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WS-13-2503Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202530 Scheduled Inspection Date: May 20, 2014 Inspector: Rodriguez, Jorge Owner: INGRAHAM, WILLIAM Job Address: 1421 NE 101 Street Miami Shores, FL Project: <NONE> Permit Number: WS -11 -13 -2503 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)457 -3988 Parcel Number 1132050240290 Contractor: SUPERIOR REPLACEMENT WINDOW Phone: (305)256 -1411 tsummng ueparltment comments REPLACING 6 WINDOWS WITH IMPACT INSPECTOR COMMENTS False May 19, 2014 For Inspections please call: (305)762 -4949 Page 8 of 52 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 19, 2014 For Inspections please call: (305)762 -4949 Page 8 of 52 FEMA 50% RULE - SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE SUBSTANTIAL IMPROVEMENTIDAMAGE 2101 -0410 NOTICE TO PROPERTY OWNERS Rebuilding your Home after the storm? Adding on, renovating, or remodeling your home? Here's information YOU need to know about the "50% Rule" If your home or business is below the 100 -year flood elevation, also known as the Base Flood Elevation (BFE), FEMA has flood damage prevention regulations that may affect how you remodel, renovate, or add on to your building. If your home or business sustained structural and /or interior damage, these regulations may affect how you rebuild. These laws are required by the National Flood Insurance Program to protect lives and investment from future flood damages. Miami Shores Village is required to adopt and enforce these laws in order for federally - backed flood insurance to be made available to we residents and property owners. SAVE YOURSELF TIME AND MONEY1 PLEASE READ THE FOLLOWING INFORMATION: SUBSTANTIAL DAMAGE means damage of any origin sustained by a structure whereby the cost of restoring the structure to it's before damage condition would equal or exceed 50 percent of the market value or replacement cost of the structure before the damage occurred. (Note: The cost of the repairs must include all costs necessary to fully repair the structure to its "before damage" condition.) SUBSTANTIAL IMPROVEMENT means any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. If a building is "substantially damaged" or "substantially improved ", it must be brought into compliance with the flood damage prevention regulations, including elevating the building to or above the 100 -year flood elevation. Miami Shores Village, follows the National Flood Insurance Program requirements, and has the responsibility to determine "substantial damage" and "substantial improvement", and has implemented the procedures on the following pages to do so. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE NOTICE TO PROPERTY OWNERS Miami Shores Village will use the assessed value of your structure (excluding the land) recorded by the Property Appraiser's Office. If you disagree with the Property Appraiser's valuation of the structure, you may engage a property appraiser licensed by the State of Florida to submit a comparable property appraisal for the total market value of the structure. You must obtain and submit to the Building Department a detailed and complete cost estimate for the addition, remodeling, reconstruction or for repair of all the damages sustained by your home, prepared and signed by a licensed general contractor. The contractor must sign an affidavit indicating that the cost estimate submitted includes all damages or all improvements to your home, not just structural. The signed contract document must be submitted with your application. If the owner is acting as his or her own contractor, the owner is responsible for submitting the cost estimate, and providing documentation, including subcontractor bids, to document the cost estimate. 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 of improvements or repairs does not include items not considered a permanent part of the structure. (i.e., plans, surveys, permits, sidewalks, pools, screens, sheds, gazebos, fences, etc. — see attached copy). If your home is determined to have "substantial damage" or is proposed to be "substantially 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". 