.S. SCREW WI WASHER OP AND 60TT014) EMU ALUMINUM OR WTN00W BLADES 2 -4/4' MIN, END DISTANCE fNOTE! MAXMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE NOON PRESSURES FOR DETAIL 204 SPAM¢ 1 DESIGN PRESSURE: 0 90' 101' 128° .r :k» a0Eflik /'413'p�1 144•.... t4_. 5 "x1/4" PLATE TO EXISTING RAFTERS N,T.5, VERT SECTION #10x3' 410 SS. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION —PER SCHEDULE OW 1) 010x3' 410 S.S. SCREW W/ NYLON BUSHING AND WASHER 2-1/4' MIN. END DISTANCE AWI'W4UM OR WINDOW BLADES EMBED EXISTING WOOD STUDS -' (G.'O.SS MIN.) SPACED ./-1/4'x1" LONG GROOVE AT 24° 0,0, MAX. . WELD CENTERED AT EACH TRACK SEGMENT JUNCTION, ANCHORS AND MAXIM/ SPACING PER ANCHOR SCHEDULE, WITH A MINIMUM OF (1) ANCHOR PIA TRACK SEGMENT. ANY TRACK SHOWN HEREIN, SEGMENTED TO ACCOM4ODATE CURVE, OPTIONAL CURVED TRACK WITH SEGMENTED SECTIONS 014 410 96 SHEET METAL.SCREWS SPACED AT 3" 0.0, MAX. 1`x4 "4.125° 6063.16 ALUMINUM TUBE (3) 5/16" LAG SCREWS W/ 2' MIN. THREAD PENETRATION AND 3/4' MIN EDGE DISTANCE PER STUD NOTE: MAXIMUM ALLOWABLE SPAYS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE OELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 3 /7: SPAR; MAX DEEPEN PRES8URE: 1 Piri11.6 pet .74.0 p/1t443pit H61 17-1-017pg 72" 66° 108° 728" 144° a24 pef l $8.7 pO T�OIN;CTREVISEO mddit2�0 ithOro aide len Dot 0.01 AcagammNob nrHr��„ 1 "x4 "x0.125" TUBE TO EXISTING WALL STUDS N.T.5. VERT SECTION acl Control oe -rn -0002 1 MAX SUPPORT BEAM SPAN PER APPROPRIATE SCHEDULE gar t--- `OPTIONAL Tap SUPPORT BEAM L__... -OPTIONAL INTERMEDIATE SUPPORT BEAM C) 8 ELEVATION WITH STORM BARS N.T.S. EXTERIOR ELEV SEAM DESIGN SCHEDULE BEAM SIZE SHUTTER SPAN BEAM SPAN 6. -0° 57-5" 2x6 "x0.125" 6'0 8' -1" 10'•0" 7'-6" 6' -0° 14'47" 2"x8 "x0.07210.224" 8'-0" 11'•6" 10'-0° 10'-4° 6'-0" 16'-5' 2°x9 "x0.07210.224" 8'-0" 12'-5" 10' 13° 1l' -2" OPTIONAL BOTTOM SUPPORT BEAM /-(2) B' LONG 2 °x2"xO.t27 6063.76 / ALUMINUM ANGLES PER BEAM ENO. (3) 1/4••20 410 SS THRU- BOLTS PER BEAM END 1' .--3 /A°x314°+tAC111NE }/ BOLTS AM] NUTS f / I t2" O.C. KAX, 6063 -16 ALUMINUM BEAM AND LIMITATIONS OF USE DER BEAN DESIGN SCHEDULE i S (3) !%A 20" POEWERS E • CALK -IN ANCHORS WITH S8" MIN EMBED, 3" PACING AND 2-1/2' MIN EDGE DISTANCE TO 31(S1 MINIMUM CNCRETE • OR I/4E CO CRETEPLEX ANCHORS WI5 H 1.314" MIN EMBED, 7 SPACING AND 2.1/2" MIN EDGE DISTANCE TO 3330P81 MINIMUM CONCRETE (3) ANCHORS 1/4-27 POSTERS • CA4X.IN ANCHORS WITH 7 /8" MIN EMBED, 3' MINN E9G AND TO 3K51 MINIMUM CONCRETE • OR 1/4" ELM CRETEFLEX ANCHORS WITH 2-3‘4" MIN EMBED, 3 SPACING AND 2.1 2" MIN ED�B DISTANtCE TO 3350PSI MINIMUM CONCRETTEE ALTE " LE 4 7 1MIST /STRUCTU I 11.4:11-1114 