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WS-14-1331Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214645 Permit Number: WS -6-14-1331 Scheduled Inspection Date: March 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: JULMISSE, HARRY AND CARMELLE Work Classification: Window/Door Replacement Job Address: 24 NW 109 Street Miami Shores, FL 33168-4315 Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALL 16 WINDOWS WITH IMPACT Phone Number Parcel Number 1121360110190 INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 04, 2015 For Inspections please call: (305)762-4949 Page 3 of 38 Inspection Worksh et Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226956 Scheduled Inspection Date: February 02, 2015 Inspector: Rodriguez, Jorge Owner: JULMISSE, HARRY AND CARMELLE Job Address: 24 NW 109 Street Miami Shores, FL 33168-4315 Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALL 16 WINDOWS WITH IMPACT Permit Number: WS -6-14-1331 Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number Parcel Number 1121360110190 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-226032. CREATED AS REINSPECTION FOR INSP-214644. Missing sealant on bottom track fasteners Gaps bigger than 1/4" Failed Supply letter from Arch/ Eng for structural attachment with 2X Letter does not address securing of @x Correction`ay Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 30, 2015 For Inspections please call: (305)762-4949 Page 12 of 31 Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: ymisojedape@aol.com www.ojedape.com WINDOW BUCKING INSTALLATION LETTER OF COMPLIANCE Project Address: 24 NW 109 Street Date: 01-29-2015 Miami Shores, FL 33168 Building Permit Number: WS -6-14-1331 To: City of Miami Shores Building Department: After inspecting the window bucking installation at above address, I can certify that 1/4" Dia. x 3-%2" long "ultracons" concrete anchors with 1-3/4" embedment into concrete, installed 4" from wood buck ends and @ 10" o.c. are securing the 1 x 4 Southern Yellow Pine Pressure Treated wood bucks to the existing concrete substrate. To the best of my knowledge and professional belief, the wood members, connectors and sealing procedure used for the aluminum impact window wood buck installation at above address provide full support to window frames and will safely transfer wind loads to the main structure of the building complying with FBC-2010 High Velocity Hurricane Zone requirements. Sincerely, Yuris Ojeda, P.E. Lic No. 72071 PREPARED BY: Y MS OMA, P.E. 4tkta4L BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 JUIN 3 a 2014 FBC 20/() Master Permit No.U)� /�Z —133j Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Submittal Fee Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ U - U-) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2-0 JOB ADDRESS: `'1 LYS ®� �7� City: Miami Shores County: Q // Miami Dade Zip: ? 3 b Folio/Parcel#: Is the Building Historically Designated: Yes jz NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0— I L I,p�6 ` c1P . Phone#: _n' Address: Liz kA City: V, mAAa.e , '�?�4 State: � Zip: 33fL. Tenant/Lessee Name: Phone#: Email:COO CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ AdditionAlteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ U - U-) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2-0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip e 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. c Signature _ (71`L .1 4 � e �� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 423 day of J (1�i 7,o , 20 ) LI . by J (lr) b !L -:L %.S6�virho is personally known to me or who has produced�lPM�.1/':� Tri 1n:,iSSCap identification and who did take an oath. NOTARY PUBLIC: Prr t: LN',4QW Notary Public State of Florida Seal:; Joanna M Feliciano �My CommissionFF 082753 Expires 01/12/2018 CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY c Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUIL6kR DISCLOSURE STATEMENT NAME: DATE: ® 3 f� 2 ADDRESS: 14A� j loot o M( 0_ AAL 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 personas 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. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 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 fled 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— eJ 4. 1 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_ S. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 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 erasure that the persons whom I employ have the license required by law and by county or municipal ordinance. `—� Initial 7. 1 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. /Q Initial l'_� 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial L9 ' I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial_ 10. 1 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 http:lh~.myfloridalicense.com/dbor/pro/clib/index.html Initial�� 11. 1 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: 2( Initial 12. 1 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_ Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property 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 day of20 / C l3 ;Gl r -4M&-/ 1 f Z 0 )M) SS e. who was personally known to me or who has Produced there License or L-1 moo? 100s6 %SG —(—j as identification. N L -&AA , '2 1,1^0. OWNER e ry �tff Flarlda Joan�ti''�ho My Commission FF 082753 ovpo Expires01l12P2018 MIAMFDADE MIOR DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE AD14IINISTRATION DIVISION T QW 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www mWmidnd&J2X economy Trulite Window & Door Solutions, LLC 8130 NW 7e 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 and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111600 Impact View" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw:', sheets I through 5 of 5, dated 11/18/03, with revision D dated 12/23/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its 2iltr1but8ss and shall be available for inspection at the job site at the request of the Building Official. ' • • :Tl�rsZg4)A renews TOA# 12-0118.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as . . • • • • �appreva>•do;Aeat mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . •.• . •.• . . NOA No. 13-0326.09 cOO TY ' Expiration Date: March 04, 2019 �r Approval Date: June 06, 2013 . • . . Pagel •.• •.• . . . . . . . . . . . •• •• . • . •• .. ... . . . ... . . Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA#031203.02) 2. Drawing No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw." sheets 1 through 5 of 5, dated 11/18/03, with revision D dated 12/23/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-011&21) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03-1203.02) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3763, dated 05/03/03, signed and sealed by Joseph Chan, P.E. (Submitted underNOA#03-1203.02) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 11/03/08, 09/03/10, and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-011&21) 2. Glazing complies with ASTM E1300-04 ....... . .. . . . ......... . .. ... .. . .... . ..• . ..