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 (heating 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 level. Non- residential buildings may be "flood- proofed" instead of being elevated. If the lowest floor of the structure, including electrical and mechanical equipment and bathroom are already above the 100 -year flood elevation, the building can be repaired and reconstructed without having to comply with the fifty percent (50 %) rule. Building plans must be prepared to show how the building is to be elevated. If located in a V -zone, Coastal High Hazard Area, or if the building is to be flood - proofed, these plans must be prepared and certified 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 materials to be used. Where materials or servicing equipment are donated or discounted below normal market values, the value should be adjusted to an amount equivalent to that estimated through normal market transaction. Self or Volunteer Labor: The value placed on labor should be equal to the actual or estimated labor charge for repairs of all damages sustained the structure. Where non - reimbursed (volunteer) labor is involved, the value of the labor should be estimated based on applicable minimum hourly wage scales for the type of construction work to be completed. Our permitting official based on his /her professional judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, 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 [ ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings [ ] Attached decks and porches [ J Interior partition walls [ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings [ f Windows and doors [ ] Re- shingling or re- tiling a roof [ ] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub - flooring [ ] Bathroom tiling and fixtures [ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ ] Kitchen, utility and bathroom cabinets [ ] Built -in bookcases, cabinets and furniture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment [ ] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] 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 building components [ j Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean -up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built -in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools \spa 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 item): 1. Completed and signed application for substantial damage /improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, 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 subcontractor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW J)U kA A a: AA 14 Q f 6 Property Own is Name: NXI KjC- ln(�d 51 Property Owner's Phone Number: Name: 4� Address: Contractor'sPhon"umber: 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: Al am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: 11-1.5— 1-7 Property Owner. Date: Contractor: LL�/Z-17 ��77 Date: N 4,/ SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: — Property Owner's Name: Property Owner's Address: Property Owner's Phone Number. I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF J f.(/ COUNTY OF— Before me this day personally appeared xv If , who, being duly sworn , po es and says that he /she has read, understands, and ag ees to comply with all the aforementio d on iti ns. I Property e s Signature h Sworn to and subscribed before me this day of 20 Notary Public State of s Zook My commission expires 003620 Expires: JULY 17, 2014 BONDED THRU ATLANTIC BONDING CO., INC. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Contractor's Company Name: Contractor's Address: Contractor's Phone Number: �- Contractor's State Registrattn or Certification Number. Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and /or remodeling which are hereby submitted 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 Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF 'C .ri dl� COUNTY OF %�� Before me this day personally appeared �~�r� e�C , who, being duly swom, deposes and says that he /she has read, understands, and agrees to comply with all the aforemen ' Contract ,. Signature Sworn to and subscribed before me thii C5- day of Notary Public State o . My commission expires: s '� " "'•• IXMA GWARA IulYC�4A163SlON I EE 16W • EXPIRES: hiaq 12, 2016 6aMed 7hro PW to Urns Application Cost Estimate of Reconstruction / Improvement Number Date Address This cost estimate of reconstruction improvement must be prepared by and signed by the contractor or by the owner If the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub - Contractor Bids Contractor or Owner Estimates Bid Amounts (see note "D ") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather -strip 6. 