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RC-16-1479Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Square Footage Description of Work Date Issued Occupancy Load Occupancy Type Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-295050 Permit Number: RC -5-16-1479 Inspection Date: January 08, 2018 Inspector: Kendall, Travis Owner: FISHMAN, GEORGE Job Address: 103 NE 99 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: STAR CONSTRUCTION CO INC Permit Type: Residential Construction. Inspection Type: Survey Final Work Classification: Garage Enclosure Phone Number Parcel Number 1132060132180 Phone: (305)893-4101 Building Department Comments CONVERT GARAGE INTO STUDIO AND REMODEL REPLACING -4 WINDOWS AND 2 DOORS WITH IMPACT 09-01-2016 Met with property owner and architect . they are not required to comply with the floor elevation as long as the room is classified as a storage room. Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until For Inspections please call: (305)762-4949 January 08, 2018 Page 1 of 1 BOUNDARY SURVEY Property Address: 103 NE 99TH. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: •••• • • • •••• • • • • •. • • • • •• • • • Lots 15 and 16, Block 16, of "AN AMENDED PLAT OF MIAMI SHARES, SECTION NO. 1" • according to the plat thereof as recorded in Plat Book 10 at Page 70 .qfrPubrA'Records:of • Miami -Dade County, Florida. • •' • •' ' • • • • • SURVEYOR'S NOTES: • •• • • • • • • • •• • • 1) The above captioned Property was surveyed and described basdd.'b i the above LVgat • • • Description: Provided by Client. •• • 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Standards of Practice (5J-17 FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami -Dade County Benchmark #N-568. Elevation = +9.65' 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 -0302 -L -SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) GEORGE F. & NANCY A. FISHMAN B.) SURVEYOR'S CERTIFICATE: Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: December 11, 2017 Job# RP17-1214 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAND .St!"RVE V O R _i , INC. 6175 NW 153`tl STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 * Fax: 305-827-9669 F:\BOUNDARY-SURVEY-NOTES\103 NE 99 STREET - MIAMI SHORES - 12-11-17 .doc Page 1 of 2 1 BOUNDARY SURVEY SCALE: 1" = 20' FIP. 1/2" No LOT -14 BLOCK -16 T15. ALLEY PER PLAT •. • • • .. • • •.. • • •.•• . LOT -13 Bl1XX:K-16 •••• • • • • .••• ..•• •• . —. T T • •• •• •• • • • . • . • . • ••• . r • • 9' WIDE PAVED AjLEY • • • • • 105478' •• •• • FIP. 1/ ) No I •!! 0.2' 89'41'07" .CONCRETE.., • ,s '18.x'` e 0 x r w Z W 0- > > J FE Q J CL 0 < 1— (/) 0 D N fD W .\. Z BLOCK -16 w U Z Z Q 5.6'": 0.5' O ,O Lei A/c UNIT 0.3' —x— 0.1' 5.5' f,r 1/1 R= L�8 A=3 T=24. 0 1� 22' PARKWAY U O J O J 90'18'53'; 10. rP'1.D. w z 3 LAND SURVEYORS. INC. PHONE: 305-822-6062 * FAX: 305-827-9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL. 33014 LEGEND N.E. 99th. STREET OH Overhead Wire Line /1 Wood Fence X Chain Link Fence ❑ Iron Fence — — — Monument Line — Centerline Property Line C.B.S. V/////// 21' ASPHALT PAVEMENT 75' TOTAL RIGHT—OF—WAY +o =Existing Elevations =Catch Basin d9i =Water Meter ® =Electric Box pS =Sanitary Manhole =Sprinkler Pump ca., =Wood Pole 0 =Conc. Pole =Light Pole +,170 =Fire Hydrant =Water Valve =Inlet =Florida Power Light Transformer ® =Cable Tv Box © =Electric Meter Box Illllll A/C=Air Conditioner Conc. =Concrete C.B.S. =Concrete Block & Stucco D.E. =Drainage Easement D.M.E.=Drainage Maintenance Easement F.F.E. =Finish Floor Elevation F.I.P. =Found Iron Pipe/Pin F.I.R. =Found Iron Rebor F.N. =Found Nail F.N&D =Found Nail & Disc L.M.E. =Luke Maintenance Easement (M) =Measured (P) =Platted (R) =Record Res. =Residence SIP/R =Set Iron Pin/Rebar U.E. =Utility Easement A=Arc BRG=Bearing CH=Chord A=Delta L=Length R=Radius T=Tangent Page 2 of 2 INSPECTION RECO D Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Prune: (305)795-2204 Fax (305)756-8972 POST ON SITE Permit NO. RC -5-16-1479 ,Yrr,Y issue Date: 12/27/2016 Pennit Type: Residential Construction Work Classification' Garage Enclosure Expires: 06/25/2017 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bIdg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR. THE FOLLOWING BUSINESS DAY. Requests must Ne received by 3 pm for following day inspections. Residential Construction Parcel #:1132060132180 Owner's Name: GEORGE FISHMAN Job address: 103 NE 99 Street Miami Shores FL 33138 - Contractor(s) Ph STAR CONSTRUCTION CO INC L Owner's Phone: Total Square Feet: Total Job Valuation: K IS ALLOWED: DAY THROUGH FRIDAY, 8:OOAM - 7:00PM. URDAY 8:00AM - 6:00PM. WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. $ 26, 945.65 UILDING AND ROOFING INSPECTIONS ARE DONE ONDAY THROUGH FRIDAY. Ve 7- MEP/ )12 d -f- ,tJ e. ,y_ w/v'� i5, /-/9 e 11'0-J ?//7 NO iNSPEOTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT .NORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL PEQUIFED TO ALLOW INSPECTIOIV. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE Or: COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A ATTORNEY BEFORE COMMENCING WORK OR RECORDil ; •URN ICE 0 COMMENCEMENT. INSPECTION STRUCTURAL INSPECTION RECORD DATE INSP Foundation Stemwall Columns (1st Lift) Slab Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall 412 Wire Lath Pooi Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance I DOCUMENT Y Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS INSPECTION Temporary Pole ELECTRICAL DATE INSP 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Ro Roug Telephone Rough /1/1-7',1'1>" Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rnugh Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL, INSPECTION PLUMBING DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers ft -/7 [t7 Septic Tank gt/ Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL 4J-!- PLUMBING COMMENTS 111.11.111=1111111110 INSPECTION DATE INSP Underground Pipe Rough ntilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL C ��1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on Pages 1-9 OMB No: 1660-008 Expiration Date: November 30, 2018 nit, official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name '(Note: Not Valid to use for any other person or entity). GEORGE F FISHMAN & NANCY A FISHMAN Policy Number: A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No. or P.O. Route and Box No. , 103 NE 99 STREET Company NAIC Number: City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 15 AND 16 "AN AMENDED PLAT OF MIAMI SHORES, SECTION NUMBER ONE" PB 10 PG 70'PUBLIC RECORDS OF MIAMI-DADE COUNTY, FL A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least 2 photographs A7. Building Diagram Number:1B A8. For a building with a) Square footage of b) Number of permanent c) Total net area of d) Engineered flood A9. For a building with a) Square footage of b) Number of permanent c) Total net area of d) Engineered flood Residential, Non -Residential, Addition, Accessory, Lat. 25.866314°N Long. 80.195204°W Horizontal etc.) RESIDENTIAL grade N/A Datum: ❑ NAD 1927 is being used to obtain flood insurance. enclosure(s) within 1.0 foot above within 1.0 foot above adjacent /1 NAD 1983 adjacent grade 1 of a crawlspace crawlspace flood openings flood openings openings? an attached attached garage flood openings flood openings openings? the building if the Certificate of enclosure(s): or enclosure(s) 0 sq. ft. in the crawlspace in A8.b 0 sq. in. , or garage ❑ Yes No garage: 218 sq. ft. in the attached in A9.b 225 sq. in. ❑ Yes ►1 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES- 120652 B2. County Name. MIAMI-DADE B3. State FLORIDA B4. Map/Panel Number 12086 C 0302 B5. Suffix L B6. Firm Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data Determined or base flood depth entered in Item ❑ Other/Source: B9: Other/Source: Area (OPA)? ❑ FIS Profile // FIRM ❑,Community B11. Indicate Elevation B12. Is the building located Designation Date: Datum Used in a Coastal 1929 ❑ NAVD 1988 ❑ (CBRS) area or Otherwise Protected for BFE in Item B9:.1 NGVD Barrier Resources System ❑ CBRS ❑ OPA ❑ Yes A No FEMA Form 086-0-33 (7/15) Replaces all previous editions ELEVATION CERTIFICATE OMB No: 1660-008 Expiration Date: November 30, 201 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg: No. or P.O. Route and Box No. 103 NE 99 STREET Policy Number: City State Zip Code MIAMI SHORES FLORIDA 33138' Company NAIC Number: SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building Elevations * A new Elevation C2. Elevations Complete Benchmark Indicate elevation are Based on: ❑ Construction Drawings* ❑ Building Under Construction* Certificate will be required when construction of the building is complete. — Zones Al.:- A30, AE, AH, A (with BFE), VE V1 — V30, V (with BFE), AR, AR/A, AR/AE, Items C2.a — h below according to the building diagram specified in Item A7. In Puerto Utilized: DADE COUNTY BM #N-568 Vertical Datum: NGVD29 +9.65' AR/A1 Rico Construction AR/AO. meters. measurement used. ❑ meters meters ❑ meters ❑ meters ❑meters ❑ meters ❑ meters ❑meters /1 Finished — A30, AR/AH, only, enter Check the datum used for the elevations in Items a) through h) below. NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: � Datum used a) Top of b) Top of c) Bottom d) Detached e) Lowest (Describe • f) Lowest g) Highest h) Lowest structural for building elevations; must be the same as that used for the BFE. . Bottom Floor (including basement, crawlspace, or enclosure floor) 12.75 L feet ❑ feet Next Higher Floor N/A .