• . . .. . . . . . . . :0: . . .. . . . . . ... . . . . ... . . E-1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Manuel Per , .E. Product Control xa ner NOA No. 13- 26.09 Eiepiration Date: March 04, 2019 Approval Date: June 06, 2013 Trulite Windmw & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 10-0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. E. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated March 19, 2013, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 12-0118.21, issued to Trulite Window & Door Solutions, LLC, for their Series "1600 Impact View" Aluminum Horizontal Sliding Window — L.M.I., approved on 03/15/12 and expiring on 03/04/14. ....... . .. .. . ......... . •• ••• •• • • • •• • ... . ..• . . ... . . . . . . . . . . . .. . . . . . . .. . . . . . . . . E-2 .... ....... . . ..... . ... . ...... . .... .... . . .... . Manuel P ez, P.E. Product Control i9xalAiner NOA No. 13- d26.09 Expiration Date: March 04, 2019 Approval Date: June 06, 2013 ESION ]AAD CAPACITY - PSP (X0, OX OR XY SPL88 WINDOW DW. A OLASIL A' & W.(+) 1 TYPES 'D' INT -) WIDTH I "mm 28-1/2° 37' 63-t/8° 74" 20' (3j 3 80.0 1 140.0 4 90.0 140A 9 911.11 140A 7 80.0 140.0 281/2° 37- 83^1/8° 74" 38-3/8° (3)8 3 904 140.0 4 004 140.0 90.0 140.0 '7 SOON 140.0 28-1/--94.0 37" 83-1/8' 74- DO 8/9° (4) 1283 904 140.0 4 904 140.0 0. 90.0 140A 7 90.0 131.1 28112` 37° 83-1/8° 74• 83° (8) 3 90.0 140.0 4 90.0 140.0 8 90.0 109.9 7 89.8 893 24• 38• 48- 72• (2) 2 90.0 140A 3 904 140.0 4 904 14OA 8 004 140.0 8 90.0 140.0 24• 38• 48•( 80- 72• 8 2 90.0 140.0 3 90.0 140.0 4 00.0 140.0 8 904 140.0 8 90.0 140.0 24• 38- SOB° 80• 48* 2 90.0 14.0.0 3 90.0 140.0 4 90.0 140.0 9 90A 140.0 8 90.0 140.0 L 10 2 90.0 140.0 3 90.0 140.0 4 90.0 128.8 8 96.0 108.9 8 90.0 98.3 A - NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB �$ A LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XX' 'XO OR OX' DESIGN LOAD CAPACITY - PSI (XOX SIZES) WINDOW DIME. A OTASS 'A' & ETR.(+) T1lPXS 'B' 71IDTH HEIOHT 74" 108-1/4" 111" � 7 90.0 140.0 9 902 140.0 10 BOA 140.0 74" 108-1/4° 111• 38-3/8' (3) 7 90.0 140A 8 80.0 1404 10 90.0 1404 74' 100-1/4° 111• 80-8/8° (4) 7 GAM 140.0 8 1283 10 4010 124.2 74" 1081/4" 83• 1 (8) 7 90 178.9 9 0070 91.8 72" 84" BSO° 108• 24" (2) 1 8 90.9 1411.0 7 sojo 1404 8 90.0 140.0 0 wo 140.0 7Y 84" BB° tow 38• (3) 8 140.0 7 9 140.0 8 8 1404 9 900 1 140.0 72° a4• 98" 108° 4B" (4) 8 940 140.0 7 00.D 140.0 8 902 140.0 9 904 130.7 72" 84- 98° 108° so" (8) 8 80.0 1222 7 402 113.8 8 804 104.0 9 804 97.8 A •• NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO 13E 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSP (XOX SIZRS) WINDOW DUM OEM TYPES A 'A' & 'li tM.(+) INT-(-) (1/3W) (1/m (1/3IB) 20• ' (3) y r 9 e6.0 140A OPERATING VENTS TO 13E 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSP (XOX SIZRS) WINDOW DUM OEM TYPES A 'A' & 'li tM.(+) INT-(-) WIDTH NOW • 74° 109-1/4° 111" 20• ' (3) 7 90.0 140A 9 e6.0 140A 10 90.0 140.0 74 108•-1/4° 111° 38-3/8° (3) 7 90.0 140.0 9 BOA = 140A 10 90.o 138.2 74.• 108-1/4 111° so -/S. (4) 7 80.0 14MO 8- 904 113.4 10 80.0 1083 74' 1081/4" 03- (8) 7 80.0 110.8 9 90A 90.7 j2° 84° B0° 108" 24• (2) 0 BOA 140.9 7 90A 140.0 8 80.0 140.0 0 804 1480 72" 89' 98• 109° 38• (a) 8 90.0 14&0 7 80.0 140.0 8 80.0 14.00 a $0.0 140.0 72• Be e9' 108° 48• (4) 8 90.0 140.0 7 80.0 138.2 B 90.0 130.1 a 80.0 118.3 72• Be w(8) 108° 8 80.0 1133 "!z 110.3 B 90.0 102.5 9 00.0 97.1 A - NO. OF ANCHORS PER WM & SILL ( ) - NO. OF ANCHORS PER JMdB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • • • • %ft RODUC1'RENP11O • • • • • U uc�plylttl�9wHh18eL0a • • ,ding di AccepW Cod1eB t? • • • . • . • . p11mutm va1r i •wag" YAD PxornTCYgij{,T • 8 FU. P 70892 1 d� Id4FWt1Qa A>� 1 , NOTE: ., Avoptmua� �,• GLASS CAPACITIES