Loading...
WS-14-2533Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224988 Permit Number: WS -11-14-2533 Scheduled Inspection Date: December 12, 2014 Inspector: Rodriguez, Jorge Owner: CAMILA PRANCKEVICIUS, LEANDRO runeeC w7'ucnn Job Address: 1215 NE 97 Street Miami Shores, FL 33138-2559 Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 305-733-7274 1132050090380 Contractor: EAST COAST WINDOWS & DOORS. INC Phone: (954)581-2113 Building Department Comments RETROFIT 10 WINDOWS AND 1 DOOR WITH IMPACT INSPECTOR COMMENTS False December 11, 2014 For Inspections please call: (305)762-4949 Page 21 of 30 Inspector Comments Passed at- CREATED AS REINSPECTION FOR INSP-223506. Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 11, 2014 For Inspections please call: (305)762-4949 Page 21 of 30 L�QA l\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Nov 17 2014 ��� � // FBC 2010 BUILDING Permit No. to) PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: _/.2/6- A) e 9 7 3} City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /- J- b6 r% D 380 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):_Lea ndm A 2eVe & Phone#: bow - Address:/o2 /$' A.) &— 9-7 City: A4 i a mi Shores State: F/- 3/ 3 Se TenandLessee Name: Phone#: Email: CONTRACTOR: Company Name: East Coast Windows & Doors. Inc Phone#: q54-581-2113 Address: 1111 5W i Avenue city: Pompano Beach state: FL zip: 33060 Qualifier Name: Edward J Morris Phone#: q54-240-4832 State Certification or Registration #: C66 1504443 Certificate of Competency #: Contact Phone#: q54-581-2113 ext 201 Email Address: eleanor(MeastcoasbA)Indows.wrn DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 11, JUS jo Square/Linear Footage of Work: Zl Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Retrofit (/0) windows and ( / i doors with impact Color thru tile: CO Submittal Fee $ .5 (06. Permit Fee $ tel Q .\ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ L--). Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ r` Structural Review $ 9 TT TOTAL FEE NOW DUE $ Id Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State s Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a pr ved and a reinspection fee will be charged. VOwner or Agent The foregoi g instrument was acknowledged befXPAII me t day oj�, 201 t' , by � , who is personally known to me or who has produced9.2L- As identification and who did take an oath. NOTARY PUBLIC: Sign: G-Ye4 (�,Y26Ji ) /la Print: .+ 6� My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of ack'20 by Eduard _I Morris , who is <Eonall known to r who has produced as identification and who did take an oath. NOTARY PUBLIC: MissioN •��`�y-�,�ds •• :� Sign: Print: rc • 2 #FF 136248 �y �y •?Ofa eonded �N Ove - O �� 9y�?u61ic Una;• Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) MyC Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD WE 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORRIS, EDWARD JAY EAST COAST WINDOWS & DOORS INC 1711 SW 7TH AVE. POMPANO BEACH FL 33060 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants and they keep Florida's economy strong. Every day we work toimprove the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 STATE OF FLORIDA DEPARTMF { �F BUSINESS AND PROFE�Zi4GULATION 4` CGC1604443 / 06/23/2014 CERTIFlED G r J7 MORRIS, EAST COASTS IVC MCERTIFIED uniet the provisions of Ch.489 FS. i, EsOation !fate : AUG 11, 2016 L140G130000647 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION ,INDUSTRY LICENSING BOARD I GGC1604443 Named below IS CERTIFIED Under the -provisions of Chapter 489 FS Expiration date: AUG 31, 2016 EAST GOASI 17'11 -SW 7TF POMPANO 8 JAY- - AtH. Fi.:3�Q60 0 _ b� AtH. Fi.:3�Q60 0 EASTC06 OP ID: D3 CERTIFICATE OF LIABILITY INSURANCE COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DATE 0610 712 0 1 YY) 05/07/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Brown & Brown of Florida, Inc. 1201 W Cypress Creek Rd # 130 P.O. Box 5727 Ft Lauderdale, FL 33310-5727 CONTACT NAME: PHONE 954FAX AIC No E -776-2222 xt : AIC No): 954-776.4446 E-MAIL ADD ss: 103GL000399200 Andrew Noye, CIC, CRIS INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Colony Insurance Company 39993 DAMAGE TO RENTEff- PREMISES Ea occurrence $ 100,00 INSURED East Coast Windows & Doors Inc INSURER 13: National Trust Insurance Co. 20141 Attn: Kelly 1711 S.W. 7th Avenue INSURER C: RetailFirst Ins Co INSURERD: Pompano Beach, FL 33060 INSURER E : B INSURERF: LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNED HIRED AUTOS LXAUTOS COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 LTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER PMIDD1D E� POLICYEXP YY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE I OCCUR 10050 NE 2nd Avenue 103GL000399200 05/07/2014 05/07/2015 EACH OCCURRENCE $ 1-,000,00 DAMAGE TO RENTEff- PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRO LOC POLICY X PRODUCTS -COMP/OPAGG $ 2,000,00 Emp Ben. $ 1,000,00 B AUTOMOBILE JX LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNED HIRED AUTOS LXAUTOS CA00184083 05/07/2014 05/07/2015 COMBINED SINGLE LIMIT 1 Ea accident,000 ,00 BODILY INJURY (Per person) $ BODILYINJURY (Per accident) $— PROPERTY DAMAGE $ PER ACCIDENT) A X UMBRELLA UAB EXCESS LIAB X OCCUR CLAIMS -MADE XS170066 05/07/2014 05/07/2015 EACH OCCURRENCE $ 2,000,00 AGGREGATE $ 2,000,00 DED I X I RETENTION $ 0 $ C WORKERS COMPENSATIONX AND EMPLOYERS' LIABLITYLIMITS ANY PROPRIETOR/PARTNER/EXECUTiVE YIN OFFICER/MEMBER EXCLUDED? F7NNIA (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below 052042030 05/07/2014 05/07/2015 WCYTATU- OTRH- E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) Excess Liability does not go over WorkeGCrs Compensation and Employers Liability. CGC 1504443 CERTIFICATE HOLDER CANCELLATION ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMISH THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue Miami Shores FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD RROWARD COUNTY LOCAL BUSINESSRECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: EAST COAST WINDOWS & DOORS INC Receipt#:5GENERALICONTRACTOR (GENERAL Business Name: Business Type: CONTRACTOR) Owner Name: EDWARD J MORRIS Business Opened:12/04/2002 Business Location: 1711 SW 7 AVE State/County/Cert/Reg:CGC 1504443 POMPANO BEACH Exemption Code: Business Phone: 954-581-2113 Rooms Seats Employees Machines Professionals 5 For Vending Business Only Number of Machines: Vandine Tvna Tax Amount Transfer Fee NSF Fee 1 Penalty Prior Years Collection Cost I Total Paid 27.00 0.00 0.00 0.00 1 0.00 1 0.001 27.00 r. THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: EAST COAST WINDOWS & DOORS INC 1711 SW 7 AVE POMPANO BEACH, FL 33060 FVE [R NOV �2/ A 201 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE NOTICE TO PROPERTY OWNERS Miami Shores Village will use the assessed value of your structure (excluding the land) re rded by the Property Appraiser's Office. If you disagree with the Property Appraiser's valuation of the cture, you may engage a property appraiser licensed by the State of Florida to submit a comparable roperty appraisal for the total market value of the structure. hed copy). 