❑feet of the lowest horizontal structural member (V Zones only) N/A garage (top of slab)11.48 // feet elevation of machinery or equipment servicing the building type of equipment and location in Comments) 11.17 /1 feet adjacent (finished) grade next to building (LAG) 10.7 I feet adjacent (finished) grade next to building (HAG) 10.9 // feet ❑feet adjacent grade at lowest elevation of deck or stairs, including support N/A SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ' Yes ❑ No ❑ Che information. that any false her- i attachments. Certifier's Name: License Number: JACOB GOMIS 6231 1 Gomis, PSM State of Florida the signature and raised seal of a Florida & Mapper" Title: PROFESSIONAL SURVEYOR & MAPPER Company Name: ROYAL POINT LAND SURVEYORS, INC. cob. 6231, 12/12/2017{ Valid without the original Licensed Surveyor Address:"Not 6175 N R 1 . STREET — SUITE 321 City: MIA K : State: Zip Code: FLORIDA 33014 • Signa i!; Date: Telephone: nis 12/12/2017 305-822-6062 , C•,(' this Elevation Certificate and all attachments for (1) community official, (2) insurance agerit/company, and (3) building owner. Cr r ents (including type of equipment and location, per C2(e), if applicable. .b L, ITUDE & LONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS +11.55'. ELEVATION ON ITEM C2 -e APPLIES TO A/C SLAB LOCATED ON RIGHT SIDE OF PROPERTY. FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 2 of 6 VATION CERTIFICATE OMB No: 1660-008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces; copy the corresponding information from Section A. • FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No. or P.O. Route and'Box No. 103 NE 99 STREET Policy Number: - City State Zip Code MIAMI SHORES FLORIDA 33138 Company NAIC Number: , SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) , For Zones AO and A (Without BFE), complete Items E1 -E5. If the Certificate is intended to support complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).. , a) Top of bottom floor (including basement, ❑ feet ❑ meters a LOMA and or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG ❑ above or ❑, below the LAG 9 (see pages 1-2 of instructions), ❑ above or ❑ below the HAG ❑ above or below the HAG ❑ above or ❑ below the HAG with the community's must certify this information in Section G. crawlspace, or enclosure) is b) Top of bottom floor (including basement, ❑ feet ❑ meters crawlspace, or enclosure) is E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in ❑ feet ❑ meters the diagrms) of the building is E3. Attached Garage (top of slab)feet meters E4. Top of platform of machinery and/or equipment ❑ feet ❑ meters servicing the building is E5. Zone AO only: If no flood depth number is available, is the top of the floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name: Address City State Zip Code Signature Date Telephone Comments ' • ❑ Check here if attachments FEMA Form 086-0-33 (7/15) Replaces all previous editions age i of b ELEVATION CERTIFICATE OMB No: 1660-008 Expiration Date: November' IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR' INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No. or P.O. Route and Box No. 103 NE 99 STREET Policy Number: City State Zip Code MIAMI SHORES FLORIDA 33138 Company NAIC Number: SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —1G10. In Puerto Rico only, enter meters. ' G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below). . 'G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community issued BFE) or Zone AO. G3. ❑ The following information (Items G4 — G10) is provided for community floodplain management purposes. . G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued - • G7. This Permit has been issued for: ❑ New Construction G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ Substantial Improvement feet ❑ feet ❑ feet meters Datum . ❑ meters Datum . ❑ meters Datum Local Official's Name Title Community Name Telephone Signature - Date Comments (including type of equipment and location, per C2(e), if applicable) . ❑ Check here if attachments FEMA Form 086-0-33 (7/15 Replaces all previous editions Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6 OMB No: 1660-008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No. or P.O. Route and Box No. 103 NE 99 STREET Policy Number: City State Zip Code MIAMI SHORES FLORIDA 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front view" and "Rear view"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ,.k :.. , - , "fit •6"�'ny ,�1 i F ..>� i • i e • , a, Photo One Caption: FRONT VIEW Photo Three Caption: REAR VIEW 1.. c.),-" f,*, • � 1 ti t -_ �_` `ws , i r>►te• too Photo Two Caption: LEFT SIDE VIEW Photo Four Caption: RIGHT SIDE VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 5 0 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6 OMB No: 1660-008 Expiration Date: IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No. or P.O. Route and Box No. 103 NE 99 STREET— DETACHED GARAGE Policy Number: City State Zip Code MIAMI SHORES FLORIDA 33138 Company NAIC Number: If Submitting more photographs that will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front view" and "Rear view"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. gyp .,, , .. it i Yom." 1 lir �N.4 � 1 w �. t 1 \.) Photo One Caption: FRONT VIEW Photo Three Caption: REAR VIEW Photo Two Caption: LEFT SIDE VIEW Photo Four Caption: RIGHT SIDE VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 6 of 6 DEBOWSKY DESIGN GROUP RE: Fishman Residence 103 NE 99th Street Miami Shores, Florida 33138 December 4, 2017 Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 To Whom It May Concern, I, STUART M. DEBOWSKY, have performed a final inspection of the property listed above. To the best of my knowledge, belief and professional judgment this project has met the intent of the Florida Building Code and is in substantial accordance with all the submitted and approved permit documents. Should you have any questions or need any additional information, please do not hesitate to contact me at the phone number or address below. Respectfully, 4ast W)414 Stuart M. Debowsky, AIA, LEED AP ® Principal, Debowsky Design Group, P.A. AR 94898 ARCHITECTURE ❑ PLANNING ❑ INTERIORS 4384 SW 13TH STREET MIAMI, FLORIDA 33134 305.495.2751 WWW.DEBOWSKY.COM DOCUMENT COVER PAGE For those documents not providing the required 3 x 3 inch space on the first page, this cover page Must be. attached. An additional recordinc, fee for this page must be remitted. t, Document Title: 111111111111111111111111111111111111111111111 CFN 2018R0008490 OR BK 30817 Pss 394-395 (2P9s) RECORDED 01/04/2018 15:43=48 HARVEY RUVINy CLERK OF COURT MIAMI-DADE .COUNTY. FLORIDA (Space above this line reserved for recording office use) k (Mortgage, Deed, Etc.) Return Document To / Prepared By: • • Rule 2.520 (d) On all ... documents prepared ...whibh are to be recorded in the public records of any county ... a 3 - inch by. 3 - inchsp ace at the top right-hand Comer on the first page and al - inch by 3 - inch space at the top right-hand comer oneach subs equentpage shalltieleftblank andreservedfor use by the clerk of court. CLK/CT 155 Rev. 08/16 Clerk's web address: www.miami-dadeclerk.com PREPARED BY:« DECLARATION OF USE OR BK 30817 PG 395 LAST PAGE Miami Snores Village Building Department 10050`N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 KNOW ALL MEN BY THESE PRESENTS: (�CCOM WHEREAS, the undersigned Ls r3e 1 ISt M U1UalkCyisiare the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: / Air s Lot(s) 15+ / 0 . Block /6 of ullaytAt ' N 4 S (Subdivision); according to the plat thereof, as recorded in the Plat Book /6 Page 70 of the Public Records of Miami -Dade County, Florida, (address) / b 3 %(16 9q 517 and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: • NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. -That the property will be used for a single family residence only. 3. = That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successorsand assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in a ct. ;i'/�7 IN WITNESS WHEREOF, the undersigned has/have caused 6-''and(s) and seal(s) to be affixed hto do this z7 day of �c-C , a0/ 7 20f WI Si and Prin Signature and Print STATE OF EL • RIDA OS' COUNTY OF IAMI-DADE Signature and Print I HEREBY CERRTJFY that on this ay personally appeared before me # Y d-'°'4'�P purposes therein expressed. SWORN TO ANDS My commission expires: J e o• Z r-E7.560\1\c� �l 'ho is personally known me or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for me on this % day of STATE OF FLORIDA, COUNTY OF DADE F918 ts so original f rue c. y .f the day of , AD 20 /52 HAR'tJ 5t By 1 ounty Courts D.C. K`3 ezza iNez,m\\J CeZQZ Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) 8310 SW 43rd Street • Miami, FL 33155 Phone: 305-221-3149 103 NE 99 ST Miami Shores,F1 12/7/17 - - Date Premise Product Used .05 Address of Treatment or Lot/Block of Treatment Time 2:60 p. 241 75/ Imidacloprid Chemical used (active ingredient) Percent Concentration Area treated (square feet) \1_ f onso Applicator 10 Gallons Number of gallons applied 76 LF Linear feet treated Horizontal & Adjoining Slab Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line ce,z7,721) 1 2/7/1 7 lJ At) V �i. INS JLATION CERTIFIS'ATE BUILDING PERMIT No.: RC -5-16-1479 Project Name: FISHMAN Job Address: 103 N.E. 99111. St.. Miami Shores. Fl. 33138 SIAMEENIDESxmlnitam We, the undersigned, hereby certify that the THERMAL INSli1.ATIQN has been installed in the above referenced project, in compliance with the latest edition of the . 