ON THIS SHEET ARE 2uiz • BASED ON ASTM E1300-04 3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCAO5-DEC-219 1 , Goo** • • •••••• 00 0 0000 M• •• a-uo • • S • w}ng • • 3--t" :• Nt2of5 • 00.00• • 0000•• (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • • • • %ft RODUC1'RENP11O • • • • • U uc�plylttl�9wHh18eL0a • • ,ding di AccepW Cod1eB t? • • • . • . • . p11mutm va1r i •wag" YAD PxornTCYgij{,T • 8 FU. P 70892 1 d� Id4FWt1Qa A>� 1 , NOTE: ., Avoptmua� �,• GLASS CAPACITIES ON THIS SHEET ARE 2uiz • BASED ON ASTM E1300-04 3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCAO5-DEC-219 1 , Goo** • • •••••• 00 0 0000 M• •• a-uo • • S • w}ng • • 3--t" :• Nt2of5 • 00.00• • 0000•• SRALANTS: . • - 000.00 •• g FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL. ¢ngn to AH PRODY(a90G1titD ED • ° SEALWITH WHITE/ALUMINUM COLORED SEALANT. M avea®ptyingw9b0tote{ml� q �m 8a l z� K c0m WEEPHOLES: W1 = 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC BAFFLE W2 = 3/4" X 5/8" WEEPHOLE AT EACH END W3 = 1-1/4" X 1/4° WEEPHOLES AT 18-1/2" FROM EACH END p . tam j%fld a ,o Accolma 140 . ear• 21112: • • •. 0000•• L. • • • 1'*..I I t, • . • 00 0 . I L 'J • drowh • • �I103 • s est 0000.• • .••• WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, 7MCAL ANCHORS: am aw. FoR wmKo 1,/4' DIA. ULTRAC014 BY 'ELCO' (Fua177 Kst, Fy=18S Km) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 10Y SUCKS INTO CONC. OR MASONRY 1-1/4' MW. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SOR (QMK 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA MW. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRUIND SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090' (NO SHIM SPACE) gtODOCT REm %vw TYPICAL EDGE_ INSTAANC s+cbmplgtngwu6theN[a�6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. RoldtngCode Acteptaect Ne b.p� INTO WOOD STRUCTURE a 1" MIN. rtan BAN 1`} INTO METAL STRUCTURE = 3/4" MW. 000 gT • CONCRETE AT MO. SILL OR JAMBS fe m 3000PSI • • lhlamt Pa C-90 HOLLOW/FILLED BLOCK AT JAMBS fm d P31 ON. 000 SRALANTS: . • - 000.00 •• g FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL. ¢ngn to AH PRODY(a90G1titD ED • ° SEALWITH WHITE/ALUMINUM COLORED SEALANT. M avea®ptyingw9b0tote{ml� q �m 8a l z� K c0m WEEPHOLES: W1 = 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC BAFFLE W2 = 3/4" X 5/8" WEEPHOLE AT EACH END W3 = 1-1/4" X 1/4° WEEPHOLES AT 18-1/2" FROM EACH END p . tam j%fld a ,o Accolma 140 . ear• 21112: • • •. 0000•• L. • • • 1'*..I I t, • . • 00 0 . I L 'J • drowh • • �I103 • s est 0000.• • .••• SERBS -18m W= I*w Nm Mgt am 6D@ MMM MM & DOOR SLUH , LLC 8130 N.W. 74TH AVE. MEDLEY, FL 33166 To- CM51 as- yeas FAX (300 803--1309 0 0 e AL-FAROOQ CORPORA77O11i �I a 7235 S.W. 87 AVE MIAMI, FLORIDA 33174 FRAME HEAD 1.434 1.123 .082 1• VENT T0P/8OTf0M RAIL FRAME SILL ata r 1.491 SILL TRACK im .082 3 i� fa66 FRAME JAMB MEETING RAL (� 2.273 I Lata 1 11111111 d ae2 3.334 FD(ED MTO. RAIL .941 1.930 ala GLAZING BEAD mm 1.624 1 mompum MATIm" MdNF.JBUPPLBE%B66fA)0� I .062 t MAX WAD 2886 JAMB STILE FRAME SILL ata r 1.491 SILL TRACK im .082 3 i� fa66 FRAME JAMB MEETING RAL (� 2.273 I Lata 1 11111111 d ae2 3.334 FD(ED MTO. RAIL .941 1.930 ala GLAZING BEAD mm PM $ WUAINnff mompum MATIm" MdNF.JBUPPLBE%B66fA)0� I VE -1600 t MAX WAD 8083 -TO » 2 YE -1601 1 1 FRAM 58.1. 