'o You must obtain and submit to the Building Department a detailed and complete cost esi for the addition, remodeling, reconstruction or for repair of all the damages sustained by your hprepared lowest floor and signed by a licensed general contractor. The contractor must sign an affidavit indicahat the cost estimate submitted includes all damages or all improvements to your home, not just stru1. The signed contract document must be submitted with your application. If the owner is acting as his r own contractor, the owner Is responsible for submitting the cost estimate, and providing docuation, Only parking, building access and limited, incidental storage is allowed below the flood leve. including subcontractor bids, to document the cost estimate. residential buildings may be "flood -proofed" instead of being elevated. The Building Department will evaluate the cost of improvements or repairs and determine if they are fair and reasonable. For damage repairs, pre -storm prices and rates will be utilized. The cost o improvements or repairs does not Include items not considered a permanent part of the stn icture. (i.e., pians, surveys, permits, sidewalks, pools, screens, sheds, gazebos, fences, etc. — see att hed copy). If your home Is determined to have "substantial damage" or is proposed to be "substantial[ Improved", then an elevation certificate must be submitted to the Building Department to determine the lowest floor elevation. Garages and carports are not considered to be the "lowest floor". II i If the lowest floor is below the 100 -year flood elevation, the building must be elevated to the 100 year flood elevation, or above, that level. Likewise, all electrical and mechanical equipment (heal ng and cooling, etc.), bathrooms, and laundry rooms must be elevated to, or above, the 100 -year flood level. Only parking, building access and limited, incidental storage is allowed below the flood leve. Non- residential buildings may be "flood -proofed" instead of being elevated. If the lowest floor of the structure, Including electrical and mechanical equipment and bathr m are already above the 100 -year flood elevation, the building can be repaired and reconstructed Nithout having to comply with the fifty percent (50%) rule. Building plans must be prepared to show how the building is to be elevated. if looted Ina zone, Coastal High Hazard Area, or if the building is to be flood -proofed, these plans must be pre red and c artifled by a registered professional engineer or architect Certificates for this purpose are available from the Building Department. IMPORTANT NOTE ON DONATED MATERIALS AND VOLUNTEER LABOR: The value placed on materials should be equal to the actual or estimated cost of all materia to be used. Where materials or servicing equipment are donated or discounted below normal market va ues, the value should be adjusted to an amount equivalent to that estimated through normal market ransaction. Self or Volunteer Labor: The value placed on labor should be equal to the actual or estimat d labor charge for repairs of all damages sustained the structure. Where non -reimbursed (voluntee labor is involved, the value of the labor should be estimated based on applicable minimum hourly w e scales for the type of construction work to be completed. Our permitting official based on his/her profs slonai judgment and knowledge of iocallregional wage scales can provide additional guidance to Jatermlne reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, Ing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ ] Spread or continuous foundation footings and pilings j { ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses j [ ] Wood or reinforced concrete decking or roofing { ] Floors and callings I ] Attached decks and porches [ ] Interior partition watts [ j Exterior wall finishes (e.g., brick, stucco or siding) Including painting and decorative moldings DQ Windows and doors { J Re -shingling or re -tiling a roof (] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ j Tiling, linoleum, stone or carpet over sub -flooring [ J Bathroom filing and fixtures [ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other d corative finishes) [ J Kitchen, utility and bathroom cabinets [ J Built-in bookcases, cabinets and furniture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment [ j Repair or reconstruction of plumbing and electrical services I I Light fixtures and ceiling fans 3 { ] Security systems (] Built-in kitchen appliances { ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems ALSO: ` [ j Labor and other costs associated with demolishing, removing or altering buildin components [ j Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications i Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, trans rt fees to landfill and landfill Upping fees), clean-up (e.g., dirt and mud removal, building dry qut, etc.) Items not considered real property such as: throw rugs (carpeting over finished floc rs), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming poolslspa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape Irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each ' m): 1. Completed and signed application for substantial damagefimprovement revs (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner" s Substantial Damage or Substantial Improvement Affildavil signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit sign 3d, notarized and dated (included In package). 5. Estimated Cost of reconstruction/improvement form (included In package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcont ctor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: L7 a c- pct ' 4'�2`f'h G..� — Property Owner's Name: Property Owner's Address: 12-15* g �— snLf T Awed e r°���r,� Property Owner's Phone Number: cam/ Contractor's Name: LdlSf gcj4j'' kJ Af�ulJ v9--LYQLtS` Ce. Contractor's Address: 1 -4 -ft Si.) -4 AA---)-NuL� '170: ICL --P� b Contractor's Phone Number: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport). Check one of the following: ] I am attaching a State Certified Appraiser's report, valuing the structure at: 3-?J3�? I am not attaching a State Certified Appraiser's report and I accept the use of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner: Date: �I,/Ff Contractor: Date: valuation of SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: tZt f NE 9+rN- Sf r at�'�M�' SA-AFrs, f -c- st -?8' Contractor's Name: Property Owner's Name. Ail&w^0o Property Owner's Address: Property Owner's Phone Number. 3y J, .S 1 -Oo 81 I hereby attest that the list of work and cost estimate submitted with my Substantial Dame Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED structure including all additions, Improvements and repairs and, If the work is the result of Damage, this work will return the structure at least to the "before damage" condition and t structure into compliance with all applicable codes. Neither i nor any subcontractor or age repairs or perform any work on the subject structure other than what has been included in list I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY IN IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 4 OR MY CONTRACTOR, REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAI APPROVED BUILDING PLANS. See attached itemized list STATE OF II or WA - COUNTY OF Before me is day personally appeared A -o v (r-010 duly swo poses and says that hetshe has read, understands, and agrees to comply afor ditions. ro y Owners Signature ` p 1 SWM to and subscribed before me this 'a � day of r V O MA Lt ✓ 20, I. My commission expires '._ OF 124266 J_c or the subject ig the will make any e attached IDE FINES, VE MADE OR THE who, being all the SUBSTANTIAL IMPROVEMENT ! OR SUBSTANTIAL DAMAGE CONTRACTOR'S { SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address. t 41C- 71u -a Contractor's Phone Number. Contractor's State Registration or Certification Number: c, Contractor's We Registration Number (if applicable): �- I hereby attest that I, or a member of my staff, personally Inspected the subject property anproduced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby su:n'kted for a Substantial Damage or Substantial improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. if the property sustained Substantial Dama, this list of Work, will return the structure to at least its condition prior to damage and bring the stbructul Into cornpilance with all applicable codes. I further attest that all additions, improvements or repi Irs proposed for the subject building are included In this estimate and that neither I nor any suboontractoi or agent representing me will make any repairs or perform any work on the subject structure other th in what has been Included in the attached tilt. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INC UDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, VE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAI OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF . COUNTY OF Before me thi duly s � d and gay personally appeared asses and says that he/sl conditions. �'�®ate ©�1S�IOyF•.o`�` r v aO ��\y 6 Rol �r°� • ®.lob ;yt o #FF 136248 Onde d V0 Oil- ®�®O®Zj �// P,IIST Itili Off\'\\` commission who, being and agrees to comply " all the 204,L—. Application Cost Estimate of Reconstruction / Improvement Address This cost estimate of reconstructionlimprovement must be prepared by and signed y the contractor or by the owner if the owner acts as the contractor. Owners who act as th Ir own contractors must estimate their labor cost at the current market value for any work t ey intend to perform. Sub -Contractor Bids Contractor or Owner Estimates Bid Amounts (see note "D" j 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather-strip S. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Material Labor Costs costs 11/20/2014 12:00 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a 001/001 Miami hores Village Building Department Miami Shorty -s, Iµlordi-i :3,31;3F1 ;l -!S: (305) 7x35.?; 04i Fax: (305) 756.8972 NOVEMBER 17, 2014 Ptnrmit No: \AIS- I I.14 --2-7i +;3 Building Critique Review 1. This property is located on a special flood hazard area. Please provide the required sUbs*tantial improvoment farm. IsmatI Naranjo Ruilding (')ff ci al Plan review is not complete, when all items above are corrected, we will do a complete plan review. It any sheets are voided, replace them with new revised sheets and place behind the most current page. Page 1 of http://mapl.msc.fema.gov/temp/86151127.gif 11/20/2014 01. TO 57' X 73 3/4 x 381/4 HR Egress x 36 3/4 x 50 3/8 HR O 6 Master Bedroom �J X O x O 36 3/4 x 37 3/4 HR 73 3/4 x 50 3/8 HR Egress O 5 Master O Bath 73 3/4 x 38 1/4 HR Dining Room Family Room x Bedroom mx p 36 3/4 x 37 3/4 HR 4 Kitchen Bath 10 Hall p 36 3/4 x 37 3/4 HR x Living Room 77 Bedroom O 73 3/4 x 381/4 HR Front Door x Garage 1103/4 x 62 3/4 HR 371/2 x 81/2 FD Egress X O X 73 3/4 x 50 3/8 HR X O O O Prepared by: Job site: East Coast Windows & Doors, Inc. Azevedo Residence 1711 SW 7 Avenue 1215 87 Street Sheet 1 of 1 Pompano Beach FL 33060 Miami Shores FL 33138 854-581-2113 Ext 201 1215 NE 97 Street Azevedo Residence WINDOW / DOOR Opening Information WINDOWS / DOORS I MULLION BARS THIS FORM SHALL BE SUBMITTED ALONG IMTH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. WWOQWS & DOOR NOA PRESSURES REQUIRED PRESSURES PSF �}� PAF (-j�+St= PRODUCT APPROVAL # PROV �_ : �� GLASS e' / size tYP e : �,; Y N NOA'PRESSURES PRODUCT 'BAR SIZE YIN N APPROVAL # ,t ,v u � � � . � a. �� (�) PSF (-) PSF 1 73 3/4 x 50 3/8 75.0 75.0 37.7 41.0 11-1114.04 7/16" Ann/Ann N N 2 37 1/2 x 81 1/2 75.0 85.0 38.2 41.6 14-0303.09 7/16" HS/HS N N 3 110 3/4 x 62 3/4 75.0 75.0 36.1 39.5 11-1114.04 7/16" Ann/Ann N N 4 36 3/4 x 37 3/4 75.0 75.0 40.1 43.4 11-1114.04 7/16" Ann/Ann N N g 1 36 3/4 x 37 3/4 75.0 75.0 40.1 43.4 11-1114.04 7/16" Ann/Ann N N 6 36 3/4 x 50 3/8 75.0 75.0 40.1 53.6 11-1114.04 7/16" Ann/Ann N N 7 73 3/4 x 38 1/4 75.0 75.0 39.0 51.5 11-1114.04 7/16" Ann/Ann N N 8 73 3/4 x 50 3/8 75.0 1 75.0 37.7 48.9 11-1114.04 7/16" Ann/Ann N N 9 73 3/4 x 38 1/4 75.0 75.0 39.0 1 51.5 11-1114.04 7/16" Ann/Ann N N 10 1 36 3/4 x 37 3/4 75.0 75.0 40.1 53.6 1 11-1114.04 1 7/16" Ann/Ann N N 11 1 73 3/4 x 38 1/4 75.0 75.0 39.0 1 51.5 1 11-1114.04 1 7/16" Ann/Ann N N THIS FORM SHALL BE SUBMITTED ALONG IMTH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES f7one 4" � Mean Roof rlbutary Area (sq. 1) Height (ft) 10 15 20 25 30 35 40 451 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 r36.1 35.9 -43.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -44.0 -43.0 -42.2 41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -44.6 -43.5 -42.8 42.2 111.7 41.3 -40.9 -40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 45.1 -44.0 -43.3 42.7 -42.2 -41.8 41.4 41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -45.7 -44.6 -43.8 -43.2 -42.7 42.2 -41.9 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -46.2 -45.0 -44.2 43.6 43.1 42.7 -42.3 -42.0 -41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 43.6 43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -48.8 47.6 46.8 46.1 45.6 -45.1 -44.7 -44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 -49.7 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 49.5 -48.8 -48.2 -47.7 -47.3 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 -50.1 -49.4 -48.8 -48.3 -47.91 47.5 -47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.61 49.9 -49.4 48.9 -48.4 -48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ('Zone 5" � Mean Roof Tlbda7Area (sq. ft) Hel ht V It (ft) 10 IS 20 25 30 35 40 45 50 15 40.1 39.01 38.2 37.7 1 37.2 36.8 36.4 36.1 35.9 -53.6 -51.5 1 -50.0 L -48.9 47.9 -47.1 -46.4 -45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 54.4 -52.2 -50.7 -49.5 48.6 -47.7 -47.0 -46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.61 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 48.2 47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 119.3 -48.7 48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 69.7 -66.9 -65.0 -63.5 -62.2 -612 -60.3 -59.5 --58. 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3. -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 ` -5917 60 53.6 52.2 51.21 50.4 49.8 49.3 48.8 , 48,4 48 0 -71.8 -69.0 -67.0 l5.4 -64.1 -63.1 -62.1 -61.3 •'4' Gerreral Notes - . _;�'; .Yi 1 These tables list allowable pressures (W,L, given as 0.6+Wy, when W,a is the wind pressure calculated in accordance with Chapters 26 and 30 ,: of ASCE 7-10 using the ultimate design wind speed (Vnit) and the variables given herein a ( 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vertical surfaces only. v 4 Use oft hese tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable, i 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written concern A5 TECRY Engin®eriltg Serrirr®s, irte. 1600 S. Federal Hwy Ste MT Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781-5708 Fax / Info®c5es.com / CA #25854 ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = C Tables are valid for the following conditions only: 1 Wind Speed, (V,, 3-seamd gust) = 175 mph 2 Risk Category: II (General Residamial and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Fa): 1.0 (Flat Tannin) 5 Directionality Factor (Kd): 0.85 6 For situations nju(ring Rd=1.0, multiply the values in these tables by 1.18. Verify Rd requirements; with local building official and product approvals before use 7 Enclosed Building: Gopi = 0.18 Consult an Enalneer for any other conclMons lnshueHons 1 Tables show the "worst case° design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof stops. For reductions for roof slopes less than 10 degrees, consult Engineer for site spedfic analysis. 