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 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 BYJILDING PERMIT APPLICATION Permit Type: BUILDING r NOV 0 5 2013 FBC 20 Permit No. Master Permit No .3 ROOFING JOB ADDRESS; O•� 67*e z4 City: Nami Shores County: Miami Dade Zip Folio/Parcel#: Is the Building Historically Designate& Yes NO Flood zone: City: & State: i;� 5 'IsI CONTRACTOR: Company Name: Address: City: A Qualifier Name: State Certification or Registration #: ( Certificate of Competency # Contact Phone#: ®� l Emit Ad-drew. q 5G DESIGNER: Architect/Engineer Phone#: Value of Work for this Permit: $ &uare/Unear Footage of Work: 0( kv Type of Work: DAddition OAlteration DNew jUtgW#1teplace j DDemolition Description of Work: COZOT dwu file: Submittal Fee $ ° ® Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Trainmg/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Banding eompany's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ) LECMCAL WORK, PLUMBING, SIGNS, WEUS, 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 $2500. the applicant must promise in good faith that a copy of the notice of commencenwnt and construction lien law brochure wilt be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building pe is issued. In the absence of such Po notice, the inspection t approved and a reinspection fee wilt be charged � � •�� �j� -- Si signature �-- Owner or Agent Contractor The foregoing instrument was acknowledged before me this _ The foregoing instrument was acknowledged before me this day of 0 Cl— G • , 20 13. by k✓l 1/i Amt /�i/ (� day of by who . personally �or who has produced who' rsonally known t or who has produced As iaentificetion and who did take an oath. NO ARY PUBLIC: Sign: My Commission Expires: APPROVED BY ComMion # EB003620 Expires: JULY 17, 2014 MU ATLANTIC BONDING CO., INC. Plans Examiner Structural Review (Revlsed 311212012){Revised 07 /10/07)(Revisat 061=069)Wxvised 3/15/09) as idemification and who did take an oath. NOTARY PUBLIC: Sign: /`�t� -� �s"Q��j/• Print:.Y'� : a ex x aoiana " " ".• ; Diane Michaels Zook My Commission Expiresf ; �COMMission # EE003620 +�nYlms. JULY 17, 2014 BONDED THRU ATLANTIC BONDING Co., INC. �8& +ice # #�5�dsffi��b+► # #�k# Zoning Clerk �Q rsde� INESS CERTIFICATE OF COMPETENCY QUALIFYING TRADE(S) 0016 DOOR 0023 GLASS & GLAZING 0029 METAL AWNG & SHUTR caries Domw P.E. Good" of do Board t' d www.rrtlamtWde,gw4mw4ebpmwd a a I Ttii.S`IS (VOrCA BUZDO NOT (+A b k 2 �YOI1F CEIP$' 11[C► � �' ��,,y.yy����y.y�1• ��ii7ee r DOCJ &IVG =8'�1 ' lb: +' 1�2�15�iF�.FsTY`fi3 p �t►1�l1{.�. ' :33'x$6 ` � , khrrer���+f�'�•. { 103 t8 O R TYPE OF SVM ESS za PA YM F'�E gt S OR RMAi Ii WINDC?Wf S SPEEi t'IY'B 3L 51NG CON" R er SYTf►7 1. ' R iNt 225 o9l2�ji013 e vo lAane5.� oz2� -oot ,,' 1 C_ 0:0, . . . . . . . . . . . . U&M laml;�� c in I'M'- f iw- WMAM VIA* ..:.SUF .54OR REPLACEME ' ?#-MDOW Jwmx ", Z-Arl'.4AMP4Z R "09/26/ "13 75M S 0385 COIS& the "Gahm or noneeveen+fl1 re leave amt nsq�eme(iY�:vv�itob a@gry�aia�s. ., The Rgalyr No. in Code *MOM wt~tc M REPLACEMEW.--Wly DOW -- &-,.� 196 CbRINC SCC7 Penn ijjAptiffoodoear oldar% c The RECEIPTb10, e46gsa . Wbe fo` mere Iffthation, visit i�WCTOR )9126/-2,013 D16$ )tau STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 SCHAFFER, JAMES C SUPERIOR REPLACEMENT WINDOW & DOOR INC 21032 S.W. 91ST COURT CUTLER BAY FL 33189 (850) 487 -1395 srATE OF FLORIMA AG# 64961,33 Congratulatonsf With this license you become one of the nearly one million DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. pROFESSIONAL - REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers, to barbeque restaurants, and they keep Florida's economy strong. SCC131151253, Q /11/12 000000000 Every day we work to improve the way we do business in order to serve you better. For in rmation about our services, please log onto www.myfloridalloonse.com. CERTIFIED SPECZ- ALTY . CONTRACTOR There you can find more Information about our divisions and the regulations that SCHAFFER,. 414 8` impa you, subscribe to department newsletters and learn more about the SUPERIOR RE WINDOW & DO De ent's Initiatives. GRASS AM GI,AAZi>'. NTRACTOR Our M n at the Department Is: License Efficiently, Regulate Fairly. We strive to serve you better so that you can serve your customers. for doing business in Florida, and congratulations on your new license! 196433 DETACH HERE STATE OF FLORIDA. IS CE iTIFIND under the provisions of Ch.489 Ida ftoiratimo date. AUG" 31, 2014 L12071100698 SEQ# L12071100698 The ;LER SS AND GLAZING CONTRACTOR Name elow IS CERTIFIED Unde he provisions of Chanter F &,. Expi ion date: AUG 31, 2014 y4 AFFER, JAMES C fix_ ' ERIOR REPLACEMENT WINDOW &..DOOR..., 32 S.W. 91ST COURT BAY FL 33189 RICK SCOTT XMt LAWSON GOVERNOR SECRETARY nirni w" wn nnn, unrn nv j Ater Q7 1 2012 000QOn000 SCC131 5I:S 4 M The ;LER SS AND GLAZING CONTRACTOR Name elow IS CERTIFIED Unde he provisions of Chanter F &,. Expi ion date: AUG 31, 2014 y4 AFFER, JAMES C fix_ ' ERIOR REPLACEMENT WINDOW &..DOOR..., 32 S.W. 91ST COURT BAY FL 33189 RICK SCOTT XMt LAWSON GOVERNOR SECRETARY nirni w" wn nnn, unrn nv j Ater FROM :ALL– MOTORS2 FAX NI). :305- 266 -4555 Nov. 05 2013 03:53PM P1 CERTIFICATE OF LIABILITY INSURANCE M%Iz tE9AtDb yml 11/05/13 I O15 cetznFlUATE IS ISSUED AS A MATTER OF INFORMATION ONLY AD, 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,°TRIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTMMED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. MWOWAN'T: K the certificate holder Is an ADDITIONAL INSUREPD, em t>ollayih:s) runt be enndorsed. V SUEROMATION 19 WAIVED. Subject to the terms and conditions of the policy, certain poklm may requh* ae enrdorument. A statement on this certificate dose not tooter rights to the certifcate holder in lieu of such endorsemengxs PRODUCER — ACT GCGNZALO SALAS All Motors Insurance PHONE M5)2M fflW - 7381 Bird Rd, eft .tom MW M. FL 33155 INSUR A�FCRO,�t ip! CioyeRAnR Nq PhORe (3 286.5080 Fax (305)266 4SSS " - ga" - ASOENDANT COMMERC14L IVSURANC9 No 13583 INSURHP _, gpSURE?t B t Superior Replacement Window 6 Door, Inc 14250 SW 136 ST. BAY 1113 -- Mlami, FL 33185 NUMBER; INDICATED. NOTWITHSTANDING ANY REtiU1REAAENT, I GRA1 OR r` -v -` �C" "'V , v . nc uNwuncN mmwmY mjuv , FOR THE FOUGY PERIOD CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TH15 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE pOUCES M=RIBED HEREIN IS SUBJECT TO ALI, THE TERM, EXCLUSIONS AND CONDITIONS OF SUCJF( POL jOIES. L IMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM, ---- _TYPE OF INSURANCE G NE':RAL Luum TY COMMGRCIAL GENERAL LIABILITY A ❑ ❑ CLAMS-MAW W CCCIaR ❑ — El C,E RL AGGREGATE LIWr APPLhm PER: AUro1MIO U UABILI Y _ 0 ANY AUTO OWNED ❑ AALLMOS ❑ + ¢Ci LE:D ❑ MREDAUT08 E] NED ❑ UMMUL a I" ❑ OCCUR – p EXCESS LIAS ❑ CLNM3 -MAW RErEtJTION S WORKERS *OMI'SNSATION AND EIPLnyeW LIABILITY – YIN MIA POLICY NUMBER GL- 38590 -1 11109=2 1 11109/2013 DESCRIPTION OP OPERATIONS i LOCATIONS I VEHICLR$ ADOI� Tel. AQtllMeagl Reumm Serla4ow [fame I WINDOW AND DOOR REPLACEMENT / INSTALLATION � � roawrad) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2AVE MIAMI SHORES, FL. 33135 ACORD 2e (2010M) 1F & AbV INJURY S SOULY INJURY (Par pomm) S BODILY INJURY (Per accident} s mod, AMA0E $ H.L. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Be CANCELLED BWOM THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVEM IN ACCORDANCE WrM T W POLICY pR0ViSW4% ®1 �00'r='I'wmhts reserved. The A d logo acre registered tit *s of ACORD Contractor: Homeowner. SRW & D, Inc. Bill and Maria Ingraham 14250 SW 136th Street, Bay # 13 - Miami, Fl 33186 1421 NE 101st St, Miami Shores, FL 33138 Tel: 305 -256 -1411 Lic. # 03BS00463, SCC131151253 Mark Window / Door Type Approvals Width Height DPS ( +) DPS 1 ECO -Guard Series 100 Aluminum Single hung window NOA # 13- 0206.04 191/8 383/8 75.0 90.0 2 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 13- 0206.03 531/8 383/8 70.0 80.0 3 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 13- 0206.03 74 38 3/8 70.0 80.0 4 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 13- 0206.03 37 383/8 70.0 1 80.0 5 ECO- Guard Series 200 Aluminum horizontal rolling window NOA # 13- 0206.03 37 383/8 70.0 80.0 6 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 13- 0206.03 106 1/4 505/8 70.0 80.0 72 • REF.#: w 13-78 Date: 10/28/2013 &15 • E N G C Oy Inc. Contractor. Superior Window/Door Replacement Engineering Services - CA 8116 14250 SW 136 Street Ba 13 Miami, FL - 33186 5595 Orange Drive Suite 201 Job: Lngraham Residence Davie - Florida - 33314 1421 NE 101 st St Tel: (954) 585-0304 Fax: (954) 585 -0305 Miami Shores, FL 33138 Email: Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (M Cladding Elevation 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 Low Rise: Buildings with MRH <= 60' and MHR <= B 15 15 Feet Feet Mfnfmum Width: (B) 65 Feet Roof S lope Roof Slope Reduction Factor 1.00 Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 1.03 Kh - Table 30.3.1 1.03 Kzt - Section 26.8 1.00 To be used when hill height H > =15' felocity Pressure (qz) 68.65 Psf gz=o.00256 . Kz . Kzt . Kd . V "2 Section 30.3.2 felocitr Pressuregh) 68.65 Psf h= 0.00256. Kh . Kzt . Kd . V "2 Section 30.3.1 Int. Pressure) 0.18 1 -0.18 £ Section 26.11 Ext. Pressure zone 4 + 1.00 zone - -1.10 30.4 -1 (walls) zone 5 + 1.00 zone 5 - -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 72° from building comers Wind load combination factor 0.6 0.6 zone 4 48.6 -52.7 zone 5 48.6 -65.1 End zone (a), 72 INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 10/2812013 [Sheet W 1/1 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL MIAMI•C!�►E?E MLOU DADS COUNTY PRODUCT CONTROL SECTION DEPARTAIENT OF REGULATORY AND ECON01%-HC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (780 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mjamidede. v�9mY Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Nam! 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 area 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 "Eco -Guard 100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled ,Tco-Guard Series -100 Alum. S.H. Wdw. (L.M.I.)