1 • • ; 1 . a.t ; 1 • the APPROVED EllEiltY GALCIL AT1C11a and Plans, and in. accordance with good coaswruciioa prate. The insulation furnished and installed has the characteristics shown below: (Chock only applicable boxes) I). Exterior CBS Walls Insulation: R-7.0 (Min): MateriinIM Insutfoam Polystyrene Foam Board. Thiclasess: 3/4" inch (es): Density: Ib/fl: MfgrJohn Manville Q 2). Exterior Frame/Metal Stud Walls: R- (Min.): Material: Thickness: inch (es); Density: Ib/ft: Mfgr: (3 3). Exterior solid concrete walls:R- (Min.): Material: Thickness: inces (es): Density: lb/ft: Mfgr. 4). Interior walls separating A/C from non - A/C spaces iasulatioo: R (Min.) Material: ; Thickness: inces (es); Density J&It C[ S)- -Mia.3 -ERY $ESIDD'dnAL QNliatKTION ©) SLY- The COMMON (f art°) wa% separating different tenants shaft be insulated as follows: FRA14fE1 ET I S tD WALLS R -I t t'Mi L CBS or Concret vvralis R 3 (Mi l by Energy Code requirements. Sce ENERGY CODE, Rev. 1/81, paragraph 903.2 (b), on page 9-17, latest edition. These "minimurnjycis of insulation', arc not included in the Energy Calculations, but shall be installed in the field_ CD 6). Above deck type ROOF INSULATION: R- (min.) Material: Thickness: inccs (es); Density: Ib/ft; Mfgr. 7). Ceiling insulation: R- 30 (Min.); Material: Fiberglass Batts Thickness: 9" laces (es); Density: Ib/ft; Mfgr. Owens Coming )~] 8). NOTE - Densities of sprayed -on, loose fill, or any other composed -on-site insulation shall be the P.C.F. (Ib/ft3) average of three (3) '"DRY SAMPLES' of actual installation Make photocopies of this sheet in your office, as required for future jobs. Installed by: N/A Insulation Company Name N/A Insulation Contractor Signature Insulation Contactor CC M: +' fled • : O.CJ Builder. Star Construction Co., Inc Company Name ui(8ies Signature Building Contractor CC N. CRC010047 Certifie on: 11/1/2017 Date 2/11/2016 i>s 3 Professio a • egu a ion Florida ida Deparimei1tcf Busines Professiiona' Regulation BUS Home License efficiently. Rec to f OFFICE0.,HE IISECRETARY� Log In L v Florida Building Code Online User Registration Hot Topics i Submit Surcharge 4 Stats & Fads { Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16132-R1 Revision 2014 Approved L) T M Windows LLC BUS Site Map Links t Search 1543 North Powerline Rd Pompano Beach, FL 33021 (305) 888-0077 joe_sixto@usalum.com Frank Bennardo • frank@engexp.com Windows Casement /VZ91- MAY 27 2016 2 • • •• • • • • •••• • • • •• • • ••• • • • •• • • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • •• • • • • • • •� • Evaluation Report from a Florida Reeisteereg Architect or a Licensed Florida Professional Engineer • • • • • • • ?*.•' Evaluation Report - Hardcopy Received • • • • • R-ank L Bennardo, P.E. PE -0046549 National Accreditation and Management Institute 12/31/2019 Keith E. Lorinos, PE f! Validation Checklist - Hardcopy Received FL16132 R1 COI Indeo.odf Standard TAS 201 TAS 202 TAS 203 httpsliaridabuilding.orglpr/pr app dll.as st?peram=wGEVXQw0quyfiIngA>ai1 Na ihkCa27v51bKT8akUrnpw%3d%3d Year 1994 1994 1994 • • • 12 2/11/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved` Summary of Products 04/27/2015 04/29/2015 05/06/2015 06/22/2015 FL # Model, Number or Name Description 16132.1Series 525 Casement Window J Aluminum Casement Window Large and Small Missile Impact Limits of Use Approved for use in HVHZ: Approved for use outside Installation Instructions FL16132 R1 II Dwa.ndf Yes HVHZ:3 -75 Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Eval.odf Impact Resistant: es Design Pressure: +70 Other: Created by Independent Third Party: Yes Back Next Contactlh :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Jtefund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you fir!! iletnsee under Chapter • 455, F.S., please click here . • • • • • •• • Product Approval Accepts: security .Mn TkIcs CreditSAFFE • ••• • • • ••• • • • • • • • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• ••. • • • •• • • • • • • . • • • • • • • • • • • • •• • •••• • • • • • httpsl/1ori dabtilding.argfpr/pr app dd.aspu?param=wCEVXQwtDgvyWitiNQt10w6X4oBzloslihkCzz27VS1bKTl#JrUmpw%3d%3d 2/2 4/22/2015 ENGINEERING EXRRESS' A FRANK L. BENNARDO, P.E., INC. INNOVATION Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 525 Casement Window (Large & Small Missile Impact Resistant) Project #15-2372 To Whom It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(S) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval proces of the above -noted product(s). ::;:; ••• Respectfully, • `Sk:-�nrsF'91)- No..4.61 46549 Frank L. Bennardo, P.E. ' "° :.-.. STATE OF :ht.: * ; Frank L. Bennardo, P.E., Inc. ,c• • OR IDT` . ' - FLPE0046549 •' -••••- %ss/0NAL E...`', Cert of Auth #9885 1%i/I",'''',,•,' • • • • •••• •• • • • • • • •••• • •• •• •• •• •• •• • • • ••• • • • •• • .• • • • • • • • • • • • • •• • •••• • • • • • •• • 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM !PaE.R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT Product Evaluation Report 4/22/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL# 16132.1-R1 15-2372 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Casement Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Elkto 1 • (2014) and is, for the purpose intended, at least equivalent to that required by the Cody. I e-pvaluati0i1 bf this product shall be required following pertinent Florida Building Code modifications or 1 vislbns. . • ; •: Substantiating Data: • PRODUCT EVALUATION DOCUMENTS • • • •••. • • •• •• EX drawing #15-2372 titled "Series 525 Casement Window", sheets 1-8, prepared by .? by th§Dltbring Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation R4port. ' .. • • •• • •• • • • .• . •. •• • • • • •. • • TEST REPORTS •••• • • • •. • Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large"missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity Raised Engineer's 41, Pages 1 6549 Frank L. Bennait E. OF # PE0046549 $ I,A►�,#9880 d 40 4,7 • .• • • ••• • No 33% increase in allowable stress has been used in the `fit4c-c,FLDRe �•'�C� design of each product.'�,S�• O • •M. • 6cl �`s The following are approved for use in the HVHZ as specified in their corresponding NOAs: �� 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM • ENGINEERING EXPRESS' 4/22/2015 TM Window, LLC. — Series 525 Casement Window (LMI & SMI) Page 2 of 2 • Saflex PVB interlayer by Eastman Chemical Company (NOA # 14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (Le. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). • • • • •• • Limitations & Conditions of Use: • • •. • ••• • •.• • • Use of each product shall be in strict accordance with its respective Product Evaluatioridaiement (Lep • • engineering drawing) as noted herein. • • • • • • • • •• • designedsuperimposed s,jlf of a mmerpl • • All supportinghost structures shall be to resist all su erim sed loads and listed in each product's respective anchor schedule. Host structure conditions which arrizgraccountetl.: for in each product's respective anchor schedule shall be designed for on a site-speci6cbasis by a . .• registered professional engineer. • • : • All components which are permanently installed shall be protected against corrosion, oorltenlination+ and : • • other such damage at all times. • • • •• • Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAx: 954-354-0443 WWW. ENGEXP.COM • TM WINDOW*•DOR SERIES 525 ALUMINUM'�CASEMENT WINDOW LARGE AND SMALL MI$9ILEJ PACT RESISTANT • • •• • • • • • • • •• • • • • • • • • •• • • • • •• • • • ••• • ••••• • •• • • • •• ••• •• • •• • • • • • • •• • • • • • ••• •• • GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd ---1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOA #14-0423.17) AND DUPONT PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOA# 13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 FuRAwNK.1. BENNARDO, P.E. Na. 4 549 i U —J —J 00 i1 <va zmm Q 0 Z 0' 2 0 f--1 1- PAGE DESCRIPTION: COVER SHEET 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS TYPE"A" "C", "0" SURFACE APPLIED FALSE MUNTINS! OPTIONAL ---.1 0 O 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 6" MAX FROM ANY JOINT OR CORNER (TYP.) • ••• • • 6" j1AKFRON • • • • ANYJOMNT OR • • • COIlIV• R (Tfi� • • • • • ! li • • • • • • • • •••••• •• • • • • w3 D L.O. FRAME WIDTH TYPICAL ELEVATION D.I.O. WIDTH = WINDOW WIDTH -4 Y8" D.L.O. LENGTH = WINDOW LENGTH -4 K. 6" fr FROM 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS TYPE "A", "C" "D" • • • ANY JOINT OR r-� 1 • • CORNER (TYP.) \ __ ilr— II-- ..-JL_ 111 i. =,I -- 11 I . . . . . .. 8 1/4" MAX. FOR ANCHORS TYPE "8" 16 1/2" MAX. FOR ANCHORS TYPE "A", "C", "D" ill-___ 1 1!__--!! i ____ i _ 11 III _,A III III --] [ IllI III Mk ©O. FRAME WIDTH 6" MAX FROM ANY JOINT OR CORNER (TYP.) SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED S FRANK L. BENNARDO, P.E.7N 4/F9rrrr,r p. iliiT.ii sirsOr rri, Ctio.1 49 . y tONn�7f TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 W D.L.O. LENGTH = WINDOW LENGTH -4 W' FL #16132.1 J -J CZ 0 e Q V M Zm Q 0 a 0°2 z F1 LG r COPYRIGHT ENSNEERING EXPRESS 15-2372 SCALE: NTS PAGE DESCRIPTION: COVER SHEET 1 EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. -1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING FRAME HEIGH 6 O SEAL SCREW HEADS WITH SEALANT (TYP.) 1/4" MAX SHIM ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. • •••• • •• •• • • • • • • • • • • • ••• • AN HORSSEI�lc 4R SC EDUL . SEE TYPICAL ELEVATION FOR SPACING • •••• •• •• • • • • • • • • ••• SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. M • • • • • • • • MM. .� • LI NI 11,M MK 1/4•MAX S}iIM • • �I_� • • • •• • • • • • ••• •• • • • I WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. \\Y EXISTING HOST STRUCTURE TYPICAL SECTION 6" = 1'-0" VERT SECT EDGE DIST 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING DGE DIS 2BY WOOD BUCK 1/4" MAX SHIM :' No. 4 54g a s©0 ' S$TE Ned, ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL PICAL ANCI TORSSEE ELEV. ON PAGE 2/8 & ANCHOR ' CHARTS FOR SPACING & QUANTITY TYPE 'A' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 P51 MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: )'s" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D' - 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. (FOR TYPE "B") INTO WOOD STRUCTURE = 1 " MIN. (FOR TYPE "0") INTO METAL STRUCTURE = 3/a" MIN. FL #16132.1 W U J / 0 0 ui >Z m • U zNmto < '"Or' Z Qn a O '°2 0 1- N 'moi LL f K 3NQ • O E u., V <Z N • Lw Z 9 O (Ago U I 15-2372 SCALE: NTS 1 PAGE DESCRIPTION( COVER SHEET 10 D V:Wrojects115-2372 Series 525 Cas ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 0 w w METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF SEALANT FRAME WIDTH OPTIONAL JAMB CONDITION 6" = 1'-0" HORIZ SECT 1BY OR 2BY WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING • •••• • • • ••• •• •• • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1/4" MAX SHIM • ,'(' • jvy • naRIOR 1 I .