3 Calculate the average roof height If average cannot be determined, use the peak roof height Roundup the roof height to &a next highest table value 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallost table value. If the tributary axes is unknown, use the most critical value (10 square feet} 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer then distance °a° to a building comer shall be considered in an Exterior Zone (51 otherwise Wall of the opening fella more firm distance °a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a,° as refered to above, shall be calculated as the smaller of 100/c of the minimum building width or 40% of *a height, but not, less than 3 feat: $ :Rea3 the wbraUyasa positive and negefiva design presataev Dig`ita(ly Sighed by Ern T Mellinger, P.E. FL 50 X013.05.21 15:2( s�04'00 itinc3nd kdised Embossed Seal "t ,•�ij}a - 4t Srn�aer�2 � M� MIAMI--DADE COUNTY, FLORIDA >. PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (796) 315-2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NOA) w�rw.miamidade.a-a-yAerpl PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under- the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having. Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami --Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IIIHR--710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-I0, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturees 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. TERIKINATIiON 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 Building Official. This NOA revises NOA No.114630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 9 D� C rrrY � � NOA No. 11-1114.04 2 $ IV Expiration Date: December 21, 2016 Approval Date: February I6, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted- under NOA -s No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28!2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and scaled by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08.15.09) 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 01x0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (SubmWed under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement let=conformwa-,e d compliance with the FBC2007 (with the 2009 supplement)dat 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement lett ' terest and independence, dated 10/25/11, signed and sealed by Ant; P. E. 3. Letter of AdOwn, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (StsbmStted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2j. FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 T14RU L MUST HAVE A TEMPERED GLASS CAP. A. 08" LAMI CONSISTING OF (2) LITES OF 1B' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 618' LAMA CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.080 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. SMB' LAMI CONSISTING OF LITES OF 118' HEAT STRENGTHENS MUM PVS INTERLAYER D. 718'1 LAMB CONSISTING OF (2) LITER OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PlB INTERLAYER E.71W LAW OONSI5TING OF (1) LITE OF 3MW ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER F. 7118" LAMI CONSISTING OF (2) UTES OF 3MS' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER G.13118" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 6110' OR 318" AIR SPACE AND 6116' LAMA CONSISTING OF (2) LITES OF U8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. H.13/18' LAMI IG: (1) LITE OF 118" OR 3M8" ANNEALED (MIN.) GLASS, 8118' OR 30T AIR SPACE AND &lW LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A MD DUPONT BUTACITE OR SAFLEXIKEEPSSAFE MAXIMUM PVB INTERLAYER. 1.13H8" LAMA 10: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 5118" OR 318" AIR SPACE AND EMB' LAMI CONSISTING OF (2) LITES OF U8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACTE OR SAFLEXfKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI IG: (1) LITE OF 118" OR 3(18" ANNEALED (MIN.)GLASS, 3118" OR 114" AIR SPACE AND 7116' LAMA CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX4(WSAFE MAXIMUM PVB INTERLAYER K.13MW LAMP IG: (1) LITE OF VB' OR 3118" ANNEALED (NEN.) GLASS, 311W OR 1W AIR SPACE AND 718" LAMA CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. L.13116" LAMA IG: (1) LITE OF 1f8" OR 3M6' ANNEALED (MIN.) GLASS, 3M8" OR 114' AIR SPACE AND 7118" LAMA CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: Q XO. XOX 3. DEMON PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13004V - B. POSITIVE DESIGN LOAI3S BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13004)2 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL48M FTL-4869 AND FTL-5330. NOA DRAWING MAP SHEET GENERAL NOTES --------- 1 GLAZING DETAILS .......... 2 DESIGN PRESSURES..._..3 ELEVATIONS.............-.« 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS........... 6 PARTS LIST_. .. _.. 6 EXTRUSIONS......._........... 7 CORNER DETAIL........_.... 6 ANCHORAGE___. &11 PROD=RBV[SED ®oomnlveiaaHiq ft Flolft ADM -2006 ALUMINUM DESIGN MANUAL \`���ONg LYNN M!( "//�'i 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY `�� a�� ' %�CENSF ' % HURRICANE ZONE (HVHZ). �t* * c No. 68706 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THED IPAND ANCHOR QUANTITY REMAIN UNCHANGED. _ �� 24- JL4 1(Vt7/tl E F802010C.ODECHANSE Ji� S7 mmup__ 107o71=cNNOLor�rosNe rilcm_: � NOTES '.0 xcol�o? ' 0�FJc 4neio7l a ss�roNol�s Iuo7ea7oct vrlaXr Pa , .� ■■1ORIft ZZONTi4L ROLLER WINI�W, IMPACT SSr ANAL �F` `�• pgop ppm 11014011!19, FL 34274 VPa" Batter e"m,�ms �0"ti m't°�' A LYNN P.E RK 226JOB 44 3 ►nista AITB 1 d 11 4127-10 E v."wm C] EXTERIOR INTERIOR L> 1/2" NOM. 55 1�" DM. {ALL SECTIONS) GLASS SITE GLASS SITE 60 ,61,62 51 63,64,65 118" ANNEALED OR HEAT STRENGTHENED GLASS 690 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 6h8" NOM. 5/16" LAMINATED GLASS 1t2" NOM. GLASS BITE I jV III— t66.67,618,6e,70,79 118" ANNEALED OR HEAT STRENGTHENED GLASS 030 SOLUTIA OR DUPONT PVS INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS EMS" LAMINATED 6118` OR 3/8" AIRSPACE 118° OR 3/16" ANNEALED OR TEMPERED GLASS QD 13118" N�+I. 13/16° LAMI IG GLASS W/ 6116° LAMI 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 3d18" ANNEALED OR HEAT STRENGTHENED GLASS 7NB" LAMINA 7/16" LAMINATED GLASS 1Pd" NOM. GLASS BITE J72,73,74,75,76,77� 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMMTED 3116" OR 1/4" AIR SPACE 1/8" or 3t18'ANNEALED OR TEMPERED GLASS A 13H8" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. I AUDI. HORIZONTAL ROLLER dV NDOW, IMPACT PA. BLpf'1818 _ rioxoena, Frxra 1/6►b{r Betm► 1 I FUN 2 - 114127-10 lftw E MODUCrItTi IID ®cmpbt swkb*0Ntmt& Bwkftcwom- 0 =064 ♦.