016x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER./ MIN GLASS SEPARATION PER SCHEDULE (SHEET 2) "-WHEEL CARRIAGE / ASSEMBLY AT EVERY OTHER KNUCKLE 410x2' 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) N9Th 73 PS7 MAX DESIGN PRESSURE FOR THIS MOUNTING CONDITION TOP SUPPORT BEAM N.T.S. VERT SECTION 01017 410 S.S. SCREW W/ NYLON BUSHING AND WASHER MIN GLASS SEPARATION PER SCHEDULE (SHUT t /7 (2) 6' LONG 2"x2 "x0.L2S" 6063 -T6 ALUMINUM ANGLES PER BEAM END. (3) 1/4"-20 410 $S THRU•DOLTS PER BEAM END ALUMINUM OR WINDOW BLADES 01047 410 S.S. SCREW W/ WASHER (TOP ANO BOTTOM) FRANK 4 svco DO. F. &°\ 1/2" HIN. 4 — 4 — ED, —) ALUMINUM oR WINDOW BLADES 1 /0x314' MACHINE BOLTS AND NUTS 51 t2° O.C. MAX. 6063 -16 ALUMINUM BEAM AND LIMITATIONS OP 118E PER BEAM DESIGN SCHEDULE NOTE‘ 73 PS7 MAX DESIGN PRESSURE FOR THIS MOUNTING CONDITION E'RRODUCP tt wr130 It OL Code Actoptzio, Ma lan:l�1 ....r DivNinn 8 BOTTOM SUPPORT BEAM N.T.B, VERT SECTION Vg1. -0l 08 -ITI -0002 04 Tie (2) 0" LONG 2°x2'x0.125' 6063 -T6 ALUMINUM ANGLES PER BEAM END. 410x3 °410 S.S. SCREW WI NYLON BUSHING AND WASHER MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) - (3) 1/4 ° -20 410 5S THRU -BOLTS PER BEAM END i1 ALUMINUM OR WINDOW GUIDES AlOxa• 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) 6063 -T6 ALUMINUM BEAN AND LIMITATIONS Of USE PER BEARD DESIGN SCHEDULE 1/4° -20410 SS TURD- BOLTS6) 12° O.C. MAX. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE IP (3) I/4-20° N ANCHORS PER ANGLE: CALK -IN ANCHORS WITH 7!B° MIN EMBED, 3' MINCEDGED T2-1/2' A TO PUNIETE MUM • OR 11//4' ELCO CRB FORS varm EMBED, 3 SPACING, AND 2 -1/2' MIN EDGE DISTANCE TO 3350PSI MINIMUM CONCRETE 610x2° 410 5.S. SCREW W/ WASHER (TOP AND BOTTOM) SlOx3° 4104.5. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION -PER SCHEDULE (SHEET I) 36 ASP MAX DESIGN PRESSURE FOR THIS MOUNTING CCADmON ALUMINUM OR WINDOW BLADES INTERMEDIATE SUPPORT BEAM N.T.S. VERT seam ns Oeositsti 8 Ms Mai& HAccPtmeooHas f 0,01 Date 0/p Division 6 ON vsA E $I7 .sn- 2 08 -M -000; peas n 56,ff. L ' ANCHOR SCHEDULE (j I ANCHOR LOAD WO LOAD 2.5' MIN EDGE DISTANCE C1. 5Oans UO TO 6'•0" 05 C1 $86901)9 TO 9'47 05 01 8J1008 UO TO 1P Q C5 C1 .Spans Up T9 13'•6" l CS 02 TYPE C3 C4 CONN TYPE c2 C3 C4 CONN 1700 C2 C3 C4 OWN 12 C3 C4 1/4" ITW TAPCON WITH 1-3/4° EMBED (3192p8 MIN 00140) [" 47 12.0" 12.0° 12.0° 11.7' 12.0" 12.0" 12.0' 12.0" 7.4" 12.0" 11 2" 8.9" 11,8" 5.5" 9.0" 9.5" 7.6" 10,6" 4.8" ! 8.' 60 12.0" 12.0" 12.0° 8.8" 12.0" 12.0" 1 12.0" 5.7" 9.4" 7,9 6.4° 4.2" 7.0" 6.8" 8.4" 3.7° 6.2 72 12.0" 12.0" 12.0" IgEa 11.9" 9.2" 7.4" 10.3" f 7.8. 