-, sheets 1 through b of 6, dated 02/12109, with revision B dated 01/11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.24 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. IMMMUNUCou NOA No. 13-0206.04 Expiration Date: April 08, 2014 MAW Approval Date: May 02, 2013 f11013 Page 1 K Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SU WU TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. BETI -08 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. ( Submitteed under NOA#09- 11224.07) 2. Test reports on: 1) Large Missile impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane .Engineering & Testing Inc. Test Report No. HETI -08 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09- 0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09-0224.0 7) e9 'L P Manuel P , AE . Product Control a er NOA No.1 - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E -1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by Ai- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.24) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and scaled by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.24) G. OTHER 1. Notice of Acceptance No. 12- 0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO- Guard" Aluminum Single Hung Window — L.M.L ", approved on 05/03/12 and expiring on 04/08/14. Manuel Pefez, P Product Control Exa lner NOA No. 13-0206.04 Expiration bate: April 08, 2 W Approval Date: May 02, 2013 E -2 EC-0—GUARD SERF -100 ALUMINUM SINGLE HUNG WIMON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE CATIONS OF S.N./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED W.UONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUU.ION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CMMY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIRE VELOCITY HURRICANE ZONE (HIM). WOOD BUCKS BY OTHM MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETALLS. ANCHORS OMMMEHT TO BASE MATERIAL SHALL BE BMW WALL DRESSING OR STUCCO. ANCHORING IONS MITT SHOWN IN THESE NAILS ARE THIS APPROVAL A LOAD OURATION INCREASE IS USED IN DESIGN of ANCHORS INTO WOOD ONLY. MATERIALS INCLUDWG euT Nor LIIMTED ro STEE COME MO CONTACT WITH OTHER DNS589LAR bI1 =SHALL T�Tiff REOUIREMEM8 OF THE FLORIDA BLDG. CODE SECTION 200]LEL& EQUAL LITES I a 83 47 NJ 0 FALSE MA/NTMS NO ANCHORS AT SILL DACE OPTIONAL 47 3/8° 0.40. ENT) Im 3178" YM vom UNEQUAL UTES (ORIEL TYPE) THESE WINDOWS ARE RATED FOR LARGE MISSLE FACT. SHUTTERS ARE NOT REQUIRED. ON% A �gggg fb ppgggg• V1 u z PRODUCT RBVISIND ? a Bqt u�emrMa � @ 5 5 drawing no. W09 -08 UNB9UAL LI2>98 A�iNDOTiB at�lax ufaD cerACrrx - rsa pl.aNSS DI1�. Lf1nS9 TYPB •� oIn,R9 9°t'PS 's• w9m1 tart EsRd +) 1Md -) e><1T xy tMd -) 19 -1/6' ae' a9 -I/2° ri' 37' ao• 49° as -1/s So-6/e ray Tao �.o sQvu. Isms �nrTnows eo.0 760 Sao Tao �.o Yom soA Tao >t» TAAO CbPALM1'Y - >� Tsa 90.0 v�DrH 90.o mA 90A 78A 900 trlexc� n1a�- ernes � a' ozn:ls TrrE 's• eoo Tao Sao 9ADTH LM11T f7LT +) IM.( -) F3fT.(t) IM.t- �.0 Tao 90.0 90A T6A 90.0 G 18 -1/8' 76.0 Tao 8a.0 Tao 90A 9051 mA �.0 7a0 8a.0 mA 90.0 - 24° 76.0 T6.0 80.0 750 eoe 90A 19 -1/6' 2N ZB• -1(2` 3x 3T' ,�• ag° 78° t� mA Boo 78A �.0 76.0 ze -t /a° mA TaA 9.o Tao 9aA �A mA 90.0 mA 80.0 - mo 3x z6° Tao 90A T5.0 904 7a0 80A mA 80.0 sT° �> Tao no Tea soo ao° Tao WA 76A WA �n{ ae° ss -t /s° l9 -t /a` Tao Tao Tao �.o eoo Sao Tao Tao Tao 90.0 9.o 90.0 40" 48° SS-f 8° 7d a4' •29 -/ /x 730 no 80.0 soo 750 Tao 90.0 90A 0� 3a° 37' � -5/e" (3) Tag 7S0 90.0 80.0 Tao Tao �.o s.0 80A m.0 90A 78A 110.0 7$A 90.0 40° Tao 80A 78A eoa 48° Tao 80.0 7B.o 9aA LITES UNEQUAL. LTIES (ONEL TYPE) •� 53 -1/8" 730 90.0 78A 90A EQUAL I�f/9' 780 90A 75.0 80.0 24° 730 80A 78.0 90A 28 -1/2` m.0 WA 740 90A 7 32° 6o -s/e° 750 �.a TSA 9oA V1 37" t +J T9.a 90A 79A �A O z ao° 48° Tao 7a0 90A 1�A 7S.o 784 Sao 90A 83 -1/9° 78A 90A '730 80A f9 -I/8" 7a0 90A 76.0 90A a M1 aa• mA �A 7a0 8OA �W 28-t/x 7SA lA.q 78A 90A 0 32' fi3" 730 90A 7SA WA A� 37° (S) 754 80A 75.0 90A 1 Waaf 40° Tao 80.0 75.0 90A 4B` 750 90A 7a0 BOA SS -1/8' 760 90A 7&O 80.0 1ff -1/8° Tao 80A 75A �A a4° _ 78.0 90A 78A 80A 29'1/2° 7a0 90A 75A 90A 1/6° HEAT MOM GLASS 3/18° IMAT STREMD. OIASS Sa° 37' 76° t8y 78.0 750 80.0 9.o Tao 750 90A 904 lL A90" A00" DE�� ER T6 W ER Di3'ONT OIlpOM g 3 1/8' HEAT STREMD. OLASS 3/19° HEAT SMM D. CLASS GLASS CAPACITIES ON THIS SHEET ARE Ww ma N9 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) BUILDING COMMISSION a AND FLORIDA t9 78 i DECLARATORY STATEMENT DCA05- DEC -219 a PRODUCT RSVtm �NYaritls CAL FIAJ T�2 -No Data D:.6 g 21 8A >3T 1 9 84 GIAN TYPH 'A' �T_ASS ZMA 'B' YYV9 -0308 GT.AZING OPTIONS o} g UNB9UAL LI2>98 A�iNDOTiB at�lax ufaD cerACrrx - rsa pl.aNSS DI1�. Lf1nS9 TYPB •� oIn,R9 9°t'PS 's• w9m1 tart EsRd +) 1Md -) e><1T xy tMd -) 19 -1/6' ae' a9 -I/2° ri' 37' ao• 49° as -1/s So-6/e ray Tao �.o Tao eao T6A eo.0 760 Sao Tao �.o Tao soA Tao Sao Tsa 90.0 Tao 90.o mA 90A 78A 900 W.0 eoo Tao Sao �A