• • ��_...• .. • • 1/4" MAX SHIM MBED lx OR 2x WOOD BUCK (OPTIONAL) L TYPICAL SECTION = i'-0" SCHEDULE "A" HORIZ SECT D.L.O.- FRAME WIDTH EXTERIOR DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME GLASS TYPE M1 GLASS TYPE M2 GLASS TYPE 10 HEIGHT WIDTH (+) P.S.F (-} P.S.F. (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. 26" 26 1/7' 37" 38" 70 70 70 75 75 75 70 75 70 75 70 75 70 70 70 75 75 75 38 3/8" 26 1/2' 37 38_.. 70 70 70 75 75 75 70 75 7075 70.._._ 75 70 70 70 75 75 75 50 5/8" 26 1/2" 37 70 38" 70 70 75 75 1 75 70 75 70 75 70 75 70 70 70 75 75 75 63" 26 1/2" 37" 38" 70 70 70 75 75 75 70 75 70 - 75 70 75 70 70 75 70 75 74 1/4" 26 1/2" 37"_... _.. 38".... 70 70 70 75 75 75 70 75 70 75 70 75 .....70....... 70 70 75 75. 75 78" 26 1/7 ... 37............. 38" . 70 70 70 70 75 70 75 75 7075 75 .-.-70 . 75 _...... 70 75 75 SCHEDULE "B" ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING XISTING HOST STRUCTURE DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME HEIGHT: WIDTH GLASS TYPE M1 GLASS TYPE M2 GLASS TYPE IG (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. 24" L.. 30" 35" .._.38" 38" 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 70 70 70 70 75 75 .... 75 ............. 75 24" 48" L.... 30" 38" 38" 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 !24" r 30" 60" 36,: 38" 70 70.._.. .._.......... 70___ 70 75 75 _ 75 75 70 70 .._.. 70 70 75 75 75 75 70 70 70 70 75 75 75 75 74" 24" 30" 36" 38" 70 70 75 70 70..._ 75 75 75 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 24" 30" 78" i... 36 ..,. .-- 38" ._ 70 70 _ 70 ...• 70 75 75 75 75 70 70 70 70 75 75 75 75 70 70 70 • 70 75 75 75 75 tra M!!VOJN 1DO, PEN 116 00 6 �.,7j, Nq -, FL #16132.1 W43 a aa, a 1 R a • @�e COPYRIGHT ENGINEERING FXPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET 0 J LTS DUAL ARM OPERATOR •• • • PART # I DESCRIPTION OP -10603G j LTS DUAL ARM OPERATOR 114 • • • • ••• . • • ••• • • • • •• •• • • • •••0.50 • • • • • • • • ••• • • • ••• • •• •• • •• • • • • • • •• • L LEFT HAND SHOWN 0.4461 •••• • • .••• • ••• • • •• • • ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) #10x 5/8" PHILLIPS FH SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. 0.0981 ti 0 N CO 2.989 h 1.094 -1-1.094 10.501 1 N o ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 0 0 L SHAPE STUD BRACKET PART # DESCRIPTION OP -10226 L SHAPE STUD BRACKET LH OP -10227 L SHAPE STUD BRACKET RH OPS -10226 1 L SHAPE STUD BRACKET SNAP ON LH OPS -10227 L SHAPE SND BRACKET SNAP ON RH • •• • .• •• 0.867 APPLIED GASKET AROUND SLOT MULTIPOINT LOCKING HANDLE PART # DESCRIPTION PO -2301 LTS MULTIPOINT LOCKING HANDLE ATTACHMENT ANCHORS:• FRANK L. BENNARDO, P.E. LOCK HANDLE ATTACHED WITH (2) #10-24 x Y2" PH Y3p•. PHILLIPS ZINC, B -POINT, MS SCREW. i O • TOCK SCREWACHED WITH (2) #8x 3/4" FH PHILLIPS, 5s�. I LOCKPIN STRIKER ATTACHED WITH #10 x 3" FH, UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. TRACK SET HOLE 14.593" MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #10x 3/8" PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x iY2" PHILLIPS PH, SS, SMS SCREWS 2 2 #1549-3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10x fie' LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FRAME SNUBBER DRIVER ATTACHED WITH (2) #IOx Y8' LONG PH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FL #16132.1 49 4I1 ga COPYRIGHT ENGINEERING EXPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET J V:1Proiec E .090 SAFLEX OR BUTACITE INTERLAYER X6' ANN. 36" ANN. SETTING BLOCK AT 34 POINTS o CI w GLASS TYPES • •••• • • • ••• •• •• • • • •• •• •• •• • • • • •• •• •• •• • • • • • • • ••• • • sC•��'INTERLAYER � • s • • BUT CITE • • • • 1/a" ANN. W ANN. • •• ••• • •• • • • • •• • • • W • gi hIL I L • •t•1 i 4J SETTING BLOCK AT 3 POINTS • • •• ••• •• • • • • • •• • • • • • • • ••• •• NOTE: GLASS COMPLIES WITH ASTM E1300-09 51,- AIR SPACE 4" TEMP. .090 SAFLEX OR BUTACITE INTERLAYER 316" H.S. SETTING BLOCK Jl AT Y. POINTS MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 1 TM -358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6063-T6 REFER TO DETAIL 19 2 TM -328 CASEMENT WINDOW FRAME 6063-T6 REFER TO DETAIL 19 OTM -327 1/8" GLASS STOP FOR 9/16" GLASS 6063-T6 ® TM -326 1/8" GLASS STOP FOR 1" INSULATED GLASS 6063-T6 O32001 VINYL BULB - 0.175"0 TPE POLYPROPYLENE FOR 1" INS. GLASS ULTRAFAB 0 0ezd250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY O12298 FRAME WEATHER STRIP 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY O32011 VINYL BULB - 0.270"• TYPE POLYPROPYLENE FOR 7/16" & 9/16" GLASS ULTRAFAB O - (2) #8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN ACRYLIC SCHNEE-MOREHEAD - SEAM SEALER 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER 1© - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 13 - RAPID STRENGTH RG57700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS ® - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL m- PRIMARY SEAL P19 e - SECONDARY SEAL SILICONE 11) OP -106036 LT5 DUAL ARM OPERATOR LH RADISSON INDUSTRIES REFER TO DETAIL 19 0 P0-2301 LT5 MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 21 316 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 3 1549-3 SNUBBER ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22 FL #16132.1 J —J N 0 . < zg rk 3NQ £wG 8 a I^zo uj w �Z++ oG 111 COPYR GFD ERGRIEERRIO EGRESS 15-2372 SCALES NTS 1 PAQE DESCRIPTIONS COVER SHEET OF 1 • fN U 0. 8 LL D ,o 0 0 r 3.010 N 1.021 1.625 0 32001 SASH FLANGE 12298 FRAME 0 O Qezd250 SASH CENTER Cr) 32011 SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. EXPOSED SURFACES o co .-4 • • ••• • • • ••• •• ••2.436 `• • • • • • • • • • • • • • • ••• • • • • • • • • • • • L...\ ---1• • ••• • • • • ••• • i 0 q ••• • • • • • •• • •• 1 • • •• • ••• • •• • • • •• • • • • • •• • • • • • • • • • • ••• • ••• • 1.182 • •• ••• •• • • • • • 0.077 0.391 - EXPOSED EXPOSED SURFACES • SURFACES OSASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET EXPOSED SURFACES 0.5751 .FRAyK4.?EENNARDO, P.E., MMYYEEGG776688 �ti... • .II:• 1 O FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET FL #16132.1 J —J 0 DC 0 oui Q Z m 2 (1 U h Z Q o402 z 1- 5 15-2372 PAGE DESCRIPTION: COVER SHEET 04725/2016- 1:22pm inter! V/Projects115-2372 Series 525 Casement Window - FSA - Update F116132 for 2014 Florida Bldg • Project \WP115.2372b_Serles 525 Casement - FL Statewide Approval.dwg • I'Z£I9T# 1d N m D r • • • • •••• • • • •• • • ••• • • • •• • • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • • a 3 0 z (e ti I—+ tri N W REMARKS DRWMN 01rr ISSUE (12-1M -07) JEM CHKD DATE FLB 12/19/12 I9/V (FBC 2014) RWN CSL 04/10/15 " it u6�i ilAIroPsmaawBauwmuls.t.141.xoreE eMRsnniaeoawneenxounenn•oxaeassea ,on• 130,a 11. rennA00111 .xauoneseonmwrom .a,ows wae®Er.EmRAETEEDMI OODATEaACen11 Ete1E TM WINDOW AND DOOR, LLC 601 NW 12Th AVE. POMPANO BEACH, FL (954) 781-4430 SERIES 525 CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#16132.1 00111 . \``>>\ • • • ******** • .14A E�N�/G��I EX RN JEE JG� CO 160 SW 12th AV6 ,, gF1 6 y DEERFIELD BEACE;, 33442 U Rt: (954) 354.0660 FAX: ' » • -F t • • 3 WWW.ENGEXP.IfFR••••• CERT OF Al1TH MI5*p A FRANK L BENNARDO, P.E., INC. INPINO f SUS% DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD. 201 Longhorn Road Fort Worth, TX 76179 MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sired, Room208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade. eov/economv Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. •••• • •••••. This product is approved as described herein, and has been designed to comply with the High ZelocityHOfrlcane .... ; . Zone of the Florida Building Code. ...... .' • DESCRIPTION: I Aluminum Framed Polycarbonate Domed Skylight....... ""'• APPROVAL DOCUMENT: Drawing No. 6DADE14, model "6SF-RADE'', sheets 1 W 2 0.f,2, preFtre J,6y .. : • • Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on Marcfi;8, 20.15, bearing ..... The Miami -Dade County Product Control Revision stamp with the Notice of Acceptance n.Llinaef and the • expiration date by the Miami -Dade County Product Control Section. ••.••• • MISSILE IMPACT RATING: & Small Missile Impact Resistant ( • • • • Le ...... ..... LABELING: Each unit shall a permanent label with the manulacturer5 , or loge, ci yr,state Tinct the following statement: "Miami -Dade County Product Control Approved", unless otherwise nested lferein aig thsP dome shall be properly marked by GE Plastics. 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 #13-0311.10 and it consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E.; M.S. 0,* _Lau APPROVED A o7/0Z/2-o/5- NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 Patio 1 • • •.•.•• • • .•...• • • Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##03-0303.11 A. DRAWINGS L Drawing No. EB696, sheets 1 & I, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 00-0718.02 issued to General Electric Company on 09/08/2000, expiring on 07/02/2003. .•••• . 2. Extrusion drawings No. BVS X10947 -A & BVS 8554 by Tel Toyer.Extrusioh. • 1111 LTD for Birdview Skylights. • • • • •. • : 1111.. E. STATEMENTS . . ...... •••• •• •• • 1. No change letter issued by Birdview Skylights, on 08/10/2000 acid signed by F'Bird 1. No change letter issued by Birdview Skylights on 02/11/03 and stg Ni:by G.