-'- 1.rN�v Ml4''�. )c No. 56105 it sx �''%cSS/ONA� ��♦��♦ a �viv�i�, ve P.E9am TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIV WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 SIS" 84" 80" 63" D FOR INSTALLATION IN THE HVHZ ABOVE 30 L S GLASS TYPES G SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH AND ANCHOR E DP REMAINQUANTITY Be A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -80.0 W. A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 •58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +65.2 -55.2 +52.3 -52.3 108" A,B,G, H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +54.6 '-54.6 +51.7 51.7 111" A,B,G,H +60.0 50.0 1 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +59.5 59.5 +53.6 -53.6 +50.9 -50.9 ,I =-76.0UNCHANGED. Em- L' TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" ABC, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, JAL +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE W. 36" 38 318" 48" 60 8/8" 84" 66' 63" 60" A,B,G,H +76.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +76.0 75.0 +75.0 -75.0 +75.0 -75.0 + W. 66" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 PROIIUC!'RBV188II 7f--,, A,B G,H +75.0 -75.0 +75.0 -75.0 +75.0 76.0 +75.0 76.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63 a".pI*gwiattWPWdt F UP TO 74" +75.0 -75.0 X000 •Qdr 4 J��'L' t m[an Pm ua GLASS TYPES: TEST REPORT RL-4858 90)9, FTL 4859 (OX & XO) AND FTL-G 30 A. 5116" LAMI - (118" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MN.), 5116" OR 318" AIR SPACE, 5116" LAMI - (1/8"A, .090,118"A) B. 5116" LAMI - (118" A. .080,118" HS) I-L 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5116" OR 318" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/WHS) I. 13116" LAMI IG-118" OR 3118"A (MIN.), 5116" OR 318" AIR SPACE, 5116" LAMI - (1/8"1-IS, .090,11WHS) .`p sF IQFq''.,�� D. 7m&, LAMI - (3118" A, .090, 3116" A) J. 13118" LAMI 1133,118" OR 3116"A (MIN.), 3118" OR 114" SPACE, 7116" LAMI - (3118"A, .090, 3116"A) - K. 13116" LAMI IG-118" OR 311WA (MIN.), 3116" OR 114" SPACE, 7/18" LAMI - (3/1("A, .090, 3J16"HS) = * NO F. 7116" LAMI - (3116" HS, M. 3116" HS) IL 13116" LAAIII IG-118" OR 3/16"A QNIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3flS'HS) I;-, v--eOF W� JJ. 70/17n1 E xo0MWEr0&NEET �omrEcwaoi oov DESIGN PRESSURES ,�u�'. O '' ., ' 0= _ JA Man I D AICAP NPD BQXF7n28 NOKOtdK3.8.3W4 ! ALUM. HORIZONTAL ROLLER WINDOW IMPACT ",;'IV IONAW-�`a�`• A.LvwHIpolmt i fwmmp PA ufB/07 c ADDWIELtRAGF�VOPT/ 130602aPe twa Oae Vbib&$� a,itlboie eo.Ye aaa�ea FX dd sow l 1 NTS 9 d 11 4127-10 E p.mosma MAX HEIGHT FLANGE FRAME MAX --�) i-�— MAX. FIXED DLO --I I- MAX WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �+ MAX. FD(ED DLO MAX VENT DLO MAX WIDTH O.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) �r�7Ly'.1 d01 kol I—_r,n ............. ............. 1 t I I 1 I mom ```.� LYNN 6 10 ;• �? ON`� / Ns` 4�� �•', 10'* SECTION C -C 42 !ILL HEAD = * No. 58705 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) J.! IO/fAtl E a� 0 1070 TECHNOLOOYP T SEC77ON3 �OF ORR+H 'i FlOR10P•''('J��� .!R NMI O mawwrommirwOttOM18 P1a427s FK Ort c nonmrrEorrA1 Fra rt�a4l �2AND FA sgxt� ALLnbI HORt70NTAL ROLLER W/NDOW, BWPACT �'�s`S/CIdAi-1 aur wacoxms. "-B&MM iRrtblD Bsaar HaN S u 11 4127-f0 E a " v� FX 22M JA fr,E 1 DWGN RLV DESCRIPTION MAT'L PGM I 41M A FLANGEFRAMEHEAD 6063 T6AL 612237 2 4025 SASH STOP STD.(ANTI LIFT CLIP 6063 -TS AL 612244 3 #8X3/4PH. PANHFAD "///I /ON a "el�RM P e 7834AA 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 6 4136 FLANGBFRAMESIIL 6063 -TEAL 64136 7 1 4137 1 ISILLADAPTOR 6063-T6 AL 64137 8 4131 1 IROLURTRACK 6D63-T6AL 64131 10 71298 IW03PROlECDVER POLYPROP. 71298 12 1626 ADMIVE OPEN 0l3A. FOAM PAD 7PAD1626 13 40M A FLANGEFRAMEJAM73 6063 -TEAL 612225 14 4134 GASKETFORMAINFRAME SILL JOINT 74134W/K 15 1155 #8 X I:000 UAD PN. SMS 781PQA 16 1 4110 G SCREENADAPfOR 6063-TSAL 641100 17 4054 B FIXEDMEEMORAIL 6063RD -T6 AL 64054A 19 4066 WSTP.,.187 X 230, FIN SEAL 640660 21 4105 SASHTOP & BOTTOM RAIL 6063-T5 AL 617140 22 1683 WSTP.,?M X 270 BAM FIN SEAL 61683G 23 225-1 ROLURHOUMNO&GUIDE 421121RD 24 226 BRASS ROLLE WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLIHRSASH TOP WIDE POLYPROP. 441M 32 4006 D SASHMEEMORAIL WSHS-T6 AL 64406 33 1235 WSTP.„170 X.270 BACK. FIN SEAL 67S16G 35 1096 JSWEWLATCH DIFCAST 71096 36 1016 #8X.625 PH. FL. SMS 7858 37 4126 SASHSIDERAIL 6063-T5 AL 641M 38 1683 WSTP X.270 BACK, FIN SEAL 616830 39 7070 BULB WENTHERSTR11 .187X.275 6707(EC 40 UFTRAILCOVERCAP 74078"C"LORR 41 4139 I.F. FRAMEHEAD 6063-T6 AL 64139 42 4140 1I.F.FRAMESILL 6063-T6 AL 64140 43 4141 IY.FRAMEJAMB 6063 -TEAL 64141 50 GLA23NGSIU DOW 899,995 OR UIVALEIVT Sl 1224 VRdYLGLAZINGBEADM" 6TP247W .52 1225 VDMULAZINOBFADBUL13TW 6TP248K 53 4039 B CLAZINGBEAD-5/16" 6063-T5AL 64039B 54 4044 B GIAZMBEAD-5116" W/(3i1LLKTr 6063-T5 AL 644703 55 4222A GLUMBEAD-7/16" 6063-T5AL 64222 56 985 C GLAZINGBEAD-7/16" W/GRILLKTf 6053-TSAL 6985 59 4067 GLAZINGBEAD-13116° 6063-T5 AL 64067 60 CLASS, 5/16" LAND 1/8" A,090 M 1/8' A 61 " 5/16" LAMI I/8" A .090 PVB 118" HS 62 a 5116" LAM VS" HS, .090 PVA ll8" HS 63 - 7/16" LAW 16' A,.090 PVB, 3116" A 64 " 7/16- LAM] 3116' A_090 PVB, Y16- HS 65 " 7116- LAM 3/16" HS..090 PVB, 3116" HS P.o.egx��ze NOICQ6fl8, Fl..4 DESCRIPTION I MAM A (MIN.).3f8"AIR SPACE, 5/16" LAMI (MA..090 M.1/8- 1 71 1 " 113/16" IAMl IO.3/16"A (MIN.I 5/16" AIRSPACE. S/16" LAMI(1/S"M .090 PVB.1/8"BEI 7/16" LAMI (3/16'HS..090 2.710 2. 41 I.F. FRAME HEAD #4139.6083-T8 2.784 Bi As •062 3.162 .082 1.988 43 I.F. FRAME JAMB 04141,60W -TO 710 =*:' *- N0.80705 42 I.F. FRAME SILL 04140.608376 = a, A-11 PARTSUST ALUM. HORIZONTAL ROLLER WINDOW IMPACT oto NTS B e 11 ls;rOX4127-10 � "///I /ON a "el�RM P e 8e .082 173L—JL7q 1 73 Imo--2.718--� O FLANGE FRAME HEAD #4102A,6003•TO 1 --[1--.082 .490 V SASH STOP J #4M5. W83 -T5 .082 �83 21 SASH TOP & BOTTOM RAIL #4133,8083-T8 .� .678 1.098—i ►i -T O GLAZING BEAD, 5118° #4044B, 6083.78 (USED W/ GRILL KIT) 1.[22 �-2.710----] O FLANGE FRAME SILL #4130,6083 -TO .061 .437 O HORIZ. ROLLER TRACK #4131, 8063 -TS 2J 79 1.87 -+� 1A81 32 SASH MTG. RAIL #40080,6MH5-TS 060 1.096+ ---IT 55 GLAZING BEAD 7116' #4222A,6003 -T8 P'O 1� NOKOMIB, FL 34774 -+{ 1.187 r+-- Woo ip r— . FRAME SILL ADAPTER �J 04137, 6063 -TB 17 FIXED MEETING RAIL #40646,6083HD48 37 SASH SIDE RAIL #4128,8083 -TB 1.118 56 GLAZING BEAD. 7/16' #9M, 5083-T6 (USED W/ GRILL KIT) Awo O SASH STOP COVER #4083.8083-76 IF— 2.78 4 F 1.381 1 .082 13 FLANGE FRAME JAMB #4002A. TO WD .878 1,096—Ir—� 53 GLAZING B , 6118' #40396,8083•TS 1.097 58 GLAZING BEAD, 13/16" #4067.8093-T6 7 s 11 f 4127-10 � dwmutda BM—!N 0dCjo-!�4 G Dab �� '� �\GENSF'••�'P * ' N0.68705 STA A. LYNN P8 P.E063m GLASS TYPES A,B.0 G H,f GLASS TYPE4I+C2+l+c2+1 ANCHORTYPE' WAD $ COW( 1. CiONC 23 WOOD 2 CX( 1LAN TYPES - 1, O TAPCONS 2 -114" ELCO 8S4 CRETE-FLF�G 3-012STEELSCREWS(G73) & SUBSTRATE NES ZONE8 ZONESIDNES Sdi ES:WINDOW SIZE HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL ° HEAD & ILL MI - (1/8" A,.080, V8" A)Fit INSTALLATION IN THE HVHZ ABOVE 30 is v M1. S FT. GLASS TYPES G - L SHALL HAVE A - 1/8" HS,.tTEMPERED 1-G, GLASS CAP. BOTH THE DP AND 83,128x38.378 1+02+1+(2+1 2 1+02+1+02+1 2 1+C2+1+CZ+1 2 1+C2+1+02+1 2 1+C2+1+2+ MI - (3H8"A..090, 3/18" A) ANCHOR QUANTITY REMAIN UNCFIANGED. 4&CD 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C+1 60.628 1+1x+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 F. 7118" LAMI - (3/18" HS, 090, 318° HS) G. 1316" LAMI IG -118" OR 316" A (MIN.). 616" OR 3/8" SPACE, 6116" LAMI - (118" A,.080, IN A) 64.000 1+Cx+1+C2+1 3 1+C2+1+Cx+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+Cx+1+C2+1 3 1+C2+1+C2+1 3 H.13/16" LAMI IG -1/8" OR 3118" A (MIN.), 616" OR 303" SPACE_ Cd18' LAMI - (IN AA80. IN HS) 88000 1+02+1+12+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C +1+02+1 3 1+(�+1+C2+i 3 1+02+1+(2+1 3 1. 1318" LAM110.1/8" OR 3116" A (MIN•), 0(18" OR 30 SPACE, Fil18" LAMI -('U8" HS,.