i9 ^I/8° 24' as -1/a° 32" 37' 4a' 48' 93 -1/a" 93° (S) mA �.0 K710 �.0 Tao 90.0 90A T6A 90.0 90A 76.0 �.o 90.0 7aa 9051 mA �.0 7a0 8a.0 mA 90.0 - 76.0 90A - - 7a0 90A 19 -1/6' 2N ZB• -1(2` 3x 3T' ,�• ag° 78° t� mA Boo 78A �.0 76.0 �.0 mA 90A Tao �.0 mA �A mA 90.0 mA 80.0 - mo �.o - -- Tao aoo 7a0 80A mA 80.0 40" 48° SS-f 8° mA 80A 7a0 90A 7a0 80A m.0 90A 78A 110.0 7$A 90.0 UNB9UAL LI2>98 A�iNDOTiB at�lax ufaD cerACrrx - rsa pl.aNSS DI1�. Lf1nS9 TYPB •� oIn,R9 9°t'PS 's• w9m1 tart EsRd +) 1Md -) e><1T xy tMd -) 19 -1/6' ae' a9 -I/2° ri' 37' ao• 49° as -1/s So-6/e ray Tao �.o Tao eao T6A eo.0 760 Sao Tao �.o Tao soA Tao Sao Tsa 90.0 Tao 90.o mA 90A 78A 900 W.0 eoo Tao Sao �A i9 ^I/8° 24' as -1/a° 32" 37' 4a' 48' 93 -1/a" 93° (S) mA �.0 K710 �.0 Tao 90.0 90A T6A 90.0 90A 76.0 �.o 90.0 7aa 9051 mA �.0 7a0 8a.0 mA 90.0 - 76.0 90A - - 7a0 90A 19 -1/6' 2N ZB• -1(2` 3x 3T' ,�• ag° 78° t� mA Boo 78A �.0 76.0 �.0 mA 90A Tao �.0 mA �A mA 90.0 mA 80.0 - mo �.o - -- Tao aoo 7a0 80A mA 80.0 kwis =ac�w1. 0 O i*T Q .yt• a •_Q•. ,•• •,q* .4.:e• .<.A '. e. .va •d. a Tv SEE fm SEE E1F WOOD BUCKS AND METAL STRUCTURE MOT 8Y ECO WDW. MUST SUSTAIN LOADS IMPOSED BY OLAZINO SYSTEM AND TRANSFER THEM TO THE BUILDING 5Tt8JCilI�E. TYPICAL, ANCHORS • SEE a". MR SPAOM I Ze Din_ TAPCON BY '111N' (Fu-120 KSI. Fy°92 10) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY IWO CONC. OR MASONRY 1 -1/2" MIN. EM8ED INTO CONC. OR MASONRY I LC CIA TM OR SELF DRILLING SCREWS (GINX s CRS) HNTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 614 SMS OR SELF DRILLING cCREWg (OWN 2 CIM INTO MIAMI—DARE COUNTY APPROVED MULUONS (MIN. THK. _ .090' (NO SHIM SPACE) TYPICAL EDGE Al . INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, CONCRETE Po m 30D0 PSI MIN. MASONRY I'm a 20W PSI MIN. > cam pRODUCPRHViSID "A P � cauplylag w&h tlffil1mWe 4. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Z lid S z �Zpa r� 8w ;;z 8 � � drawing no. W09 -08 ��� MATSOAL A 3 ri.w FYtO3 2 ........— FRW daMB - -- 8089 -119 -- UdtU PIASitCB 4 FY104 i mo UTO. Ift 8983 -T - 9 FY109 1 VENT TOP Rte, 8083 -T8 SUPFRBOOST BY 10 8 M14 i you 90Tf0U RAIL 0063-TG P FU SW 7 M07 2 VEFJT SIDE RAS. 8009 -T8 FRW LOWE 8 FY108 AS iX�. CLAM SM (S /18' UU. WA" 8083 -T8 OPTIONAL 8A MOO AS Rte. MAMa BEAD (7119• Lam. -M) 8083 -T8 - 9 MIS 2/Mff SASH STOP 8083 -TS ' 12 SL209P -2/VW SWEEP tAT1Si, AT 12 -1 MM EMS 7A1WX sULLrvAH � asses. 12A g8 X S18' 2/ VFCH LATCH OAT. SCIM ST. STML PH Sim 14 #8 X 1° AS REOO. FRAME @ VENT AS .Y SCREWS CRS PH sag 14A 18 X 318' 2/ V9NT BOTTOM M ASSOMY SO M Cm PH so 18 E207 AS Rim. GOTWU RA9. BEN. - SEM 101 (60PRDM ULYRWA9 1S EM3 AS HIM. 01AZOQ S£AO BULB SAIi NE ULMWA9 1$ 1 W3141 im mw. 4/ VENT r. w w SASH OUSE CELCM -- UdtU PIASitCB 88 X 3,8' 1/ SASH OM 01St. > CRS ON SLR TYPE 8 F210 2/MENf SASH &M — SUPFRBOOST BY 10 V22FYT17 QB X S/8' 1/ RUA= 84AHM RM. SCREW — P FU SW — AS RWD OLASB SPACER FRW LOWE - 1 5 /iB• sm s"m - OPTIONAL 23 FY120 -AfFLUSH FRAME ADAPTER BO83 -78 �r i �� w.y C �S i L� P LL� 4g I C p 4 4 m� O ao �z � M P-M-ME"N'= j (D M.T. I TYPICAL. SEE M". FOR ripim SEE B". FOR 1/4' WX 1:!: ALT. .4 AM) 041TILVAMMI-W "N FLA. RE CAR z 3j'! '! -Z; ilk drawing no. W09-08 HEAD f.202 j^ - -2081 I il^------ 2b74- ----dl �a *1.1422 Ba laol ® FRAME JAMB 1375 Sig ® FIX. MEETW RA0. n r,.340 ,.250 .082 11.140 VENT TOP W& VENT BOTTOM RAIL V FRAME SILL CLAM BEADS 1.134 ,.087 1.140 VENT SIDE RAL LOW .052 SOU 789 2.811 A FLUSH FRAME ADAPTER I ja I,ro m is sr 4 NOW PR0DUCrPJWl8ED A g" "dbg C1�l�mtaa 4- . I ron�� 0114 By 1p 4.% z3 ON 1i a h 4� No no. W09 -08 MIAMfIDE MIAi1'ti DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S%V 26 St=4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) WY mismidede ov /economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dada 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 "Eco- Guard. 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.Ly sheets 1 through 7 o €7, dated 02/24/09, with revision C dated 01/11/13, prepared by Ai- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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, modellseries, 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. I'MaY YATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and -followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 Page 1 Eco Wiundows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacture's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.L)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 0 1/1 5109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09 0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum, horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted wider NOA #09- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09 - ©312.