6.7' 5.17 . " 1151111511 7 14 5.5° 120 7.9" 6.4" 9.4" 4.2" 1.0_ 4,1" 7.4" Ma 5.9" 5.8" 4.7" 7.4" 3.3" 5.5" 152 47 5.8° 12.0" 4.7" 12.0" M 3.3" S.9" 11.6" 12.0" 5.8" 12.0" .7" 7.4" 12.0° 12.0" 3,3 7.5 " 5.5" 12.0" 5.8° 11.2" 4.7" 8.9" 7.4" (tom 3.3° 8.5" 5.5" 9.2" 5.8" 9.4" 1252 7.5" 10.9" nia 5.5" 4.9" 1/4' 8.00 PANELMATE (RMALE, MALE) W/ 1 -3/4° MIN EMBED (3350 COt {C) * 60 EF •' 0" Ef? 12.'' 9.0" 12.0" 7.3" 12.0" 11.9" 9.1 9.5" 12.0" 5.8" 9.6" 7.9" 6.4" 9.8" 4.3" 7.1" 6.7" 5.5" 6.67 3.0" 6.3" 72 22.0"' 12,9" 7.3" 10.7" 4.8" 8.0" 6.Y' 4.0" 8.1" 3.5" 5.9" 5.8" 4.7" 7.7" 3.3" 5.6" 120 7.9" [� 9.6° 4.3" 7.1° 5.8" 4.7" 7.7" 3,3" 5.6" S.8" [� 7. 3.3" 5.6" 59° 4.7° 7,7" 3.3" 5.6" 152 54" 12.0" 4.7" 13.0" 7.7" 12.0" 3.3" 5.6" 12.0" 12.0" 5.P 12.0" 4.7" 12.0" 7.7" 12.0" 12_0" 12.0" 3.3" 94" 7.3" 617 5.6" 12.0" 82.0" 10.8" _ 5_8° 12.0" 9.1" -7,1" 8.6" 4.7" 10.7 7.3° 5.8° 7.7" 12.0" 17,0° 11.8" 11.2" 3.3" 5.6" 5.8" 4.7" 7.7° 3.3' 5.6" 1/4 E1.00 CRETEPLIE{ W/ 1 -3/4° MIN OWED (3350611 MIN COHC) 47 1.0" 8,4" 4.5" 4.2" 12.0" 9.7" 0.1° 7.6" 10.8" 8,7" 112.7 6.2" 11,1" 8.8" 7.6" 60 12.0" 12.0" 12.0" 11.4 ." 12.0" 10.6" 10.9" 8.4" 7.8" 6.8° 6.6" 6.3" 5.4" 5.4" 23.0" 11.2° 4.8" 1.2° 72 12.0" EFq' 1112,0 9.4" 12:0" 120 t52 47 9.1" 6.7" 13.0" 5.4° 12.0" 12.0" 11,2" 12.0" 5.4" 9.7" 4.2" 7.B 9.2" 12.0" 0.6" 0.8' 12.0" 5.4" S.4' 12.0" 8.2" ." 4.2' 7.6" 11.2" 4.3" 7.8" 11.2" 11.2" 8.8" 4.2" 5.9" 4.8 "" 7.6" 0.1" 9. ' 7,7" ® 114 4.2" 7.6" 4.3" 6.1° 6.6 °.1211 B.2° [ 4 11,2° 7.6" gni eall 7.8" 8.0" 1/4-20 00WBR9 CALI(1N WITH 7/8. PUN EM8E0 (3400133IMINCONC) * 60 12.0" 12;0" 12.0" 7.0" 10.7" 10.4" 7.1" 5.8" 6.0" 5.5" 6.7" 3.3" 5.3" 7// 4.44" 5,9" 4.8" 64° F 4.7" _72 12.0" 12.7" 10.9"1 5.7" 8.9° 7.9" 6.4" 7.4" 3.7" 5.4" 8.0" 4.4° 4.1" 5.6" 5.0" t air 111_3R% 1 ®1 9.8" ,/,', %%/ %r % / / //, 4.1" 4.1" 120 152 47 [ 5.0" 12,0" 12.0" 10.9 5.5" 4.1" 13,0' 11.7° 6.7" 5.3" 12.0" 1I.0" 10.4 ' 3.3" 8,3" ,/' 4.1" 7.7" 12.0" 5.8" [19 4.8' 8.0" 8.0" 8.0" MP 7,5" 5. + 4.1" 4.1" 8.8" 6.' 4.6" 6.3" ',4 4.1" 5.3" �// , 4.1" 5.0' 44" . " 10.6" B.5" 1.1° % 4.1' 5.3" 5.0" 1,1" 5.7 9.9" 3.8° 4,1" 5.6' 4.0" 5.3' 8.1" 6.5" % 4.1" 6.1' r /, /i 4.7" 5.0" 5.9° 4.3° 4.1" L&yj .5" 4.1 ". S.4" 4.2" 1/418.00 PANELMATE INSERT W1TN 13/8° MIN 6148ED (300091 MIN CONC) * 60 72 3.1" 8.4 " % % //, 3.9" 3.6" 3.0" 5.1" 3.1" ' / / /// 3.7". 7 /A 3.7" / / /�i, 3.7" 1 �� 8.5" % %// 4.7° 36" 5.1" % /// % /�A //A % /%/ '///// % / //,%/ 3,7 " 3.'" 5.1" /%/ � 4 3.7" 3,6" 3.0" 152 " j/% 3.7" .6" ' 5.1" CEt7t��/ % , 81" /e,4 8.2" %/ 3.8" %/ �% 3 3.6" 0" 5.1" 3.7" 3.6 "1 3.'' 5.1" 1/4 TAPCON MOTH 1-1/4' EMBED -� 80 �72 120 152 MUM 7.2" 5.1" ' / / / //7 � [� ' ' pear %' // j/ % / /%/ //% E31i /lair ' if / 11EXi /7 '�° / / /// % //� X/ / / % / / f / % / / //i %/ //iii/ % 5.1° / / ///i �� /// /� /// P',/ % /// /jib 4.7° / % / / /,Ei! AMR' /i %/% % / / / /�j/ % / /yam' / /.