�, IN HS) J. 13116" LAMI IG -118" OR 3/16" A (MIN.), 3116" OR 1/4' SPACE, 718" LAMI - (3/18" A,.080, 31(rA) 63ADD 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+Cx+1+Cx+1 3 1+C2+1+(2+1 3 1+M+1+C3+1 3 K. 13118° LAMI IG -1Ar OR 316" A (MIN.), 318" OR 114" SPACE, 711W LAMI - (3/16" A I=, 316" HS) 80.000 x 38.376 1+02+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 i+C2+1+(2+1 2 1+C2+2+(2+1 2 L• 13/18' LAMI IG -1t8' OR x'18" A (NON.), 318" OR 1/4" SPACE, 718' LAMI - (318" HS. 0M. 316'HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+Cx+1+C2+1 3 1+(2+1+C2+1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.W6 1+C2+1+C2+1 3 1+(2+1+Cx+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+Cx+1+C2+1 3 1+5+2+C2+1 3 EAD H & SILL 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTEFRIL NE. 80.000 1+C 2+1+C Z+1 3 1+C2+1+C2+! 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+CS+2+C3+1 26 314' MAX. FROM CORNED. JAMBS: B" MAX. FROM CORNERS AND 22112" MAX. D.C. 00 83.01+(x+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C3+2+C3+1 3 74.000 x 36,376 1+C2+2+C2+1 2 1+C2+1+(2+1 2 1+C2+2+C2+1 2 1+C2+2+C 2+1 2 1+(2+2+C2+1 2 1+C2+2+C2+1 2 X 48.000 l+C2+2+C2+1 3 1+(2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C Z+1 3 1+(2+2+C2+1 3 1+C 24-ZK2+1 3 1+C3+4+C3+1 3+ ---ANCHOR QUANTITY PER JAMB 60.025 1+CZ+2+C2+1 3 1+C2+1+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.00(1 1+G2+2+02+1 3 1+C2+1+C2+1 3 1+0+2+(2+1 3 1+{2+2+(2+1 3 1+C2+2+(2+1 3 1+C 3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 80.000 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+.2+C2+1 3 1+C 3+2+CS+1 3 AT EACH MEERAIL PEAS ANCHOR AT EACHCH OPERABLE VENT S3.0W 1+C2+2+C2+1 3 1+(2+1+G2+1 3 1+C S+2+C3+1 3 1+C3+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FDMD SECTION. 84.oWx 36.378 i+C2+2+08+1 2 1+(Z+2+(2+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+(2+2+C2+1 2 1+C2+3+C2+1 2 (12) ANCHORS TOTAL AT HEAD AND SRL. 4&= 1+C1+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C3+3+G#1 3 (3" MIN. O.C. ANCHOR SPACONG) SDAW 1+C.2+2+C2+1 431+C2+2+C2+1 +02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+{2+2+C2+1 3 1+CB+3+C3+1 3 4.0 1+(2+2+C2+1 +C2+2+C 2+1 3 1+(2+2+(x+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+Gµ3+(;4+1 3 � 'll � —� , —3° MIN. 80.000 1+<2+2+(x+1 3 1+(xa2+C3+1 S 1+q+2+CS+1 3 1+(2+2+(2+1 3 1+04+3+(4+1 38:1.000 1+C2+2+(2+1 +C Z+2+Cx+1 3 1+C S+2+C3+1 3 1+C3+2+CS+1 3 1+CZ+2+C2+1 3 1+C4+3+C4+1 3 S" X O X 105.376 x 38.378 1+C2+2+(2+1 2 1+02+2+62+1 2 1+Cx+3+(2+1 2 1+(2+3+{2+1 2 1+(2+3+(2+1 2 1+C2+4+C2+1 2 rRODU• \IM 48.000 1+(2+3+C2+1 3 1+C2+2+(2+1 3 1+C 3+3+C3+1 3 I+C3+3+C3+1 3 1+C2+3+C.1+1 3 1+CS+4+C3+1 3 MTM RAIL,Typ, ascm+i4Yhmwaham Fiffith cwb 6D.S28 1+C2+3+C2+1 3 1+12+2+C2+1 3 1+03+3+C S+1 3 1+C3+S+C S+1 3 1+C 3+3+C3+1 3 1+C3+4+CS+1 31 EXA. MPLE CLUSTER W/ QTY. OF (3) ANCHORSHH B No 84.WD 1+C S+3+C3+1 3 1+G2+2+C2+1 3 1+C3+3+C3+1 9 1+c3+3+C3+1 3 1+C3+3+(S+1 3 1+04+4+Cq+! 3 (SHOWN IN TABLE KEY ABOVE) 80.0 1+C3+3+0;3+1 3 1+02+2+C2+1 3 1+C4+3+C4+1 311+C4+3+04+1 4 1+CS+3+C3+1 3 1+04+4+01+1 3 Bede otC®tro 83.000 1+M+3+CS+l 3 1+Cx+2+C2+1 3 1+C4+3+04+1 3 1+CA+3+Gµ1 4 1+C4+3+04+1 3 1+C8+4+C8+ l 3 26 3/4"MAX 111.000x .376 9+02+3+02+1 2 1+02+2+02+1 2 1+C1+3+(2+1 2 1+C1+3+01+! 3 1+(2+3+01+1 2 1+C2+4+(x+1 2 12"' 1+3° M►N \\Illllt 48.000 1+C2+3+C2+1 3 1+C2+2+01+1 3 1+C3+3+C3+1 3 1+CS+S+C3+1 3 1+(2+3+02+1 3 1+C3+4+C 3+1 3 8" REF. X O X `� �� •.......... ! �i 60.826 1+C2+3+(g+1 3 1+12+2+(2+1 3 1+C3+3+CS+1 3 1+C3+3+C2+1 3 1+C3+3+C3+1 3 1+CS+4+C3+1 S \CENgF'•;�Fp 64.000 1+C3+3+(.3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+3 c3+1 3 1+CA+4+Gµ1 3 *' N0.68708 ' 1+t�+3+CS+1 3 1+C2+2+C2+1 3 1+CA+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+Ca+1 3 + MTG. RAIL,TYP._ _ e-6131 To ¢3+S+p+1 3 1+Cx+2+(2+1 3 1+C4+3+C4+1 3 1+04+3+04+1 4 1+04+3+64+1 1+0+4+{;8+1 4 EXAMIPIE CLUSTER W/ QTY. OF (4) ANCHORS =-0 '• ) (�' ' r ^tD 7 T P rANCHORAGESPACINQ. ,oro,eclaoLo3YORveXOX129/4:Orro At�ID1GC�H+70�Or3f�ERED +80Frnwr� tcoxna.F13ez1a FJC 4rr8�7 C(mDa717rADW4.�crVA�sDue70aAVMCAPADM P.O.W152D �.HORIZONTALROLLERbVIIUDOW,IMPACT��l+OKIA,US. FL 34274 Vhib , ae.k m,+�m.liep. LYP1V If+RLHfb P.6 FX 2 Jr- p8 NTS 8 e 11 4127-10 1 E Peoe�ae ANCHOR TYPE 2.3. &SUBSTRATE Z( WINDOW SIE I HEAD & SELL I I HEAD & SILL I I HEAD & SILL III HEAD & SILL III HEAD & SILL I I HEAD & SILL COD x 38.378 46.00D 80.828 84.000 W.= 83.000 1+C2+1+C+1 1+C2+1+(2+1 1+C2+1+C2+1 I+C2+1+C2+1 1+G2+1+C2+1 11(2+1+52+1 126x 38.378 48.000 60.626 64.0W tO.W0 1+CL+1+C2+1 1+C2+1+C2+1 14q+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 41L1+0+1+22+1 31+C2+1+C2+1 80.828 1+C2+1+52+1 3 1+C2+1+C2+1 84.000 1+C2+1+C+1 3 1+(2+1+{2+1 BOA00 1+52+1+C2+1 3 1+C2+1+C2+1 83.000 1+C.1+1+C+1 3 1+C 2+1+C2+1 38.378 OI+C2+1+C2+1 2 1+C2+1+Ct+1 40.000 1+C+1+C2+1 60.828 1+C2+1+C 24i 84.000 1+C2+1+C2+1 $0.ODO 3 1+C2+1+C2+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i 1+(2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C3+1+C3+1 H+C2+1+C2+1 3 i+C2+1+CZ+1 3 1+q+1+53+1 1+C+1+C2+1 2 1+C2+1+(2+1 2 I 1+(2+1+C2+1 1+C+1+C2+1 3 1+C2+1+52+1 3 1+C2+1+C2+1 1+C241+C2+1 3 1+C2+1+C2+1 '3 1+C2+1+G2+1 1+C2+1+C2+1 3 1+52+1+C2+1 3 1+C3+14C3+1 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+14C3+1 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 1+C2+1+C2+1. 3 1+C2+i+Cg+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+21+1+0+1 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+53+1+53+1 I+C3+i+C3+1 3 1+C2+1+22+1 3 1+C3+1+C3+1 1+C3+1+C3+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+C2+1+C+1 3 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 3 1+62+1+C2+1 3 3 1+C+1+C2+1 2 3114C2+11+02+113 3 1+52+I+C2+1 3 3 1 1+C2+1+0241 3 3 1+C2+1+C2+1 2 3 1+5+1+(2+1 3 3 14C2+1+C2+1 3 3 1+C2+1+C2+1 3 4 1+5+1+p+1 3 4 1+C+1+C $+1 3 ,070 TEC,NOLOGY DR NOxOM, R 3M P.O. SQX 1028 NONOMS. FL31Y74 e NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE-FLE)( 3 -#12 STEEL SCREWS (G6) 2. GLASS TYPES: A 8118° LAW - (IV A,=1f8" A) � FOR INSTALLATION IN THE HVHZ ABOVE 30 B. BHS° LAMI - (1/8' A .080,118° HS) FT. GLASS TYPES 0 - L SHALL HAVE A 2 C. 6110' LAm - pAr HS.ag0.1f r HS) TEMPERED I.G. GLASS CAP, BOTH THE DP AND 3 D. 7116" LAMA - (3118° A,.CW. 3M6' A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 71110' LAMI-(3M0-A..090, 3110" HS) F. 7110- LAMI-(3M(' HS,.090, 3116' HS) 3 G. 13/18° LAMI IG -118° OR 3116" A (MIN.), BM6' OR 318° SPACE, 6110- LAMI - (14' A,.090,1/8" A) 3 H.13110' LAMI IG - lir OR 3110- A (MIN.). 8110" OR 3/8" SPACE, 6110- LAW - (1/l' A,.090, V8- HS) 3 1. 13110' LAMI IG -118' OR 3110' A (MIN.), 6116' OR 3%" SPACE, 6116- LAW - (1f8- HS,.090,118" HS) J.13f10- LAN IG -1f8' OR 3M8- A (MIN.), 3118' OR 114' SPACE, 7118' LAN - (3f10" A,.090, 311(' A) 2 K 13116" LAN IG -1f8' OR 3110" A (MIN.), 3118° OR 114" SPACE, 7M0' LAN - (3/18'AAM, WIS' HS) 3 L 13M6- LAMI IG -118" OR 3Mr A (MON.j 3/10' OR 1/4' SPACE, 7M(' LAND - I3f'I6" HS„090. 3118' HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 3 HEAD & BILL' 101/2' MAX. ON EACH SIDE OF MEETING RAI. CENTERLINE 2 28 314• MAX. FROM CORNERS JAMBS: 9 MAX. FROM CORNERS AND 221/2' MAX. O.G. 3 TABLE KEY: 3 2� O X 3 1+03+1+C3+1 3 ANCHOR QUANTITY PER JAMB 3 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (1) ANCHORS AT FIXED SECTION. 3 (9) ANCHORS TOTAL AT HEAD AND SILL 3 (3” MIN. O.C. ANCHOR SPACING) 3 2 25 3/4' MAX. 3 3 9"�' X O X 3 II 2 MTG. RAIL, TYP.y°IN07Id0 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORScso 3 (SHOWN IN TABLE KEY ABOVE) _ 3 4&O0 80.828 84,000 8D.W0 63.0W 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 84.100 x 38.378 48.060 80.826 60.060 63.0m 1+C2+1+C+1 2 1+C2+1+Ct+t 3 R'' "1+C241+C2.