•r d .•.• • 1111.. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0611.09 ...... • • A. DRAWINGS : • • ... • 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Aluminurn/Polycarbonate Skylight", prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. A, Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-1 1111.. • • ..1... 0000•• •. .1111 • • ...1. 00000 •.. ...... • • 11.1.. • Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.08 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADS ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N Tolat, P.E., on February 22, 2012. •••• • • • B. TESTS• • • • • • • • .• • 1. None. • • • ....•. C. CALCULATIONS • • • • • •• .• .. 1. None. ...... . • .•• • • ••• • • • •. ...... .• •.••.• •▪ .••.• • ..... •• ..••• .••••• •' D. QUALITY ASSURANCE.•. I. By Miami Dade County Department of Permitting, Environment and Regulatory • • • Affairs (PERA). • •• • • • • • •• •. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0311.10 A. DRAWINGS 1 _ Drawing No. DADE608.1, model "6SF DADS , sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05,- 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. E-2 H. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated March 19, 2015, signed and sealed by Vipin 1L• 4t1lQt, P.E., on March 28, 2015.• • •• • ••• • B. TESTS ...... ...... 1. None. C. CALCULATIONS 1. None. •••• • • ...... • • •• .•• •. ...... • . • • D. QUALITY ASSURANCE • • • 1. By Miami -Dade County Department of Regulatory and Economic lieeources. .• • • .. • • ••• • • • •• • .• • • • •• • .. • .• E. MATERIAL CERTIFICATIONS 1. None. E-3 H A. Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 •• • . ••• .. • • , • ••.• • • • • • •••• • • •_ • .•. • • . • • • • ••• e:• • • • . • OO • ••• • • • • • •• • ••• ••• • • •• OO • • • . • •. • •• • •. . • O O• O . . .• • • • •,. 8100 FLATNESS ACROSS THIS SURFACE 1.038 STATE OF :w ±.024 3.000 PRODUCT REV'SED as cossplying with *r. Floral Rtdldieg Ccde Acceptance :.o 15:0 3 . o6 Das.: Zo18 to taa BVS -XI 0947-A &v.(.),�W sinus 2 1.008 .320 f PI 4 .078 gg___8 .375 ..L --� --.100 t o06 1 '025�jj (2) *.014 1.094 NOTES: *.005 1 ;490, TYP. WALL THKN. EXCEPT ASNOTED. OM a. BVS-X10947-A PRESS#2 ▪ ao. 1.as702 IOIS, ND. 1.8.275 • Pu F.P.9702 PRESSf4 A. N0' 1A10947 tomtit Na 1.6.10947 Pod. F. P.110947 StoZ/so/90 8SD8ZBZLLS CC:0I S1H8I1ANS 83IA0HI8 l00/l00'd Z89141 TOWER EXTRUSIONS, LTD. 3 PRESS To7- -OB SC �{ 91OIlNG + Rp E 1-6-04 Nos BIRDVIEW SKYLIGHTS '�T C5 (VAS 1.23i �p g�"2a-2- Al. INUN§p Un�LESS�OTH N15� �C PMT tN. um ND. 116% 1.076 c lla-r srx "428.45 MAN MD LSE 6" SELF -FLASHING FLASHSING lit 2/4 pus soon Ata4 8063 In too. BVS-X10947-A %RM. 1.291 neyoR�� 1.5 . grim_ 24.984 19 1 ? RILL I. StoZ/so/90 8SD8ZBZLLS CC:0I S1H8I1ANS 83IA0HI8 l00/l00'd Z89141 2.373" 1.50" 1 50" 7.0" 4" MINUMUM SEE GENERAL NOTES #2 3.0 l0% OF, SPAN, 4" MIN. 6.0" DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK — INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/4" and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL. TO OR LESS THAN 50.875 Sq. Ft. 13@ 71/2" = 97 1/2" 14 SCERWS LS 3 7/8' (TYP.) 80 1/4" FASTENER LAYOUT LS = LONG SIDE SS = SHORT SIDE • •l r�. #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER .125" EXT. ALUMINUM ANGLE(6063-T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM CURB FRAMING (6063-T5 ) NOTE: ALL ALUMINUM TO BE 6063-T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 1/2". WITH MIN. ROOF DECK PENETRATION OF 7/8" ROOF MASTIC V/// / 3 7/8" (TYP.) TOTAL 50 SCREWS •l•••• • t0 n 7:1/�"•»72.11?' • 11 A:Rawl s; • r•• •• • 105 1/4" • ••• BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 76179 TEL: 817-439-9266 FAX: 817-232-8468 DATE: 3 - 19 - 2015 MODEL: 6SF - DADE DRAWING# 6DADE14 DRAWN FY • F 1 -11 -RT) SCALE: NTS • • • • AIILOCATIONS AA &•CiFOR THIS SKYLIGHT. LOR,• OT R SMALLER SIZES PRVV(b-EFASTENERS a 7 1/2" ON CENTER EACH SIDE • • • • • • • • • • •• • • ••• • GENERAL NOTES • •• •• • • • tr • • 1. THIS DESING COMPLIES WITH FBC 2010 AND 2014 • • • . • • • • • 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION FOR INSULATION AND ROOF TILES ADD THE TILE HIEGHT AND1E• • • • INSULATION THICKNESS TO THE 4'1 S'i MINIMUM HEIGHT. • • • • • : •• • • • • •_ - • • • •• •• • • a•• • • • • • • • •• • • •• • • • •• •• ••• • • PRODUCT Rriv(SED as complying will, the Florida Building Code Acceptance No, Exp' ion Date a Contro 06 e/8 ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON,' 'L77068 \I !„ AY 21 2016 j0,014-; -DADE COUNTY BY: PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.¢ov/economy DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Windows LLC 1543 N. Powerline Road Pompano Beach, FL 33069 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 (AH7). 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 �f 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 a licable buildin code.' • • q PP � g This product is approved as described herein, and has been designed to comply 4yijh t ie Florida Puilding Code, including the High Velocity Hurricane Zone.- DESCRIPTION:ISeries "805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. WO -81, titled "Series 805 Alum. Horitiiii4to11iti Wdw. (L.M.L)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03!16/15, }areparwd by At;Farpoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade CexiitpProduct Cdattol Revision stamp with the Notice of Acceptance number and expiration date by the 1'ia i 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# 13-0107.08 and consists of this page 1 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. • • • . • . • . MIAMFDADE COUNTY APPP.OVED NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 Page 1 • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS l.. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez., P.E. • •' • • • (Submitted under NOA No. 09-1110.02) •• • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loadingr'FBC TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202.94 ; • • • • • • 4) Large Missile Impact Test per FBC, TAS 20144 ... 5) Cyclic Wind Pressure Loading per FBC, TAS•3O3-94 • .: 6) Forced Entry Test, per FBC 2411 3.2.1, TA.S26:-94 • along with marked -up drawings and installation diagram of 4 aluminumsiontal • rolling window, prepared by Fenestration Testing Laboratory; Ine.,.'Test Rppp,rt No. FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E.' • • • : (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) ...--/ZManuel ' ;',P.E. Product Contr ' miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 E-1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large MissileImpact Test per FBC, TAS, 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum hors ental rolling window (XOX), prepared by Fenestration Testing Labdxatbr', Inc.,•T Report No. FTL-3946, dated 11/04/03, signed and sealed by Eidurado Lt rga'es ada, P.E. (Submitted under NOA No. 04-0120.01) .... .. . . . . . . •. • .• " • • C. CALCULATIONS '' 1. Anchor verification calculations and structural analysis, compl5'Mg yvith FBC-5th •. Edition (2014) and of no financial interest dated 03/16/15 and revised on:ORLQM/15, •' • prepared by AI-Farooq Corporation, signed and sealed by Javad.Ah3nad,13•V• ••• •• • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. E-2 Manuel P> Product Contr ' iner NOA No. ' 505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'FIED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-56 Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. EI'L-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FT L-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, F.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. I+ 1'L-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E (Submitted under NOA No. 09-0105.02) 5. . Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-39ig:issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11JJ13/03 respectivyly, • • • both signed and sealed by Edniundo Largaespada, P.E. • (Submitted under NOA No 04-0120.01) •••. •• • • • • •..• ...• •. •. G. OTHERS • • • • 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window6,e, for their *ries "805" Aluminum Horizontal Rolling Window - L.M.L, appro$artd 02/20/14 and expiring on 05/13/10. ;•.; • • . • • ••.• • • • .. •• • Manuel P - ^ P.E. Product Control er NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 E-3 TYPICAL ANCHOR, • • • • • • • SEE ELEV. • • • • • • • • • • • • FOR SPACING • • • •• • • • ••• • • • • • • • • • • • • • ••• • • • • ••• #10 X 3/8" PH SMS = 2 PER CUP ?i1 •• • • ••• • • •••I • • • • • • •• • • • • • • EDGE DIST: Li 0 0 0 li 0 0 ••• • 0 T ••• •• • •• • •• • • •• • • 4 IVNG • • • • • • INNO•I 0 OUP • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EOGE 01ST, TYPICAL ANCHORS SEE ELEV. FOR SPACING r 1MIAMI—DAOE COUNTY APPROVED I MULUON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 117 SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W 1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 12" LONG SILL CLIP ADAPTER 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING a W1 EDGE DIST. TYPICAL ANCHORS 3 PER CLIP , TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 /4" DIA. TEKS SELF DRILLING SCREWS BY 'ITW' (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1 /8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. E"gr: JAVAD AMMO CML 4Fit,c5,30„," 70.592 C.A. 538 PR 0 7 201: PRODUCT REVISED as complying with the Florida BnildiagCode '0� Acceptance No Exration Date 3 rliar.S �9 By Litt/. a a. - Product z O gl a 8� r,1 a i V1 8 oatzE I•val 4L i ur g io I1. QERfO r i in a1 0 C O U a UPDATED TO 2014 RC D Y V 6 '2.01.00W u.I.: 1/2' - 1' drawing no. W08-81 sheet 3 of 7 ) 1/4' SHIM MAX. METAL STRUCTURE 5 e TYPICAL ANCHORS SEE ELEV. FOR SPACING O VENT WIDTH • • ••• •• •• • • • • • • • • • • • ••• • • 410 mtirs fes'- • • • ••• •• •• • • • • • • • • • • • • • ••• 1/4' MAX. SHIMS O O EXTERIOR WINDOW WIDTH D.LO. TYPICAL ANCHORS SEE ELEV. FOR SPACING p.. 41/4' O XO LAYOUT OX OPPOSITE •1, • 1.BY WQt)D BUCKS I 0 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT 1 B WOOD BUCKS MIAMI-DADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH VENTS WITH SPRING LOADED LATCHES Engr: JAVAD AHMAD CML FLA PE 70592 C 353B R 072015 PRODUCT REVISED as complying with the Florida Building Code I3-0905 29 Acceptance No _J Q Ex.'ration Date :P71114 2OJ By u . Mi. ' a t. ProductCaitcot, in N c 0 n 0 zW V 0 u 2 0 UPDATED TO 2014 MC 5. 