// 4.2" 1E �� / / / //// 3.4" �. /// % ' // �/// % / /// �//////, 7/ /j, 4.5" 3.3" 8. 3.2" 6.2" %.� %O // % /%�i, /�' /// /// � / / //% 7.5" 4.7''///x' 3•'' / //. 8.1" / / / / /H / /I�' 1/4° ELCO PANELPIATE (FEMALE, MALE) MT/ 1 -1/4" MIN EMBED 47 E 12.0" (14 104' 9.0" 7,0" 9.2" 4.0" 8.9" 5.6" 121118'7,./%, 60 EE£�AQf4QZ:4[ 4 8.2" 6.0" 4.8" 7.3" 9.1" 5:4° 14" 3.1" 3.1" 4,0" 3.2" 5.6" / 1251r,/ l / / % / / //j 5.3° 72 170 132 ® % / / / /� EE'E 6.7" 3.2" //� 9.0" 6 .88° 4.6" 3.7' 6.2" %// , / %/ "//%/ 3.1" / / / /// ��� %%// , /i 4.7" / / / /%i 3.3" �/i // 4 // 3.1" 5.8" 4.5" 11 ///',/, 4.0" �/ /// 3.1° /h j// %// 4.5" 4.4" 4.5" 3.1" j 6.2° 3.1" 5.5" 1/4IL000REIVI EXW/ L'114" MOO EMMBED 47 12.0" [In 11.5" 4.7" imam � il„Fyjr :: 10.0° 0.T" 9.2" 3.4" 6.5' 4.4" !' 7.'' ' %� 4.8" 3.8" / / / //, ' / /// ' % // /% %/ /% % / /// // 1.!4114 [�1 �% 5.6" 5.6" 5.6° a.4" /// 4.3' j// 3.8" /% / 3.8° � 3.8°. �,' 3.J° , / / //. f/ �/ / % ?2 14207 EI l 8.2" 5.1" [ 7.0" 3.0 8.4" 3.B" %��/ 5.' ' 4.0" 3.2" 14 ' /� 4.8" %// 3.8" 8.1" 3,7" //, 5.8" UR% ,, S.6" + +' 8. 7.9" %%/ �/ 3.2° �/ % 5.8° 7/� 3.B" 3.2" 152 MI' 12.0" // 11.5° E� 3.8° 5.7 3.2" 4.1" 8,6" 8.0" j 3.8" / / //, 42" /%/ 3.3" 3.2° 3.4" ' / / /// /%/ / / /.'7 5.9" 4.3" 1/4.20 POWERS mu. 11 WITH 7/8' HUN EMBED * ; .�. -r;) - 47 "0 8.9" 6.7" 9.1" [19 3.4" [k rACE:1 �/ / / / / / %i%� %// 9.8° 1 .3" 8.6" 10.6" 7.5" 6.0" % � / / % /E7iIV /r //% 4.9" 0.8" 4.4" / ,/ m 51 [a %'/A/ 4 / / / % , 7.1" 8.0" /�j, / % /[M� / / / /// 7// 3.6" 4'" 4. 9,6° 3.6" 8.1" '.•" 72 3" 4,9° 7.T / /%y / / /� ! % /,�// // % /// % 6.1" / 4 4.7° 120 152 47 % / // j ®12.0":12.0° %/% %y //,gJi/ %// / 1 ' ' 1/4 ELOO PANELMATE INS WITH 1.1/4° MIN848ED * 5.4' % / /// 4.3° 80 Eft 11.7" 12.0" 9.7" 72 E 8.5" 0.0" �/ 5.8° 4,6" 7_1" 3.1" [1y1 3.9" 3.2' 8.4" /A 3.9" / 3.6" 3.7" 120 � 4.0. IMF" 4.7" 3,�" 3,0" 5.1" % / //� 3.6" 3.0" 8.1" j � 5.1° % 3.7 / 3.7° 153 3.7" 3.0" 5,2" / 3.1° 3.8" 3.9" 5.1" J/' 3.7" 3.6" 3.0" 5.1" 3.7" 3.6" 3,0" 5.1" 3/4" IN E0G€D - 'A °- 1/4° 1TW TAFC0N OR 914 WOOD SCREW W/ 2 -1/2' 8848£0 47 12.0" 12.0" 10.4' 8.2" 7.1" 9.4" 12,0" 12.0" 7.1" 4.6" 0.2" 4.65 10.3" 3 8.1" 54 4.6" 5.3" 4.3" 3,5" 3,4" 2.8" 2.3" 4.6" 8.7" 6.9" 4.8" 3.0" 4.1" 3.2" 2.8" 2.8" 60 12.0" 12.0" 5.5° 7.3" 11,0" 8.7" 5.6" 3.8" 3.8" 3.0" 8.I" 5.3° 5.0" 43" 3.8" 3.3" 2,3" 2.1" 72 12.0" 12.0" 6.9° 4.5' 6.1" 8.4" 6.7" 4.7" 1.9" 4.0" B,7" 120 7.3" 5.9" 4.2" 2.6" 3.6" 54" 4.3" 3.3" 2.1" 2.8" 5.3" 4.3° 3.3" 2.1° 2.8" 5.3" 4.3" 3.3" 2.1" 152 5.3" 4.3° 3.3" 2.1" 2.8" 5.3" 4.3" 3.3" 2.1" 2.8" 5.3" 4.3' 3.7" 2.1" 2.8° 5.3" 4.3" 33° 2.1" 2.8" 7.2" 1/4° ELCO 041400470 (FEMALE, MALE) W/ 1 -7/8" M11 ABED 47 12.0" 12.0" 12.0" 11.5" 12.0" 12,0° 12.0" 12.0' 7.4" 10.9" 12.0" 10.8" 9.9" B.5° 8.1" 11.4" 9.1" 8.8" 4.6" 60 12.0" 12.0° 12.0" 8.8 12.0" 13,0" 11.8" 10.3" 5.7" 8.9" 9.5" 7.7" 7.8" 4.2" 6.3" 8.2" 6.6" 7.0" 3.7" 5.6" 72 124" 12.0° 12,0" 7.3" 10.7 11.0" 8.9" 8.6' 4.7" 7.0° 7.5" 6.1" 6.5" Cr 5.3" 7.0" 5.7" 6.2" 3.3" 5.0" 120 9.5" 7.7" 7.8" 4.2" 3.3" 7.3" 6,3°. 