+11364.500 68.437 x 38.378 48.000 W.W5 84.000 80.000 83.050 1+C2+1+C 2+1 2 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+c2+1+C2+1 3 i+CS+1+C3+1 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i 1+(2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C3+1+C3+1 H+C2+1+C2+1 3 i+C2+1+CZ+1 3 1+q+1+53+1 1+C+1+C2+1 2 1+C2+1+(2+1 2 I 1+(2+1+C2+1 1+C+1+C2+1 3 1+C2+1+52+1 3 1+C2+1+C2+1 1+C241+C2+1 3 1+C2+1+C2+1 '3 1+C2+1+G2+1 1+C2+1+C2+1 3 1+52+1+C2+1 3 1+C3+14C3+1 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+14C3+1 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 1+C2+1+C2+1. 3 1+C2+i+Cg+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+21+1+0+1 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+53+1+53+1 I+C3+i+C3+1 3 1+C2+1+22+1 3 1+C3+1+C3+1 1+C3+1+C3+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+C2+1+C+1 3 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 3 1+62+1+C2+1 3 3 1+C+1+C2+1 2 3114C2+11+02+113 3 1+52+I+C2+1 3 3 1 1+C2+1+0241 3 3 1+C2+1+C2+1 2 3 1+5+1+(2+1 3 3 14C2+1+C2+1 3 3 1+C2+1+C2+1 3 4 1+5+1+p+1 3 4 1+C+1+C $+1 3 ,070 TEC,NOLOGY DR NOxOM, R 3M P.O. SQX 1028 NONOMS. FL31Y74 e NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE-FLE)( 3 -#12 STEEL SCREWS (G6) 2. GLASS TYPES: A 8118° LAW - (IV A,=1f8" A) � FOR INSTALLATION IN THE HVHZ ABOVE 30 B. BHS° LAMI - (1/8' A .080,118° HS) FT. GLASS TYPES 0 - L SHALL HAVE A 2 C. 6110' LAm - pAr HS.ag0.1f r HS) TEMPERED I.G. GLASS CAP, BOTH THE DP AND 3 D. 7116" LAMA - (3118° A,.CW. 3M6' A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 71110' LAMI-(3M0-A..090, 3110" HS) F. 7110- LAMI-(3M(' HS,.090, 3116' HS) 3 G. 13/18° LAMI IG -118° OR 3116" A (MIN.), BM6' OR 318° SPACE, 6110- LAMI - (14' A,.090,1/8" A) 3 H.13110' LAMI IG - lir OR 3110- A (MIN.). 8110" OR 3/8" SPACE, 6110- LAW - (1/l' A,.090, V8- HS) 3 1. 13110' LAMI IG -118' OR 3110' A (MIN.), 6116' OR 3%" SPACE, 6116- LAW - (1f8- HS,.090,118" HS) J.13f10- LAN IG -1f8' OR 3M8- A (MIN.), 3118' OR 114' SPACE, 7118' LAN - (3f10" A,.090, 311(' A) 2 K 13116" LAN IG -1f8' OR 3110" A (MIN.), 3118° OR 114" SPACE, 7M0' LAN - (3/18'AAM, WIS' HS) 3 L 13M6- LAMI IG -118" OR 3Mr A (MON.j 3/10' OR 1/4' SPACE, 7M(' LAND - I3f'I6" HS„090. 3118' HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 3 HEAD & BILL' 101/2' MAX. ON EACH SIDE OF MEETING RAI. CENTERLINE 2 28 314• MAX. FROM CORNERS JAMBS: 9 MAX. FROM CORNERS AND 221/2' MAX. O.G. 3 TABLE KEY: 3 2� O X 3 1+03+1+C3+1 3 ANCHOR QUANTITY PER JAMB 3 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (1) ANCHORS AT FIXED SECTION. 3 (9) ANCHORS TOTAL AT HEAD AND SILL 3 (3” MIN. O.C. ANCHOR SPACING) 3 2 25 3/4' MAX. 3 3 9"�' X O X 3 II 2 MTG. RAIL, TYP.y°IN07Id0 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORScso 3 (SHOWN IN TABLE KEY ABOVE) _ 3 26 314' MAX. 4 1-t-3" `�.` ONY LYNN a�`r ' `1GEItlg '• ���' R 2 REF. 3 9° 3 R'' 4 4 MTC. RAIL. TYP. EXAMPLE CLUSTER W/ CITY. OF (4) ANCHORS= -o : 9 �p STA Qj- ' o -� T ANCHORAGESPACIIVO XOX 9/3.9/3-9/3 To %'� FioRlop.. ALUM. HORIZONTAL IMPACT ` .� ROLLER WINDOW 1`t aL aE ' ' N 9 m 11 4127-10 E TS ." GLASS TYPES A,B,G,H GLASS TYPES ,0, ,F kJ,LD7 ANCHOR TYPE 2,3, WOOD 2, CONG 1, CONC 2,3, WOOD 2, CONC 1, COES: TAPCONS -1l4' ELCO SS4 CRETE-FLEX 3 -1112 STEEL SCREWS (GS) & SUBSTRATE ZONES ZONES ZONES gZONES ZONES ZONE 4 6MIr WWINDOW SRE g „1 y LAM[A. 30 (1/8° A,=. IV H3) GFOR LASS TYPES SHN THE HA�LL HAVE q eae +C2+1 1+C2+1 2 3 owe 1+02+1 1+02+1 Q'2 3 1+C2+1 1+C2+1 2 3 to 17+�C2+1 1+C2+1 2 2 3 0 1+t2+1 1+C2+1 3 +ys�C2+1 CAP. op AND - (3118° A„�, 3Hg' A) ANCHORQUANTITY RENWINUNCHANQED. F. 7118° LAMI - (3118° HS4,.080, 3H8° HS) 37.000x38.376 60.626 +C2+1 3 1+(2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 3 6.13/18' LAMI IG -1/8° OR 3(10'A (MIN.), 8118° OR 3V SPACE, 8✓18' LAM - (118° A..090.118° A) H. 1311 W LAMI 10- 118' OR 3118' A (MIN.), S/lr OR 318' SPACE, Sl18° LAM - (118' A,.090, IV HS) 00 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 I. 13/16° LAMI IG -1/B" OR 3118° A (MIN.k SJ1g° OR 3fir SPACE, 8/18° LAW - (118" HS„090, IV HS) 80.000 1+C2+1 3 1+(2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J. 13116' LAMI IG • 118' OR 3H8° A (MIN.), 3118° OR 1!4" SPACE, 7/I W LAM - (3H6' A,.0W. 3/18' A) 83.000 1+C2+1 3 1+C2+1 1+C3+1 K 13116° LAM IG- IVOR 3H8° A (MIN.), 3116' OR 114° SPACE, 7!18' LAMI - (3u16'A,.090, 3118' HS) 1+(2+1 2 1+(2+1 3 2 1+C2+1 3 2 1+C2+1 1+(2+1 3 2 1+C2+1 1+C2+1 3 2 1+C3+1 1+C2+1 3 2 L 13116° LAMI IG -1/8° OR 3/18° A (MIN.), 3 M6' OR 1/4' SPACE, 7/16° LAMI - (3H8' HS, M, 31116' HS) 48.000 x 38.376 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3, WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 1+C2+1 3 DIMENSIONS. FOR WINDOW-41,bQ evr!aWC M00 ZO 14E ER WINDOW IN TABLE, 60.626 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 64.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 HEAD S SILL 101!7 MAX ON EACH SIDE OF MEETING RAIL CENTERLdNE. 163!4°MAX• FROM CORNERS. 80.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+p+1 3 JAMBS: W MAX. FROM CORNERS AND 221/2° MAX O.C. 53.000 1+C3+1 1+C2+1 3 2 1+(2+1 1+(2.1 3 2 1+C3+1 1+C2+1 3 2 1+q+1 1+C2+1 3 2 1+C2+1 1+02+1 3 2 1+C3+1 1+C1+1 3 2 TABLE KEY: O X 53.126 x 38.375 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 60.826 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 64.000 1+q+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 NCHORS A CLUSTER OF HE MEETING CENTERED ON THE . MEETING RAR 80.000 1+C3+1 4 1+(2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+03+1 3 PLUS (2) ANCHORS AT OPERABLE 83.000 1+C3+1 1+C2+1 4 3 1+C3+1 1+C2+1 3 2 1+04+1 2+C2+2 3 2 1+G3+1 1+C2+1 4 3 1+C3+1 1+C2+1 3 2 1+C4+1 2+C2+2 3 2 VENT AND F� SE�� m ANCHORS TOTAL AT HEAD AND SILL 60.000 x 38.378 48.000 1+C2+1 3 1+C2+1 $ 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3' MIN. O.C. ANCHOR SPACING) 60.626 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+G3+2 30 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 314° MAX j -H 1--3-MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4 83.000 1+C3+1 2+(2+2 4 3 1+C3+1 1+C2+1 3 2 2+C4+2 2+C2+2 4 3 1+C3+1 2+C2+2 4 3 1+C3+1 1+C2+1 3 2 2+C4+2 2+02+2 4 3 g° REF. X O 66.000 x 38.376 48.000 2+C2+2 4 1+(2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG. RAIL PR4DUCTIREvam ascamv1vftw+� 50.625 2+C$+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 64.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 80.000 2+03+2 4 1+C3+1 3 2+01+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 1+C3+1 4 3 '1+C3+1 2+C2+2 3 2 2+04+2 2+02+2 4 3 2+C3+2 2+C2+2 4 3 1+C3+1 2+02+2 3 2+C2+2 3 83WMAX. 11tY TYP. 3'MK �Illtt 74.038.37§.2+C2+2 4a Tm 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 LYNM eok-S2r.'_'2+C3+2 4 2+01+2 3 2+C3+2 4 2+03+2 4 2+C2+2 2+C3+2 4 r REF. `�ONq X ��� ��CENSF'•p '� 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+(3+2 42+C3+2 3 am 27,-* No. 88705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+03+2 3 2+04+2 4 �VITAI 63.000 2+C3+2 4 1+C3+1 3 E NO�I4AIpQF7il smmT 2+C4+2 4 2+C4+2 5 2+C3+2 4 2µC4+2 5 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS �:(V: lmo,M CWDRESPACING, OXANDXOWINDOWS �`F' • �Tl�N law/it JJZ erantlt v l�eo►oatFroeE7 o +seFrnro7E rn� #7t)4&SaECFVAUMME OANaMCM J..t: Haxorma Firma. . .... ALFJc4111W P.0.89xlmeONTALROLLER NDOW,�IPACT aftft &.w .,,�1 �� ���. naxonare.