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #49- 0312.08) Manuel Pepo.y. . Product Control Ifiarainir NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTuww) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subnnllted under NOA #09 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2229, dated 01/15/09, signed and scaled by Candido F. Font, P.E. (Submitted under NOA #09- 0312.48) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2230A, dated 01115109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #090312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al -Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by lavad Ahmad, P.E. (Submitted under previous NOA #12- 0221.OS) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and EconoWc Resources (RER)�^^� Manuel Pere . Product Control Exa'mWr NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CEIItMICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08!25/11, expiring on 01114/17. 2.. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0221. 05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA #09- 0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. Manuel Per X Product Control E NOA No. 13-0206.03 Expiration Date: May 27, 20.4 Approval Date: May 02, 2013 E -3 3 1/2° MAX. n F p�� USED I 31 1/4° D.L OPQ 36 3/e" ECO —GUARD SERIES -200 ALUIGN M HORIZONM ROLLING WINDOW O S10N LOAD RATUS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON MEETS I APPROVAL APPLIES TO SOJOLE UNITS OR SIDE BY S10E COMBMTIONS OF H.R./H.R. OR HOR90NTAL ROU MT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USWO MUMS -OW COUNTY APPROVED MIAUONS IN BETWEEN. LOWER DESIOH PRESSURE FROM WNDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, TM PRAT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOWRENENTS OF THE FLORIDA BLXWO CODE MXAMOM HIGH VELOCDY H01wwANE ZONE (HVHz). WOW MOM eY OTHERS. MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. ANCHORS %MLL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALT. BE BEYOND WYQLL DRESSING OR SAJ= ANCH01NO OR LOAM CONDRIONS NOT SHOWN 01 THESE OETAB.S ARE NOT PART OF THIS APPROVAL A LOAD OORATION q SE R USED IN DESIGN OF ANCHORS 0R0 WOOD ONLY. MATERIALS 04CUXMG BUT NOT L.IMDEO TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WUH OTHER DMSULAR MA7TXiW S SHALL MEET THE REOUIREMENTS OF THE FLORDA SM. CODE SECTION 200M 4. C 1 I11' Wean WMTH 3 112° MAX. 4° 10 S/B' MAX. H£AD 32 3/4" F "AitgS U 31,e 32 3/4° DL OPG M O.L. am QL JB 7 /S" VENT 1/e° HEX STRQN'0. OLAS .�J° XJT£PWYER BUTACITH PM" BY roDPDHr HTAT swm o. OUSE sftJCw ON COW" SM {t tt 32 3/4" F "AitgS U 31,e 32 3/4° DL OPG M O.L. am QL JB 7 /S" VENT HEAT STRENro. GLASS " 0T[ERLAYER SENTRYCXAB BY 'DUPDNT' t-1/w HEAT S7Ji£Firo. MASS ,am cbFltdUlli an fir o �p m� Sol � %J" l X1110 100-1 3 `° Li THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE HAPACT.I - SHUTTERS ARE NOT REQUIRED. A" *am PRODUCrUVISED $ Y ilA. PSG Tit as -MAORI wMtiW Fkdb 3 CAI3m A >ti0 QQ33 g 1 Data 2lJ14 9 a Caatrel i- ttrowitrg rto. 15 � W09— 9 2 1/e° HEX STRQN'0. OLAS .�J° XJT£PWYER BUTACITH PM" BY roDPDHr HTAT swm o. OUSE sftJCw ON COW" SM {t HEAT STRENro. GLASS " 0T[ERLAYER SENTRYCXAB BY 'DUPDNT' t-1/w HEAT S7Ji£Firo. MASS ,am cbFltdUlli an fir o �p m� Sol � %J" l X1110 100-1 3 `° Li THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE HAPACT.I - SHUTTERS ARE NOT REQUIRED. A" *am PRODUCrUVISED $ Y ilA. PSG Tit as -MAORI wMtiW Fkdb 3 CAI3m A >ti0 QQ33 g 1 Data 2lJ14 9 a Caatrel i- ttrowitrg rto. 15 � W09— 9 2 Mw Lon cAPACu'r - PSF (10, a OR n mm) HWDOR "D'L A M OLA99 T1iP8 Iri F7Tf.(+ ) BiL( ^) w1T8 0TA89 EIRj+) "m '8' 90f.( -. WIDiN ItEB198' 128 -1/2° 37• 53"1/8' 7$ 28° (3) 4 70.0 WA MA 9010 4 70.0 90.0 80.0 90.0 9 no 8010 80.0 9010 9 7010 8010 a" 9010 28-1/2° 37• 33-IIW 7a 38 -3/8° (3) 4 7910 8010 80.0 9010 4 7010 e0A 8" 80.o 6 7o.0 8010 8010 90.0 8 70.0 8D.0 8010 00A 28-1 1a" 37' 53-1/8° 74' 89"5/8• (4) 4 7" 8010 a" s" 4 70.0 80.0 80.0 6010 8 70.0 a" WA 9010 8 70.0 80.0 86.0 9010 26 -1/2° sl' 53"1/8" 74" � 4 70.0 Flo 8Da 91.0 4 88.9 77.5 80.0 90.0 8 7010 7010 8010 90A 8 7" 7010 8.0 80,4 24° 38° 48' W° 7Ir 2,r 4 7010 8010 WA 9010 4 7010 8010 WA 9010 8 70.0 W.0 BOA 90.0 B 70.0 ✓m.0 80.0 90.0 B 7010 8D10 WA 2" 20 38• 48° W 7a• ( 4 7010 WA 80.0 9010 4 70.0 me WA 90.0 8 70A WA 9010 9010 S 70.0 WA 80A 90.0 8 7010 8010 80.0 70A 24' 38' 48° W 72' (� 4 70.0 W.0 SDA 90A 4 70A 8010 8010 Fm 8 70.0 8010 WA 87.8 6 7010 8010 a" 8 70.0 80.0 8010 90.0 24• 38° 48• W 7a• Or (8) 4 7010 80.0 80.0 90.0 4 8010 WA 90.0 6 70A 70.0 8010 90.0 8 7010 70.0 80.0 90.0 8 700 70.0 :0.o 87.8 A m N0. OF ANCHORS PER HEW & SILL ( ) m NO. OF ANCHORS PER JAMB i LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS 'XO OR OX' DMON LOAD CAPACM - PSF ( %OX SIM) S4INDSB MUL A W/o mw. am TITS A' I Nm mmww. t# m TM WM I 151 W 74" 109 -1/4° 111• �d -) WA +) 7010 74' 108 -1/4° 111° WA 8 