9, 0 0 c 0 O 8 A 8 3 drawing no. W08-81 sheet 4 of 7 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • viBY : WLOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. BY WOOD BUCK OR r STRUCTURE WOc O VENT WIDTH XO LAYOUT OX OPPOSITE VENT WIDTH W 1/4' MAX. SHIMS 0 1BY WOOD BUCKS V,v '3 1./4e SCREENS OPT --- TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. Ist4Rv SPACING • MIAMI—DADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING VENTS WITH SWEEP LATCHES Engr: JAVAD AHMAD C FLA. P.. / 70592 C.A. 3538 EXTERIOR WINDOW WIDTH WINDOW WIDTH APR 2015 0 w w PRODUCT REVISED as complying with the Florida Building Code �,&,„5 nO AcceptnrceNo 27q Ex.hatian Dntc By Miam adc Pr z pp of OG 02 il o aao O ca ix§r, ON ae g wZ"_ e.sgElz 0 r (0 0 M Jw Z U oam c Z O r Z Q vai .N) 0- MSM • iii O j 0 0 O 0 UPDATED TO 2014 FOC n 0 n7 O 0 a3 0 0 0 O m o_ drawing no. W08-81 sheet 5 of 7 1.875 2.437 I , h--1.500 1.030 b- 01 FRAME HEAD 3.069 .062 1.425 • 4 • • • • • • 1.375 •• •I •`°•� •• • • 4 • • • • • 062 I • 4 • -� • 4• -J. • •••• 7460• .688 1 TOP 1.250 .125 ••• • ••• • •• • O • WIND LOAD CLIP• • • • L • • 1.000 - • • • • • • & BOTTOM RAIL • • • 1.480 .077 313 1-1 --- .563 -- 1.420 -yip SILL TRACK • • 1.100 ••• •• • • • •itioo •i ••• • • • • • •• • • • 029 - • • • • • • • • ••• • 2.201 JAMB STILE 15 MTG. STILE REINF. .062 1.255 TYP, 1.071 .929 L SILL CLIP ADAPTER FRAME SILL TOP .107 .500 .125 1.000 16 FIX. STILE REINF. MEETING STILE 12 VENT LATCH • • •• • •• • • ••• •• • • •• ITEM PART j QUANTITY DESCRIPTION MATERIAL MANF./SUPPWER/REMARKS 1 TM -130 1 FRAME HEAD 6063-T6 - 2 TM -13313 1 FRAME SILL BASE 6063-T6 - 3 TM -134 1 FRAME SILL TOP 6063-T6 - 4 TM -132 AS READ. FRAME JAMB - VENT 6063-T6 - 5 TM -131A AS REQD. FRAME JAMB - FIXED 6063-T6 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 7 TM -139 1/ VENT JAMB STILE 6063-16 - 8 71.4-140 1/ VENT MEETING STILE 6063-T6 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063-T6 - 9A TM -137A I/ VENT FIXED STILE (SWEEP LATCH) 6063-T6 - 10 TM -136 1 SIU. TRACK INSERT 6063-T6 -. 11 TM -135 1 SILL CUP ADAPTER, 12' LONG 6063-T6 Ai MTG. STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH, 3--1/8' LONG 6063-T6 AT MID SPAN 12A - 1/ VENT METALUC SWEEP LATCH - AT MID SPAN 12B j18 X 3/4" 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS REQD. GLAZING BEAD (LAMINATED GLASS) 6063-T6 - 13A TM -181 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 14 TM -154 AS REQD. WIND LOAD CLIP, 4" LONG 6063-T6 - 15 - 1/ STILE MEETING STILE REINFORCING 6063-T6 - 16 - 2/ STILE FIXED STILE REINFORCING 6063-T6 - 17 W31225 AS REDD. FIN SEAL W'STRIPPING (.270" X .220' HIGH) WOOL - 18 W43371 AS READ. FIN SEAL W'STRIPPING (.187' X .370" HIGH) WOOL - 19 W43201 AS REQD. FIN SEAL W'STRIPPING (.187' X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8" X 1/2" X 1-7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER/WHEEL BRASS - 23 112 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILUPS SMS 24 #10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SUS 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 A5 REOD. FIN SEAL W'STRIPPING (.187' X .175" HIGH) WOOL - 27 TM -151 1 SILL RISER 6063-T6 - 28 - AS REQD. SETTING BLOCKS EPOM DUROMETER 80±5 SHORE A 1.858 3.069 3.069 FRAME SILL BASE 2.628 .500 O FRAME JAMB - VENT O FRAME JAMB - FIXED SILL RISER Engr. JAVAD AHMAD CML FLA. PE 170592 CAN. 3 38 07 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15'(./ Ex iralion Date V 0 0 00 a Cgra 81 V 'o .+h oiaas 0'0" °cOK 0 W 1i C: � Z w46 2 COMP -ANL\W08-81TMW J w 0 N C O N C 0 0 •Y1 0 5 9 3U 2 5 9 3U 9 5 z N 0 0 3 0 C R 8 3 a drawing no. W08-81 (sheet 6 of 7 435 .1____I .163 -{ r r_ 2.312 i .055 2.312 055 1.4137 i f__iOO 41 1.2137 1 1.372 5 1 1.237 QOO .540 0GLAZING (INSUL. •0140 1-.923--1� BEAD LAM. .500 GLASS) 6p0 •0 .582 �I 13 GLAZING 140 .923 4-- BEAD (LAM. GLASS) O FIXED 1.750 STILE (SPRING LATCH) L-1.750 0 FIXED STILE (SWEEP LATCH) 1.858 3.069 3.069 FRAME SILL BASE 2.628 .500 O FRAME JAMB - VENT O FRAME JAMB - FIXED SILL RISER Engr. JAVAD AHMAD CML FLA. PE 170592 CAN. 3 38 07 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15'(./ Ex iralion Date V 0 0 00 a Cgra 81 V 'o .+h oiaas 0'0" °cOK 0 W 1i C: � Z w46 2 COMP -ANL\W08-81TMW J w 0 N C O N C 0 0 •Y1 0 5 9 3U 2 5 9 3U 9 5 z N 0 0 3 0 C R 8 3 a drawing no. W08-81 (sheet 6 of 7 (2) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS • • ••• • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS • • • • •• ••• • • • FRAME TOP CORNER (4) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL TOP CORNER VENT TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS D 0 • :s 1 _a:N FRAME BOTTOM CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS En9r: JAVAD AHMAD CIVIL D.A. PE a�1 70592 C.A.N. J S36 VENT BOTTOM CORNER PRODUCT REVISED as complying with the Florida Buildia6 Codc 15;090$.121 Accepla cce E .iwtionDatNoe O°J By /J/.,i )/ Miam r nde Product • rt 07201! 0 NC CHANCE THIS SHEET 0 NO CHANCE THIS SHEET N u ut z If 8 z 19. 0 drawing no.' W08-81 (sheet 7 of 7 DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRAT NOTICE OF ACCEPTANCE (NOA) TM Windows, LLC 1543 N. Powerline Road Pompano Beach, FL 33069 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In. Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- ...• /kL+ -r—� "p.'( 12016 - MIAMLD DE COUNTY BYf— t0�UCT CO T OL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy DESCRIPTION: Series "605 Reinforced" Aluminum Single Bung Window • L.M.I. •... APPROVAL DOCUMENT: Drawing No. W06=34, titled "Series 605 Aluminum Sin le Huit VPcWv. (L.M.I.)", sheets 1 through 7 of 7, dated 04/24/06, with revision F dated 04/01/15, pawed by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade CQuttty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the'Miami Dad6 Cautfty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ... . • • • . . . .' LABELING: Each unit shall bear a permanent label with the manufacturer's nam or loao,osity, state,..:. model/series, and following statement "Miami -Dade County Product Control Apprpvgd", unless otherwh...: 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 negativelyaffecting 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# 12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 Page 1 TM Windows, LLC NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06, with revision F dated 04/01/15, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5439, dated 12/10/07 and FTL-5742, dated 01/21/09, both signed andsealed by Michael S. Wenzel •P.E.•• • •••• • • (Submitted under NOA# 09-0604.24) • • ••• •• ••• • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• • 2) Uniform Static Air Pressure Test, Loading.Icer.FBC TAS 202-94. 3) Water Resistance Test, per FBC, TAS 20294 • • : • • • • • • 4) Large Missile Impact Test per FBC, TAS 7a1' -1 •' • • : 5) Cyclic Wind Pressure Loading per FBC, t. •03-94 . * • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS'2Q2-94 . • along with marked -up drawings and installation diagram of i aluriinunm single window, prepared by Fenestration Testing Laboratory, Inc., TBSt Reports NO'. • • FTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and FTL-4514, dated • 01/25/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted 'under NOA# 07-0404.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 07-004.04) E-1 Manuel ere , P.E. Product Contr miner NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 TM Windows, LLC NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-514 Edition (2014) dated 04/29/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Annex USA, Inc. for their "Uvekol 5 Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5a' Edition (2014 Ad ofao • • • financial interest, dated April 29, 2015, issued by Farooq•Carporatign,;tgned and •, sealed by Javad Ahmad, P.E. • •• • ••.• •. . • . G. OTHERS '• '• 1. Notice of Acceptance No. 12-0213.05, issued to T.M. Windowe4 C for th@it.eries • : • • "605" Single Hung Aluminum Window (reinforced), approval dpi 05/03/12 slid • expiring on 07/05/17. •• •••• • •• E-2 . • .. •. • . .... . . . cuttal2 • . J Manuel ' ez, ' .E. Product Contro Exa iner NOA No.1 11.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 co m THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • . ••• • • • ••• •• •• • • • •.3 lo71**8__" • • • • • • • . WINDOW WIDTH: • • • • • • • • • • ••• • • •481,�r... FALSE MUNTINS (SURFACEsAPPIKS)a MAY BE U6ED • • •• • • • • • • 0 s D.L. OPG. W. (FIXED) • ••• •I •te at • ••• 0• . • • • • 6 • •• • • • • • • • • • • •:=4F -- ** s--•• • 11 II II I I 11 1•• % _ 1�• r r r -_ • • • • ••• 1• 7,1 VENT HEIGHT N n D.L. OPG. HT. _o 11 IL tn THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCfTY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 5 1/2" MAX. 47 3/4" O.L. OPG. (VENT) 50 1/8" VENT WIDTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) HEAD/SILL CORNERS 0 W 0 FALSE MUNTINS (SURFACE APPUED) MAY BE USED 53 1/8" WINDOW WIDTH 48 1/4" D.L OPG. W. (FIXED) 21' MAX. HEAD/SILL 0 J 0 a_ 0 J 0 5 1/2" MAX. 47 3/4" D.L. OPG. (VENT) 50 1/8" VENT WIDTH HEAD/SILL CORNERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr. JAVAD AHMAD CML FU. PE # 70592 C.A. . 