5.0" 9.2" 7.0" 7.0" 124" 5.7" 6.2" 3.3" 5,0" 0 7.0" 7.0" 12.0" 5.7" 6.2" 3.3" 5.0" 7,0" 5.7" 6.2" 3.3" 5.0" 152 7.0° 12.0" 5.7" 12.0" 6.2" 9.9" 5.7' 12.0" 6.2" 6.7" 3.3"- 4,77-67-.. 5.7 10.2" 6.2" 5.0" 33" 3.5" 5.0" 4.5" 7.0" 10.8°' 5.7" 6.1 • 6,2" 4.5" 3.3" 3.1" 5.0" 4.0" 1/4" tAG SCREW WITH 1.5" 14111 THREAD PENETR FEMBEDf 47 60 12.0" 12.0" 7.8" 5.6" 7.1" 12.0' 10.9" 5.3" 3.7" 4.7" 9.0" 7.3" 4.0" 2.7" 3.5" 7.7" 6.3" 3.5' 2.4" 3.1" 2.8" 72 12.0" 12.0" 8.5" 4.5" 5.9" 10.4" 9.4" 4.4" 3.0" 3,9 "' 7.1" 5.8" 3.3" 2.3" 2.0" 6.8' 3.4" 3.1" 2.1" 120 9,0" 7,3' 4.0" 2.1" 3.5" 6.6" 5.4° 3.1" 2.1" 2.8" 6.6" 5.4" 3.1" 11" 2.8" 8.6" 5.4" 3.1" 2.1" 2.8" 152 _ 6.6" 5.4" 3.1" 2,1" 2.8" 6.0" 8.4" 3.1" 2.1" 2.5" 6.6" 5.4" 3.1" 3.1" 2.8' 8.6 " 5.4" 3.1" 2.1" 2.8" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRN MANUFACTURERS' RECOMMENDATIONS. 2. TAPCONS MAY BE CARBON STEEL OR STAINLESS STEEL AND SHALL 8E MANUFACTURED BY 17W. 3. ENSURE MINIMUM 2.5' 113GE DISTANCE RTR ALL ANCHORS TO CONCRETE 8.TO HOLLOW B1DCx. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHAM BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (I.6.3/4° EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. W0013 HOST STRUCTURE SHALL BE °SOUTHERN PINE° G =0.55 OR GREATER DENSITY. 8. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDES STUCCO, FOAM, BRICK, AND 0114ER WAIL FINISHES. 7. ANCHOR SCNEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHAU. APPLY. 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 14E848825, 207 INTO PLYWOOD. 9. WOOD 01005 (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 10. MACHINE SCREWS SHALL HAVE 0DBM1114 OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK 801.7) U.N.O. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR 1151. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE. Ng 08 -M -0002 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Arch Windows, LLC dba AWP 8130 NW 74th 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 — N.L APPROVAL DOCUMENT: Drawing No. W96 -35, titled "Series 580 Alum Single Hung Window (N.L)" Sheets 1 through 5 of 5, dated 10/10/96 with revision G dated 05/06/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09 -0316.10 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buildingcode NOA No. 10-0518.11 Expiration Date: November 