6083-10 ^ 3 YE -1802 1 FRAME 4M6 8083-T0 - 4 YE --1606 1 SILL 19AI X HOW 0083• -TB - 6 YE -1803 I/ VENT FM RAO. 8083-78 - 8 YE -1704 1/ VERT VENT NO= RAIL 8983-T8 - 7 -YE-11604 I/ VW 4M WU X83^78 ^ 8 YE -1707 AS NX. MAM OM 8083-75 - 9 1 YE -1708 1 2/ VENT TOP AND BDVW RAR 6083-% - 10 - I - - - 11 YR -11808 1 2/ VENT ROLLER ASSEMM.Y NYLON YALE, r FNU FACH EW 12 W-718 2/ VENT' VENT LAMM AT 8-1/2° & 40-1/2° FROM Fa 13 YF -82 2/ WOR VENT IATdt SORM - - 14 YR -422 AS RWD. 8188 W8TWPBW - 31A.U18N & SUWYAM 18 YR -8009 A9 R17DL FIN SFAL V18TMPPWO » ULIWFA9 18 W-10 AS RfigR ASI MM.Y SOUM OR6 in X 1° PAL SMS 17 YR -1602 2/VENT TOP a= - VIWL YALE 18 YR -1803 2/YEW $Or= GUM STM va 10 YF 71 2/ OUWE OLYOE SOt - SMS 20 YH-1801 1/ fl1EEP OPRt OEM. FOAM PAD V X V X 3/47) YALE 21 OPEN WL FOAM PAD (1-1 4° X 1/4° 1 1�/4') YALE 22 WEEPROIE COVERS YALE RENEWOU g a1f6 ao ukdk VENT MIRAMuM C�� • • < m n o • • •••••• •• • ••• • EW:WO �C�A.A1 Npp PRODYf�'itGWLSBb • 4 • 8a comptYbg lYlOtOm Ft011Aa .1- � � • •• F PE sOlM2- EMild&Oj�ati sA U .. te21q Ueh IY• � p � � • • • 1 �Q�� P i tlr9wlrtg no. • a } •. • 103-1�}• .�. . .. • ..t sols • •• • Ilk 8 22 3/8' D.L. oPo. 27° THESE WINDOWS ARE RATED FOR LARGE MISSR.E IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW .ALUMINUM HOMONTAL SLIALNG SYINAO�ii DESIGN LOAD RAMOS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WOW. WITH OTHER MIAMI—DADS COUNTY APPROVED WINDOWS USING MM—DARE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS 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 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EATBEDGIENT 70 BASE MATERNAL SHALL BE BEYOND VZALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERKS INCI.UOINO BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 47 3/4 D.L OR 84 3/4 ENT W® 'xox' 22 TYPICAL ELEVATIONS TESTED UNITS 3/18' ANN. GLASS —3/1 .680"pD(/INTERLAYER Y SEX/KEEP3AFE INdIMUM' BY OLUTIA 3/1S' ANN. GLASS am YYHH-022 SILICONE DOW CORNING 1199GE 2800 i. 'I SONINEE MOREHEAD 8731 C G' ANN. GLASS 100' INTERLAYER IAVEKOL—M. REM BY 'SURFACE SPEOW.TIW r3/16' AWL'GLASS �� M. Ian � GLASS MAZING, 1 :r_ 1 I 'XO, Ox OR XX' um 110SY ba"-,— amno • MOR406 8731 • • 000 • tr • • EM 4MM ARM 1iO�'yt�18TfD t�, nA.0 N.'383S 92 B Rim o • k . N ��IQi • � � •Ii i� � *.;R 903--4 rawing 2012 • •••••• • sheet 1 of 5 I* r• • • • MMS E GINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. P- FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum . Effective Wind Area or, Tri utary Area Effective Wind. Area or, Tri buta ` Area in Square Feet 10 20 1 30 40 50 10.' 20 1 30 40 50 60 1.00 0.95 0.92 0.89 •0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35,7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6. '40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 1 51.2 49.8 1 48.8 48.1 47.4' Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum . Effective Wind Area or, Tri utary Area in Square Feet 10 20 1 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8. -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -433 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40. -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures ExposureC For the - 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, TrI utary Area in Square Feet Height 10 20, 30 40 50 60.1 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13- •, ••• 1 -54.1 -50.4 -48.3 .-46.8 -45.6 -44.7 .20 : -57.2 .-53.4 -51.1 -49.5 -48.3 -47.3 .. • ,.; •2 • -59.8 -55.8 -53.4 . -51.7 -50.4 -49.4 30 -62.3 -58.1 -55,7 =53.9 -52.6 -51.5 . . 8211 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 . 50 S :: -69.3 -64.7 -61.9 -60.0... .-58-:5 -- -57.3 .: 0.060 •.• •. -71.9 -67.0 1 -64.2 1 -62.2 -60.6 . -5 IV _._ . • . ,L9ngtb.9f Vnd 7 -one (a): 10% of least horizontal dimension or .4 h, whichever i • �jt?otolesh thin 4% of least horizontal dimension or 3 ft, (h..=- mean roof heig t . • .. • •• • . . ... . .. .... . . NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R OFS.