3538 02201! PRODUCT REVISED in complying with the Florida Building Code IS- Dloll.O(o Acceptance No tuition Dale /7V1.11f. f/' By Mian J m 3 a 0 U SERIES 605 ALUMINUM SINGLE HUNG WOW. (LM.I.) oi O .�i 0 N 0 0 0, N UPDATED TO 2010 FBO N 0 m O g 0 0 O 0 b 0 c 0 LL q xqA L3� r-- 0 8 dr. by HAMID drawing no. W06-34 (sheet 1 of 7 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB • • • • • • DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) DESIGN LOAD CAPACITY - PSF • • • • •• •• • (WITH ALUMINUM REINFORCING) • • • • • • • • • • • • •• •• • • WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE 'F' GLASS TYPE '0' GLASS • TYPE 'H' • • GISS• • • E .I' • • • • :LAS TYP: 'J • WIDTH HEIGHT EXT.(+) 1NT.(-) 37' EXT.(+) INT.(-) 80.0 EXT.(+) 1NT.(-) 53-1/8" EXT.(+) INT.(-) 80.0 EXT.(+) 1NT.(-) 19-1/8" EXT.(+) 1NT.(-) 60.0 EXT.(+) INT.(-) 26-1/2" 19-1/8' 26-1/2" 37" 53-1/8" 26, (4) 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 • X0.0 • • • 90.0 80.0 •9010 80.1 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 • 89.0 • 4 80.0e 801 i0.0 • 85.a 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0. 14.0• 10.0 4815.0 :80.0 80,1 19-1/8" 19-1/8"60.0 70 0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 •80.0 • 80.0 •815.15 • 80.0 8C t • a6-1/2" 38 3/8 (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 37" 53-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.` 80. = 10.Z 80.0 •6.40 • 80.0 • TQ0 • : 0.0 ` 6%.0• 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 Elia 19-1/8" 26-1/2" 37" 53-1/8" 50-5/8" (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80 1 954 :80 1 1 ht10 : •80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 Bee )o.7, •8.00 •• 810 e• •a:0.0• e' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2'56-5/8" 37' 53-1/8' (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 51.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 63" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2"72" 37" 53-1/8' (7) 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/8" 26-1/2"76-3/4' 37' 53-1/8" (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 61.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 24" 30» 36"70.0 42"(5) 48" 54' 48' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30' 36" 42"(6) 48" 54" 60" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 60.0 60.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36"72" 42'(7) 48" 54" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 61.0 61.0 - - 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 24" 30" 36' 42" 48' 84 (8) 70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 61.0 61.0 - - 80.0 80.0 80.0 60.0 77.5 77.5 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB • • • • • • DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'F' WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8" 60.0 115.0 26-1/2"26" 80.0 115.0 37' (4) 80.0 115.0 53-1/8" 80.0 115.0 19-1/8" 60.0 115.0 26-1/2" 38-3/8" 80.0 115.0 37" (4) 80.0 115.0 53-1/8" 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 50-5/8" 80.0 115.0 37' (5) 80.0 115.0 53-1/8" 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 56-5/8' 80.0 115.0 37' (6) 80.0 115.0 53-1/8' 80.0 115.0 19-1/8' 80.0 115.0 26-1/2" 80.0 115.0 37" 63" (6) 60.0 115.0 53-1/8" 80.0 115.0 19-1/8"60.0 115.0 26-1/2" 72" 80.0 115.0 37" (7) 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 76-3/4" 80.0 115.0 37" (7) 80.0 112.2 24" 80.0 115.0 30" ' 80.0 115.0 36"46" 80.0 115.0 42'(5) 80.0 115.0 48" 80.0 115.0 54' 80.0 109.1 24' 80.0 115.0 30" 80.0 115.0 36" 80.0 115.0 42" (6) 80.0 115.0 48" 80.0 109.7 54" 60.0 98.4 24" 80.0 115.0 30" 72' 80.0 115.0 36" (7) 80.0 115.0 42' 80.0 112.0 24' 84" 60.0 115.0 30" (e) 80.0 115.0 () NO. IN NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB Engr: JAVAD AHMAD CML PE / 70592 N. 3538 'EP 0 2 20 PRODUCT REVISED as complying with the Florida BAcceptancode /7-06)1.04 Acceptance No E tion Date 1:JfrP l01 5Dy Ii#4L,' i Mien ' Dade Prroduoduct SERIES 605 ALUMINUM SINGLE HUNG WDW. (LM.1.) N n w n rn QOM • G_ JWLiiU JZ -cc U n 0 O m o - o N 0 0 a 03 v 0 0 4 0 8 0 0 UPDATED TO 2014 FBC a 0 0 g 8 0 0 c U • 1 drawing no. W06-34 (sheet 2 of 7 1/8' ANN. GLASS 120' Interloyer Uvekol S By 'Annex USA, Inc.' • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• 3/16" ANN. GLASS 3/16" ANN. GLASS 3/16' HEAT STREW° GLASS 120" Interloyer • • • • •• • • • • •. 0' Ioter1'oyer 120" Interlayer Uvekol S • • • • • • • S•tlex 'hoar And Color Glass Uvekol S By 'Alines USA_ Int' _ • BI 'Eoltmdh Chemical Co.' By 'Alines USA, Inc.' • • • • • • ••• • ••• • 1/8" ANN. GLASS 3/16" ANN. GLASS SILICONE DOW CORNING 995 r. 0 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 1/8' ANN. GLASS .090" Interlayer Safles Clear And Color Glass By 'Eastman Chemical Co.' •• • • • SILICONE • • • • • DOW CORNING) 995• • • • w • • • • E • • • • p ••••.CO AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'D' 1/8" HEAT STREN'D GLASS .090" Interlayer Soflex Cleor And Color Gloss By 'Eastman Chemical Co.' 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE GE RGS7700 SILICONE GE RGS7700 w rn V cc AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'G' GLASS TYPE 'H' 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS • • SILICONE DOW CORNING 995 0 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'E' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8' ANN. GLASS 090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. GLASS ce SILICONE GE RGS7700 SILICONE DOW CORNING 995 AT 1/4 POINTS ON LUTES WIDER THAN 36" ONLY GLASS TYPE 'F' 1/8" TEMP. GLASS 1/4' AIR SPACE 1/8" HEAT STREN'D GLASS 090" Interlayer Sotiex Cleor And Color Glass By 'Eastman Chemical Co.' 1/8' HEAT STREN'O GLASS SILICONE GE RGS7700 Z di z 1 I n c7 ' I n V 1 F IN 0 , fes 1® AT 1/4 POINTS ALL SIZES [__t_)141 ®AT 1/4 POINTS ALL SIZES I GLASS TYPE 'I' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS GLASS TYPE 'J' Engr: JAVAD AHMAD rani_ FU1. P # 70592 Oc 2 2015 PRODUCT REVISED as complying with the Florida Building Code ,&.001i.06 Acceptance No Lx'iralion Dale JTiimog/ef7 r t 1>radnN" By ela SERIES 605 ALUMINUM SINGLE HUNG WDW. (LM.I.) c 0 c 0 0 v 6 9 UPDATED TO 2014 FBC › 0 g 0 0 cd 0 5 drowing no. W06-34 (sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING . CONCRETE .. G e ' " EDGE of r 4 aa .. ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM INDOW 1BY WOOD- BUCK • •• • • • .•. . • . ••• • • •TYF CAL f+NC.i0R6• • • • SEE•ELEV. FOR 'SPACING • • ••• • • • • • • • • • • • ••• • • • •• ' EDG• N OPTIONAL TO SPRING LATCH TYPICAL ANCHORS CONCRETE SEE ELEV. FOR SPACING rn 0 1 0 .•. • • a. • 5g METAL STRUCTURE 'I I • •• •• .F T • •• i • I' • • T TIAL ANCHORS iI I! • • SEE ELEV. li it • • • • • • • • • • •FOR SPACING i1 1! n REINFORCING OPTIONS SEE SHEET 2 it OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEET 2 0 In 7 MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE FRAME SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING .STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Engr. JAVAD AHMAD CML FLA. PE70592 CA... 3538 PRODUCT REVISED as complying with tip Florida I5" L7(OII. O(o AccepBuildingtanceCode No Iat Data 11tr . x/ . r' By d41..-./41) Lt. 022011 C n 0 0 0 0 (0 0 4 a UPDATED TO 2014 RIC T d O 0 0 • 0 0 c 0 4 drawing no. W06-34 (sheet 4 of 7 ) 1/4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH O.L. OPG • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • I AW IMAX. • • • p • • • ••• • ;111:1S• ••• [T — •{' ▪ iow ■. . • EXTERIOR D.L OPG. (FIXED) WINDOW WIDTH • • ■• • • • • C • • 1BY WOOD BUCKS TYPICAL ANCHORS SEE EL�V. FOR sP CING• • • • •• v.o • • - • • ° . ••• • •• •• •• • O. • • • • •9 • • •) • •• ° TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. MIAMI-DADE COUNTY APPR.D CLIPPED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH ITEM PART # QTY. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 OW -36763 1 FRAME HEAD 6063-T6 - 2 GW -37731 1 FRAME SILL (4' HIGH) 6063-T6 - 2A BA -3608 1 FRAME SILL. (3' HIGH) 6063-T8 - 3 GW -31445 2 FRAME JAMB 6063-T6 - 4 GW -36706 1 MEETING RAIL 6063-T6 - 5 GW -36685 1 VENT TOP RAIL 6063-T6 - 6 GW -37730 1 VENT BOTTOM RAIL (4" SILL) 6063-T6 - 6A GW -37559 1 VENT BOTTOM RAIL (3" SILL) 6063-T6 - 7 GW -31134 2 VENT JAMB STILE 6063-T6 - 8 OW -31470 2 VENT STOP 6063-T5 - 9 19-56 4/VENT GLAZING BEAD ANGLE 6063-15 - 9A TM -123 4/VENT GLAZING BEAD 6063-T5 - 9B TM -170 4/VENT GLAZING BEAD 6063-76 - 9C TM -181 4/VENT GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 10 #8 X 1/2" 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2"x7/8"x3/4' FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5' FROM ENDS CAST VENT TOP 15A TM -118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WAR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 N69 2/VENT CALDWELL BALANCE CUP - VENT BOTT. CORNERS 20 - 2 /I2 x 3/4' P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 #12 x 1" P.H. SMS STEEL FRAME CORNERS 22 - B #10 x 1' P.H. SMS STEEL VENT CORNERS 23 - 4 /8 x 3/4' F.H. 511S. STEEL (2) AT EACH LATCH 24 - 4 N6 x 3/8' F.H. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1 1x1 3/16x3/4x1/8' CHANNEL STEEL AT VENT TOP 26 - 2 1x1/4 THK.x4" LONG BAR ALUM. (1) AT EA. MTC. RAIL END 27 - 1 1/2 x 1 x 1/2x 1 /8" CHANNEL STEEL AT MEETING RAIL 28 TM -161 2 FIN TRIM FOR JAMBS 6063-T6 - 29 TM -163 1 FIN TRIM FOR HEAD 6063-T6 - 30 TM -164 1 FIN TRIM FOR SILL 6063-T6 - 31 TN -179 1 MTG. RAIL REINFORCING CHANNEL 6063-T5 AT MEETING RAIL 32 TM -178 1 TOP RAIL REINFORCING CHANNEL 6063-T5 AT VENT TOP .33 - AS REDO. SETTING BLOCKS EPDM OUROMETER 80±5 SHORE A SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Engr: JAVAD AH/AAD CML FLA. PE / 70592 CAN. 3538 15 PRODUCT REVISED as complying with the Florida Building Coder -„.