12 80A WA 90.0 12 12 BOA 80.0 9010 12 77MO"b W.0 8010 90.0 74• Io6• -1 /4° 111• x-3/8° � 9 12 8010 110.0 9010 Ia 12 aA 8010 9oA 12 7010 80.0 WA 90.0 74° too-11'r 111• -6�, (4) 9 7010 110.0 BOA 9010 12 70A WA 80.9 90.0 12 70.0 8010 8010 9010 74° too- 111• or 9 79.0 7010 8010 90A 12 MA 7010 BO.O 8210 t2 70.0 7010 10.0 80.4 7Y 84" 108" 24• (2) 9 70A 8010 OU 19110 9 _ 70A BOA BOA 90A 12 7010 W.0 a" 90A 12 M0 WA MO 8010 72• 84• 1O8• 38° (3) 9 7010 80.0 8OA 9010 0 7010 SU BOA 9010 12 7010 WA WA 9DA 12 7010 80.0 WA W,0 72• 84° 98• 1W 48' (4) 9 7010 8010 WA 9010 9 7010 WA WA 90A 12 7010 80.0 80.0 9010 12 70.0 WA 80.0 WA 72' 84" W 9 9 70A BOA 90A 70.0 WA 90A 12 �70.0 70.0 8010 WA 12 70.0 WA 87.8 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DMN WAD CAPACITY - PS8 (XO)I 81m) .. game DI6i8 A I w/o Mir. I MASS TM 'W1 W.( +) 9iTA-) MIm 13W11F. 811089 TM '8' OQ.(+) Att.(^) 9811H I I WHT 74" 109 -1/4° 111• 46 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DMN WAD CAPACITY - PS8 (XO)I 81m) .. game DI6i8 A I w/o Mir. I MASS TM 'W1 W.( +) 9iTA-) MIm 13W11F. 811089 TM '8' OQ.(+) Att.(^) 9811H I I WHT 74" 109 -1/4° 111• 9 7010 WA WA 9010 12 70.0 8010 no lu 12 70.0 9010 8010 80.0 74.3. 108^114° 111" (� 9 70A WA WA 9010 12 - - WA 90.0 12 - - su wA 74° W (a) 4) 9 70.0 80.o 8010 010 9 74• 83" 9 70.0 70.0 80.0 90.0 7a• Be 1oB' 24' (a) 0 70.0 8010 OO W.0 9 70.0 80.0 W10 80.0 Ia 7ao WA 8010 9010 12 70.0 WA WA 9" 84° W Iw 38' (3) 9 7060 80.0 WA 9010 9 70.0 8" WA WA 12 7010 80.9 KO 90.0 ^ - 80.0 00.0 7Y 84• s8• 44 () 9 7010 WA 8010 9010 9 70.0 70.0 80A 9010 t2 70.0 79.0 WA 80.0 W (6) 9 70.0 7010 W10 9010 A - NO. OF ANCHORS PER HEAD & SILL { ) - NO. OF ANCJiORS PM JAMB OPERA7Mi0 VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 o� ¢ h 8 q i0 Q O°ry N v Ww3T Fhatds 11' � . ¢ � * amwm no, W09 -12 WEEPHOLES AT EACH END AK. CONNECTIONS SEALED WRH E 9 os. %.A1. ANCfiIX�. {MOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZINO SYSTEM AND TRAAIWM THEM TO THE BU9.DW STRUCTURE. TYPICAL ANCHORS: see MIN FOR SPACM ,IX OW T BY '1TVV' (ft.12D K% h-92 I(M) 1/a- DIA WE= By 'ELCO' (FO -177 K9, "155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8- MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN, EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY J14 SW OR SELF DRUM SCREVIS (WW 2 CR9) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fq - 38 KSI MIN. ALUMINUM : 1/8- THK. MM. (8083 —T5 MW? (STEEL IN CONTACT WITH ALUMINUM. TO BE PLATED OR PAINTED) 814 = a SELF ORIL W SCREWS (MIX 2 CRS) INTO MtW -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8*) (NO SHIM SPACE) TYPICAL EDM DLSI'ANCE INTO CONCRETE AND MASONRY - 2 -1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. CONCRETE AT HEAD, SAL OR JAMBS f'o - 3W PSI MIN. C-SO HOLLOW /FILLED BtM AT JAMBS I'm - 2000 PSI MIDI. 15� 2- z g dra" no. W09 -12 SEE G.04 MR SPACM ESEE LEY i. SPACM M p�O { r ALT. SEC ELtV SPACMD I lo mM oz Slf6NS ALT. 8w WW 4' yi WPNAM1I. ANCHMS SEE ELEY. FOR SPACM SEE ELEY FCM SPACM e' ALT. m n INS'I'AiLATM DJWLS {PITH FLUSH FRAM ADAM PRaM=MVMD cm Wa 'aa myle�t ILe Flmhle °v. e•v a. .�.• °• r"� 4uppP�f19 t1O_ 1'3 W09 -12 :mac s or � 1J387 aq 9/18• 1' 1.434 n .e1s t.l 12 it vw Top/so -roM RAIL STEEL REINFORCBdo .818 J19 AIN 1.147 to O AZM BEAD (1) FRAME HEAD (6� JAMB STILE 2.063 Lai 1.250 1 1' 1.340 .844 1344 Ci MEETM RA. FRAME 5711. 2.10 4 w Isla WO 1.422 3 .912 1 .a2 =21 L 1.378 Su TRACK n, Flm MTG. RAR. WV. FRAME JAMB I ns FIXED FRAME JAMB aJ= .os2 AW 2.611 ® FLUSH FRAME ADAPTER PAW B 4Umm" 8ffiCStP m TFATBRTat MANP. /BONP ��V Fm1 1 FFWX HEAD 6083 -T8 FY= 1 FRAME SILL 8089 -18 FYM 1 SIld. TRACK now 6063 -78 - Q d FY208 AS RECA mm PRAM¢ dw 6083 -18 - FY141 AS REIN. FM FRAW 440 6083 -T8 - FY104 1/ VENT FOW NT& PAL 8083 -T8 a FY10S 1/ VENT VENT 941ERUHX 6003 -T8 g FY20S 1/ VENT ows ME 6083 -T8 - O M07 2/ VENT TOP AND BOTTOM RAL 0083 -T6 FY108 AS Mo. G=NO BEAD 6083 -78 - - AS $ x. RED BAR STEEL b! - AS REOD. F44WOROM BAR STML FY204 AS RTECD. A00-ON SILL ROM 8083 -78 USE AS RED. FY2D8 4/ VENT ROLLER MOUSING & QKDE cam - 3 r 120 2/ VENT ROLLER BRASS Oil 0 fl2T0 2/ VENT ROLLER PIN ST. SM - /S X T' AS REIN. MWE/YW ASSEMBLY vw%W CRS P.H. SNS fe X 9' 2/ VENT FOL M SILL SOWS (SILL END) CRS P.H. SNS !a 03181 AS RM. FIN SEA. WWOM - ULTRAFAS 13PDT18O AS REM I BULB SBA. 0 -um SI28. m ET47 AS am BULB SEA. SWOPPZS UURAFAB. OURQLIETER 6848 w E203 AS READ. 0.6=0 SM Bute SANTOPRW ULTRAFA L MOMMETER 6848 R8 -80 AS REIN. OLASS wvm SILICONE FRANK WK SL2WP 2/ VENT SITEW LAM - SULLIVAN & ASSOC. 8 X 116° 2/ LATCH LATCH Di6T. SCREW ST. STEE1. OH Bids 4 WAN. 2/ MW SLEEP VALVE - PREFEINW ENO. PRMUCTS - 1/ VENT s /18• COL I OPTIONAL g pn_� Q M Fr124 - F1LlSN FRAME ADAPTER 6003 -TB CKIONA. La g wmg IFIXED 1dTG. RNL CORNER nn gc g A QQpQp 4 n �Z g co ^' � Lf WaWxo <mn AM= CWL nA. PE l _ g 4