14, 2012 Approval Date: August 25, 2010 Page 1 Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 G dated 05/06/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, 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 TAS202 -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. (Submitted under previous NOA#09 -0316.10) 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. FM-4443, dated 01 /26/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA#09 -0316.10) 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 w/ 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 previous NOA #02- 0507.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation . diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" inn. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3861, dated 08/07/03, signed and sealed by Joseph Chan, P E. (Submitted under previous NOA #02-0507.06) E -1 Manuel Pe Product Control er NOA No. 10-0518.11 Expiration Date: November 14, 2012 Approval Date: August 25, 2010 Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 02/24 /09, prepared, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 4, 2010, signed and sealed by Javad Ahmad, P.E. 2. Proposal # 06 -2529 issued by BCCO to Yale Ogron Windows & Doors, Inc. dated 02/07/07, signed by Manuel Perez, P.E., Product Control Examiner. G. OTHERS 1. Notice of Acceptance No. 09- 0316.10, issued to AWP, LLC for their Series 580 Aluminum Single Hung Window, approved on 05/06/09 and expiring on 11/14/12. nuel P ' _ P.E. Product Contro ' 1 finer NOA No. i' 1 18.11 Expiration Date: November 14, 2012 Approval Date: August 25, 2010 E -2 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 2007 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 DR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 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 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTNS (SURFACE APPLIED) MAY BE USED 53 1 /8° 6" MAX. HEAD CORNERS VENT WIDTH TOP CORNERS OF ARCH TOP WOWS TO BE SECURED BY SCREWS OR SPOT WELDING n A -i 0 53 1/8° WINDOW WIDTH 50 1/13° 0.1. OPG. (FOMED) 13 5/8" MAX. /7/ I ./ 8' MAX. HEAD CORNERS ,33 TYPICAL ELEVATION TESTED UNITS 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. 48 1/2' D.L. OPG. 50 11/16" VENT WIDTH CNA RA. PE q�70592 CAN. 38 MONOLITHIC GLASS NON IMPACT iA Si of u cz i 1 .$x x 6 1 8 tf c " 0 drawing no. W96 -38 (sheet 1 of 5 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 1/8" ANN. GLASS 8/16" ANN. GLASS 3/18° 1'BMP. GLASS ANCHORS METHOD 'A' ANCHORS METHOD '8' ANCHORS METHOD 'A' ANCHORS METHOD '6' ANCHORS METHOD 'B' WIDTH HEIGHT EXT.(4) 1N7.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +)- 1NT.