�sezr< !dale NM 10 d 11 4127-10 E a� es P� arAa Fx.. 2mw 114° WOOD 1 314° MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI ANCHOR. NOTE 3 CONCRETE .' MIN. �; : ; NOTE 1 WOOD 1x WCOD *• BUCK, SEE NOTE 3 13A1° MIN. NOTE 2 1/ MAX. 2x WOOD BUCK, NOTE 3 DETAIL D; DETAIL E SHIM CONCRETE WOOD ,0707ECHNOLOOYDRR2 ANCHOR, ANCHOR NOTE 1 DETAIL A NOTE 2 DETAIL B 114° WOOD MAX. ANCHOR. SHIM 13/8" NOTE2 MIN. 114" WOOD MAX. SHI� ANCHOR, SEE 13A1° MIN. NOTE 2 2x WOOD BUCK, NOTE 3 DETAIL D; DETAIL E CONCRETE ANCHOR, NOTE 1 114° MAX. SHIM —1 CONCRETE ANCHOR, NOTE1 1x WOOD BUCK. 1/4° MAX. SHIM PDE'TAILC NOTE 1 1 314° N. MIN. 3.4 KE.D.CONCRETBUCK, NOTE 3 13/8° MIN. 1/j MAX. SHIM 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY 6 - COUNTY APPROVED 1/4° EL TAPOONS EMBEDED 1318° EMBEDED 1314° MIN.. M NI 13/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (GM OR 114° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1z ARE BUCKS WHOSE TOTAL THICKNESS M LESS THAN1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1i2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM; THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -TS AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIAL& SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE (1.E KSI ChM OR PER NOTE 1 (3.4 KSI CONCRETE) 1314* EXTERIOR INTERIOR MIN. E.D (H & SI.L DETAILS A, B, C, D, & H) TYP. E 3 _T SEE NAILING DETAIL F 1 (JAMB DETAILS E, F & I) EXTERIOR lu DETAIL G (SILL) mmo I HaIF 1 11 d 11 DETAIL I (JAMB) 4127-10 ml WOOD ANCHOR. NOTE2 114" MAX. SHI� SEE 13A1° MIN. NAILING DETAIL D; ECTIONS ,0707ECHNOLOOYDRR2 ►xrxaals.�.a�s P PA. BQx'1878 NOKOAEI8. R3�74 V60 DETAIL G (SILL) mmo I HaIF 1 11 d 11 DETAIL I (JAMB) 4127-10 ml -`f MIIAMi•IDADE WIIAiWI-DADS COUNTY e PRODUCT CONTROL SECTION I1805 SW 26 Strec# Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) Miami, Florida 33175-2474 BOARD AND CODE ADRIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 5sssw miamidade.myleconomy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the ART (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 inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION; Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL Farooq Corporation, signed and sealed by Javad Ahmad, P.E., beating 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed Sa approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and folior%vring statement: "Miami -Dade County Product Control Approved", noted heroin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the, applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0208.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 01 NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 2014 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files #12-0208.03/#09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets I through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FISC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24I 1 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outsiving door, prepared by Hiuricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS (Submitted under file #12-0208.03) 1. Anchor Calculations and structural analysis, dated 02/01/2012, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Plus", expiring on 11/ 2. Notice of Acceptance No. 11-0624. issued to E.. DuPont DeNemours & Co., hie. for their "DuPont Butacite PVB interlayer", ex ' ing on 12/11/16. F. STATEMENTS 1. Statement letter of conforma cc to FBC 2010, prep d by Al Farooq Corporation, dated 02/14/2014, signed and sealed by Javad ad, P.E. 2. Statement letter of conform a to FBC 2010 & financial interest, prepared by Al Farooq Corporation, dated 01125/12, si ed and sea y Javad Ahmad, P.E. (Submitted raider file #12- 0208.03). 3. Statement letter dated 02/14/14, issued by EuroTech for renewal with "No Change". 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 12-0208.03, expiring on June 10, 2014. 2. Test proposal # 07-3527 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 201 4 E-1 M310-t0a\W- uzo-oce (oes) xva zees -ore Wo) zu azea mz (sa�J xra ooseset (sow Fav KM -W '31VO83OM 'JJ rtTM V00mor a'Imm 30tl8831 H1Z t 7N (OZ* H&V Is 1mvS= '0NI smusnaNI HORLOHM E N0LLVH0dt100 bOONV3-W I (TWI) 8000 30NV81N3 ONMS O MW atY''M4�. C r c O mrm� xv m a O e0-st-to ziw a '3" i )�: W of a a r }� F_ N p - r,8 W WZW-40M\W-dM3 LILO-OC9 (488) W.1 L988 -m 058) -GL o Woy hoyf moo{ c -t„A irCEST -U ' asmosofastvon GmH a O' I vx=varoo-a'mmw BAY Ls WsstxsSNI 30VZR)31 H1Z1 1OZ4 n>o mmrw uya eIt mtwm, soez v t - .e/c o O JAl3Wdo13A3a donaaaa B sum3mom S3l2LLSnONI H03JLONrG aon *m mon u umm e ==S �r e- NOLLyaodmoo b0021Vd-W TW -1) M000 30NMM ONIMS1n0 Wn"M +o st-to wwn o tilmm�mmm� ���� S,a 0 �..�. o Woy hoyf moo{ aqn Q 11y��1 IN v ? U o -'z E m NOOQ _ZO ==S _7a�6ir`.'d�ti'd'K d tilmm�mmm� ���� A .9 11 1 1 1 1 1 V 6 1 gill$SSSIG 7 m a ie o 0 �..�. o Woy hoyf moo{ aqn Q 11y��1 IN v ? U o -'z E m NOOQ _ZO ==S _7a�6ir`.'d�ti'd'K d tilmm�mmm� ���� 0 �o I� N• W � WW S M 4n N ssttg� L7 W v ? U o -'z E m NOOQ _ZO ==S _7a�6ir`.'d�ti'd'K d A S � Sgt 0 �o I� N• W � WW S M 4n N ssttg� L7 W ? U o -'z E m NOOQ _ZO aha O -'z en o\kgk, _7a�6ir`.'d�ti'd'K t>a lay MOD M= w LES i TYPICAL ANCHORS METAL SEE ELEVATIONS sTT1CI FOR 9F'I�ING EDS EDt DIST. TYPICAL ANQiORS b11 SEE ELEVATIONS FOR SPAdNO i,v 11SEe NaA WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH �� RAIMi�ETA1LS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. n TYPICAL ANCHORS: SEE ELEv. FOR SPACING --- n -----.III I�..----- ------- •f f4" DIA. ULTRACON BY 'FICA' (Fw177 KSI. Fy M KSI) 4" V .1./ , 1- " MIN. PENETRAii 0 WOO �`----- j� THRU 1BY BUCKS INTO CONC. OR MASONRY ---- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I TY �APPRDVEDMUL�M DIR TL INTO PlltibUcrati6 M 1-1/4" MIN. EMBED INTO CONC. OR MASONRY SEE SEPARATE NOA w ampb'1a6>1,11I11ifi�,� TYPICAL ANCHOR$ �scade j ... �.3 •CtA ,814 SMS OR SELF DRR_LING SCREWS (MOE 2 CRS) 1� SEE ELM. FOR SPACING INTO MIAMI -DADS COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fq = 36 KSI MIN.) ALUMINUM--TYW-TMt—W -(G —T5 MIN.) T i 2 (STEEL IN CONTACT WITH ALUMINUM T TED OR PAINTED) i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. MaDucv VALVIS a " 11r sms � �' ° INTO METAL STRUCTURE = 3/4" MIN. )M ENDS 0" O.C. MAX. • A ww M%—OZO 63 �h�MsMb,.,(a 12 R CONCRETE AT FAD, SIU, OR JAMBS Pc =3000 P51 MIN. t%,, C-90 HOLLOW/MLED BLOCK AT JAMBS fm 2000 PSI 20PSI MIN. x 1' SMS o, 4C, MAX. q"1tj ER OF Stu SEALANTS: ALL FRAME AND LEAF CQRNERS AND .POINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. DOO DOORS � 012012 Vill'�,I orawrng no. W04-01 g a aoca o, -+s asho a es on= n ALUM OUTSMG ENTRANCE DOOR (LM.1.) AL-FAROOQ CORPORATION ^a � ya• r s u*�� � [42101 ROTECH INDUSTRIES INC. fiNG0&W.87ARODUGT°EYBICPMBNT l 9138 &W. 87 AVB 1 den wma c .11A G a& ro m Fec N.E. 12TH TERRACE MIAn4 FLORIDA=74 LAUDERDALE. FL 33334 TM.�2944SUO FAIL(�X78 en (954) 630-9967 FAX (W) 630-0217 c -ANL W04-01Ey O m A w D V 1 Q pN♦ Z O $ N m 1° 4otet Ot-19-0{ s 0 o_ iO P 9 A S 0 m OWN ALUM OUTSWING ENTRANCE DOOR (LM.1.) EUROTECH INDUSTRIES INC. 4201 N.E. 12TH TERRACE FT. LAUDERDALE. FL 33334 TEL (884) 630-9987 FAX. (084) 830-0217 AL-FAROOQ CORPORATION E, �a II & PROP= 06VELOPMMYF f %=S&W 87AVE MIAMI, PLORWA33174 tr m A A_ V O m A w D V 1 Q pN♦ Z O $ N m 1° 4otet Ot-19-0{ s 0 o_ iO P 9 A S 0 m OWN ALUM OUTSWING ENTRANCE DOOR (LM.1.) EUROTECH INDUSTRIES INC. 4201 N.E. 12TH TERRACE FT. LAUDERDALE. FL 33334 TEL (884) 630-9987 FAX. (084) 830-0217 AL-FAROOQ CORPORATION E, �a II & PROP= 06VELOPMMYF f %=S&W 87AVE MIAMI, PLORWA33174 tr