( -) EXT.( +) 1NT.(-) 19 -1/8" 28 -1/2" 37' 42" 46" 53 -1/8" 28' (3) 80.0 80.0 80.0 80.0 80.0 121.8 60.0 125.0 60.0 210.0 60.0 800 80.0 80.0 60.0 87.4 60.0 125.0 80.0 179.7 541 54.9 80.0 600 54.9 54.0 60.0 112.9 60.0 112.9 48.6 48.8 60.0 79.3 48.6 48.6 80,0 95.9 60.0 95.9 39.5 39.5 52.7 52.7 39.5 39.5 60.0 81.3 80.0 81.3 34.9 34.9 38.8 36.8 34.9 34.9 60.0 71.9 60.0 71.9 19 -1/8° 28 -1/2" 37° 42' 46' 53 -1/8" 38 -3/8" (4) 80.0 80,0 60.0 80.0 80.0 109.9 80.0 125.0 60.0 210.0 60.0 79.3 80.0 80.0 60.0 79.3 80.0 125.0 80.0 163.1 56.8 56.8 80.0 75.6 58.8 58.8 60.0 116.8 80.0 1168 50.0 50.0 56.3 56.3 50.0 50.0 60.0 102.9 90.0 102.9 37.0 37.0 37.0 37.0 439 43.8 60.0 90.1 80.0 90.1 - - - - 39.8 39.8 60.0 81.4 60.0 81.4 19 -1/8" 28 -1/2° 37" 42' 48' 53 -1/8" 50 -5/8" (4) 60.0 80.0 80.0 80.0 60.0 83.3 80.0 125.0 60.0 171.3 80.1 60.1 80.0 80.0 80.0 60.1 60.0 123.7 80.0 123.7 43.1 43.1 60.0 84.8 43.1 43.1 60.0 88.8 80.0 88.6 - - - - 37.9 379 60.0 78.0 60.0 70.0 - - - - 33.2 33.2 60.0 88.3 60.0 88.3 - - - - 30.0 30.0 60.0 91.7 60.0 81.7 19 -1/8" 28 -1/2" 37" 42" 48" 53 -1/8" 59' (5) 60.0 80.0 60.0 80.0 60.0 89.3 80.0 125.0 60.0 183.8 80.0 64.5 60.0 60.0 80.0 64.5 60.0 125.0 80.0 1321 48.2 462 47.9 47.9 48.2 46.2 60.0 95.0 80.0 95.0 - - - - 40.7 40.7 60.0 83.7 60.0 83.7 - - - - 35.6 35.6 80.0 73.2 60.0 73.2 - - - - 32.2 32.2 80.0 84.0 80.0 88.2 19 -1/8' 28 -1/2" 37' 42" 48° 53 -1/8" 83° (8) 80.0 80.0 80.0 80.0 60.0 100.4 60.0 1250 60.0 208.5 80.0 72.5 60.0 78.7 90.0 72.5 60.0 125.0 80,0 149.0 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 65.1 80.0 93.1 - - - - 40.0 40.0 60.0 71.9 60.0 759 - - - - 38.1 38.1 60.0 82.7 80.0 65.4 19 -1/8' 28 -1/2° 37' 42' 48' 53 -1/8° 74 -1/4° (6) 80.0 74.8 80.0 74.6 80.0 85.2 60.0 125.0 80.0 175.2 60.0 81.5 80.0 64.1 80.0 61.5 80.0 113.4 60.0 128.5 - - - - 44.0 44.0 80.0 82.0 60.0 80.8 - - - - 38.8 38.8 60.0 74.8 60.0 79.8 - - - - 33.9 33.9 80.0 85.5 80.0 89.8 - - - - 30.7 30.7 58.0 58.0 60.0 80.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1/4" 0W. ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS 3/18" MA. ANCHORS AT 2415 LOCATION FOR LOWER HALF OF JAMBS 1/4° Da. ANCHORS AT THIS LOCATION FOR UPPER & LOWER HALF OF JAMBS ANCHORS METHOD "A' ANCHORS METHOD 'H' -- [WINDOW WIDTH] WINDOW 8102}) I klANDOW WIDTH] WINDOW W9)TH APPROVED CONFIGURATION$ SHAPES SHOWN ABOVE OR SWIM GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engn 41080 440040 R.A. # IA 70592 C.A.N. 3539 P84DUCF 94YA6,55 � aang@�ba8 aikb4c d Nn 7 u m tpp FN O � � g 8 Zith z A M fi 9 Fl La 8 drawing no. W96 -38 shoot 2 of 5 TYPICAL ANCHORS I /4° TAPCONS SEE ELEV. FOR SPACING MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WI 4 OPTIONAL MO LATCH 4 8 d a da e d G NO AId:NO 5 REOd. AI SILL a TYPICAL ANCHORS #10 SOS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY AWP WDW. 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" TAPCOI4$ (SEE SHEET 2 FOR USE OF 3/16" TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN, PENETRATION INTO WOOD THRU By 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 412 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 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 11O SMS OR SELF DRILLING SCREWS 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 EOUIV. 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 Env 4AVAO AMMO CIVIL FIJI. PE / 20562 CA.N.:fsw8 2010 PRODUCT IIEYLSBO P o4 Piss* Mamma Sr, cam' .Tr.ZTNr, V z g F I z e _ _ 7—' drawing no. W96 -38 sheet 3 of 5 ) METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS 010 5M5 SEE ELEV. FOR SPACING WINDOW VIDTH WINDOW WIDTH 3/IB' MAX. O SHIM VENT WIDTH D.L. OPG 1/4' SHIM MAX. EXTERIOR D.L. OPG UM # PART 1 READ. DESCRIPTION MATERIAL MANF. /SUPPUER/REMARKS 1 YE -169 1 FRAME HEAD 6063 -76 - 2 YE -167 1 1 AME SILL 6083 -T6 - 3 YE -102 2 FRAME JMIS 6083 -T6 - 4 YE -152 1 FIXED RM. 8063 -T6 - S YE -151 1 VENT TOP RAIL 6063 -T6 - 6 YE -168 1 VENT BOTTOM RAIL 6083 -06 - 7 YE -920 2 VENT JAMB 6063 -75 - 8 - AS Rum. GLAZING BEAD ALUMINUM ROLL FORMED 10 - 2/ VENT 8L0CM & TACKLE BALANCE - - 11 01-511 AS REKXD. 81.11.13 VINYL PVC SINGLE 12 YH -510 AS REIM. BULB VINYL PVC SINGLE 13 YH -509F AS REIXD. PILE- SCHLEGEL.187 X .250 - FM SEA. (DOUBLE) 14 YH -504 2/ VENT VENT LATCHES NYLON/CELCON AT 6° FROM ENDS 14A YN -515 2/ VENT CAM LOCKS ZAMAK AT B' FROM ENDS 15 110 X we 8 FRAME ASSEMBLY SCREWS CRS PLATED. PH SINS 16 08 X 1. 2 FIXED RAIL SCREWS CRS CAD PLATED. PH SINS 17 18 8 1 -1/4" 4/ VENT VENT ASSEMBLY =RE IM CRS CAD PLATED. PH AS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY ][ VINDOV WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4' SHIN MAX. 28Y BUCK t� STRUCTUt� PlIgh si TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY Env: JAVAD ANMAO OWL FLA. PE 0 70592 C.A.N. 2538 10 5 d i6 2 8 4 1 drawing no. W96 -38 sheet 4 of 5 • 2.220 827 .680 FRAME HEAD 1.327 .881 .812 1 .082 1.437 .082 FIXED RAIL r_.99.1 .., Fro I • 055 182$ I 812 L VENT TOP RAIL 1.592 3.125 2.887 .055 2.583 J.812L VENT BOTTOM RAIL 1.070 FRAME SILL 1.125 ,055 .812 el 887 b- VENT SIDE RAIL .1 .930 2.104 .055 1.292 .812 E179 1.817 FRAME JAMB 3/4' WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG $.H. FRAME CORNER DETAIL S.H. VENT CORNER DETAIL 44840 AHNA0 FLA. PE S 70592 CAN. 538 2010 Mt MCI' S 2tiufl Dad .SCylT,9G �4rV t F Ohl x x 5 5 �8 0 C e 0 I k drawing no. W96 -38 (sheet 5 of 5 ) •