„ „ O{• Acoeplao 1rali.cerDalNoe ii!/ Z'is/ Ry /I 0 �a. N o2 a o 0� o' 8 QtrLL LI LLzw:�ical 0 J 0 0 U J 8 C 0 4, 0 0 C 4, v F a 0 n tl • 0 0 d 0 lV N 0 0 c u 0 m a drawing no. W06-34 sheet 5 of 7 ) .438 1.000 F-ir d .125-Jr d O .500 -t- 6 062 11 -{ .622 I �v �' �l.425�{ • `• ••• • •� • ••• .125 3.042 II •• • • • • •• • • •• •50 • • -1---- • • • • • • • • • ••• • • • • • • 1 , .500 �riii AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 COMP—ANL\W06 1.550 .062 .847 1 062 1.500 2.500 • • .062 • • • • • ••• • • • ©7••• -.I ---r 1.000 L 3.069 • • 3.719 • • ••• • • •• II L1.0921 � 1.406 1.030 • • • r' • • • ' • • • • • • • • • • I • • . • •• •• • • •• •• • • . . •••• •••\ • • 1.000 d 31 MTG. RAIL REINFORCINGS ALUMINUM .530 9A f .045 J .500 -� .405 3.166 26 I L.250 dl 4� O FRAME HEAD -1.925 _ I • • 4 • • • • • • .2� Ik 3 e97• • ' • ' M?, RAIL REINFORCINGS 1.000 2.375 • •: 29 NAL FIN ((HEAD} • • • • • STEEL 3 FRAME JAMB 0 - • • • •• 1.250 .040-a L.385 3340 • • ••• •• 1.000 _ x.93.1 II �iivow e 1.188 .688 602 .562 a 2.188 P I .750 1.686 .052 .062 I .062 2.190 1.187 /,� t 7 [SERIES 605 ALUMINUM SINGLE HUNG WOW. (LM.I.)) TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 98 44��p- L.923� 1.500 P 125 32 TOP VALLUM NUM REINFORCING - 1.3752 25 O FIXED MEETING RAIL O VENT STOP 0 .500 NAIL FIN (JAMB) REI TOP RAILS EEL FORCING 183 q p 6 1.375 x1.188 3.199 �{ I 9C .540 GLAZING •040 .923-d BEADS .500 I-¢ 1 11 - 1.324 - 1.750 - .052 2.250 1.374 .062 ,9199 - -.062 6 3.277 1.214 1.389 1 -d .688 2.500 1.000 I- I 6 description REV. PER BCCO COMMENTS a 8 • o V t. a u NO CHANGE THIS SHEET NO CHANGE THIS SHEET sO VENT TOP RAIL O SASH SIDE RAIL 3o NAIL FIN (SILL) ® LATCH LOCKo 2.202 997 3.245 1 2.202 3.245 a .997 .062 - �yoo$"'�' Q Ho°�cdS2S o c1 0 0 3.927 4.347 062 3.439 2.939 3.359 4.312 3.812 3.330 .0621 �_ 11 2.830 L m o W LL (date! 04-24-06 ,I (=die: 1/2' - 10, Ildr. by: HAMID I. Engr �CML� FLA- PE 70592 C.AN PRODUCT REVISED ecomplywithFld Building Coda Acceplenco No /5- 0 . /l. 04 '�2 L .684 t 2 2015 Expiration Date /tiRL lei• / BY de,. . ,��/ Mi Ba' Product drawing no. W06-34 O6 F--1.375 VENT BOTTOM RAILS 1.375- 0 3.141 3.141 FRAME SILLS O NOTE: EITHER SILL CAN BE USED sheet 6 of 71 FRAME TOP CORNER FRAME BOTFOM CORNER • • .•• • • • ••• •• ••• • • •• •• • • • • . •• • • • • • •• • ••• • • • • • •• • • • • • • • • ••• • • • * ••• • ••• • • • • ••• • • • • • • • • •O • • • . • •• • • • ••• C. • • • • • • • • • • ••• • VENT TOP CORNER VENT BOTTOM CORNER Engr. JAVAD AHMAD CML FLA. PE #0592 C.A.N. 3 8 PRODUCT REVISED as complying with the Florida Building Code Acceptance No.1S-Oto 11.0(0 lion Dat; 'zlLri-7V 0)'f ✓!. '1 D:, ,' 205By Product Con �V m z Z 0 co Cr) 0 00ID OM 9uG �z viwv 0 m 73 cz^ 3za o O 0 N 0 0 D b 9 r7 9 d 0 O 0 S O 0 C 0 0 A c drawing no. W06-34 sheet 7 of 7 COUNTY !zC lG-- MAY 27 2016 I MIAMI-DADE COUNTY . - PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 /�1�•!� Miami, Florida 33175-2474 T•(786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DEPARTMENT OF REGUGA BOARD AND CODE AD NOTICE OF ACCE T. M. Windows, LLC. 1543 N. Powerline Road, Pompano Beach, FL 33069 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 -249 Aluminum Outswing Doors w/wo Sidelites-L.M.L APPROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door wl Sidelites (L.M I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 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 Missile Impact Resistance Limitation: . • • • • . 1. See sheet 4 for Single door w/ SHW and sheet 5 for single or double Door DesigcfPtire (DP lipg Vs glass type and/ or threshold types (Exterior (+) water limit) • . . 2. See sheet 6 for Stationary unit or doors w/ sidelite DP, rating Vs glass type and/ orttacshold type. Lower Dg •••.. rating of Doors or Sidelites shall control when combined together. Max total fraud .of alta# unit shall • not exceed 125.84 ft2 tested frame area. "" • • 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are •••to Wiajjave • • • • ... LABELING: Each unit shall bear a permanent label with the manufacturer's name o; loge,,city, state►and series • and following statement: ''Miami -Dade County Product Control Approved", noted herein. ' • • RENEWAL of this NOA shall be considered after a renewal application has been fd141.t4cttherelasstren 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 & renews NOA # 12-0208.14 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 L Chanda, P.E. tu1L1•1'�' APPROVED NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 Page 1 • T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Mamifacturer's die drawings and sections (Submitted under file listed below) 2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.L)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahrnad, P.E. B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1: Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/01/15 and last revised on SEP 03, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02; 04 & -09. •••• D. QUALITY. ASSURANCE •: . • • . • • • • • 1. Miami Dade Department of Regulatory and Economic Re4gijliris (R.: . E. MATERIAL CERTIFICATIONS • • •. 1. Notice of Acceptance No. 14-0916.11 issued to Kuritray AmeU ca,•Inc. ee ivr El: ,... • DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clesinand White) Glass • Interlayers", expiring on 07/04/18. •••••• • • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman CiaemsctIl Comps iy (MAS.:: (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color gl*ss interlayer; eRpiring on . 05121/16. '••' : ...•. •• F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. 44011. LLA ishaq L Chanda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 E-1 ENGINEERING EXPRESS` A FRANK L. BENNARDO, P.E., INC. INNOVATION 4/22/2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 525 Casement Window (Large & Small Missile Impact Resistant) Project #15-2372 To Whom It May Concem: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectfully, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E., FL PE 0046549 Cert of Auth #9885 � 9.0p1rrr,.„, r\`NBEN .,".kms•' CENsF 0� : i No. 46549 ,.;-.;:33'....STATE* OF Inc. °,c:'•CZpRIDa •.:k, -.�s/ONAL ENG •.•• • • •• •••• • •• • •• • • •,• • • • •• • • • •••• •• • • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • •• • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM LOCK OPTIONS 1 OR 2 SEE SHEET 5 GLASS D L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.750")/2 SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •41.7^ • • • • ••• • . • •.•• FRAME WIDTH 6" MAY•• NE/A/9•LL :CINE/t/ • • • • • 0 w O L LT, 0, •• • • • • r• • • • • •• • O a 0 0 • • • • • • 5" MAX. UJWACE APPLIED • 274.1._. FALSE MUNTINS MAY BE USED • • \••• OPTIONS • 't •i11 •• SEE SHEET 5 • • •* • • • •----•-m-•- -• • still• ••• • II• O THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING ANO NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 30' D.L. OPG. 38 5/8" LEAF WIDTH TYPIC9L ELEVATION ( X ) SINGLE LEAF DOOR HEAD/SILL ANCHORS AT STILE ENDS (6 AT 3" 0.C. 6" MAX. 80" HEAD/SILL CORNERS TYP. FRAME WIDTH 15" MAX. HEAD/SILL 1 DOOR OPTIONS 30" O.L. OPG. 38 5/8" DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH 1 / 1 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( xx ) DUAL LEAF DOOR Engr: JAVAD AHMAD CML FIA. PE 70592 C.A.N. 3538 015 N re 00 0 AT DOUBLE Njc COMP -ANL\W11-03TMW) z O 8 g Fv a G OG a h O'R00-148 .0 QM �G J OME PRODUC t' REVISED evwptylnt %e nn the Florida Width' Cod. Ateep••ee No I S^06 11. br' Ihrir•tts•» k A I� ARldsped4�t�tj�" °�' g3 N 8 z 0 0, I TEL (954) 781-4430 0 C N 8 a 8 6 n m 4-1 N m 'a' o C c m g s u117 0 N 0 0 5 drawing no. W1 1-03 (sheet 1 of 16) 11 l \ \ \ \1 1 / / / / / / © FRAME HEIGHT 106 3/8" LEAF HEIGHT 94 1/8" MAX. D.L OPG. O O 111 I I I \ / / / / // / // // LOCK OPTION 2 SEE SHEET 5 \ \ \ \ \ \ 0 \ I 11 \ II -N 4 \ Al \ - /Ii, II II II H-- — 1I / ii/ 1 / ii / II / I I II ACTIVE DOOR OPTIONS 30" O.L. OPG. 38 5/8" DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH 1 / 1 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( xx ) DUAL LEAF DOOR Engr: JAVAD AHMAD CML FIA. PE 70592 C.A.N. 3538 015 N re 00 0 AT DOUBLE Njc COMP -ANL\W11-03TMW) z O 8 g Fv a G OG a h O'R00-148 .0 QM �G J OME PRODUC t' REVISED evwptylnt %e nn the Florida Width' Cod. Ateep••ee No I S^06 11. br' Ihrir•tts•» k A I� ARldsped4�t�tj�" °�' g3 N 8 z 0 0, I TEL (954) 781-4430 0 C N 8 a 8 6 n m 4-1 N m 'a' o C c m g s u117 0 N 0 0 5 drawing no. W1 1-03 (sheet 1 of 16) (sheet 2 of 16) 6" MAX. HEAD/SILL CORNERS 41 7/8" SIDELITE FRAME WIDTH 1 1/4" MAX • • :• • .• •• • • •• •• • • • HEAD/INLL•ANSHORS • • • STIeE•eND,?a • • • �1,AT'3"•O`tr • 166 1/4" MAX.• • • • • • TESTED FRAME WIDTH 80" MAX. • 1 1/4" MAX •• • 3" I TIP. 1 111 LEAF WIDTH XX DOOR FRAM • • W"'H• .• • • • • 15 I MAX. • • HAAD/SILL • • • 111 1 (,1111 1) 1 -/ •• • • • \� •• ••• •\ • / \ • III• • • • • • I • / \•• 14 • • HINGE OPTIOI4S \ i1 SEE SHEET/ 5 -A ----- ift- --- / \ II E I / II \ II n H---\ Y .kOCK OPTION 2 SEE SHEET 5 INACTIVE 30" D.L. OPG. 38 5/8" LEAF WIDTH -11- 11 II II / 11 II / 11/ 1 / FE; / {1 ACTIVE • • ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDEUTES TYP. AT HEAD/SILL • 7/8,. • SIDEL FRANE WIDTH • • • •• • • • • • • ••• • •• • •- 1) 1 (II1 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELITE OPTION WITH DOOR • • • • • • 1 :• ••• •• •• IT• • ••• •, H II II II H u II -11---- /}�JI '' IY ----11----- n II 11 II II ----ll---- n---- ---11--- i /z // Y.O 111) 1 I 30" D.L. OPG. 38 1/8" 1 1 30" 111 D.L. OPG. 38 1/8" LEAF WIDTH XX DOOR FRAM • • W"'H• .• • • • • 15 I MAX. • • HAAD/SILL • • • 111 1 (,1111 1) 1 -/ •• • • • \� •• ••• •\ • / \ • III• • • • • • I • / \•• 14 • • HINGE OPTIOI4S \ i1 SEE SHEET/ 5 -A ----- ift- --- / \ II E I / II \ II n H---\ Y .kOCK OPTION 2 SEE SHEET 5 INACTIVE 30" D.L. OPG. 38 5/8" LEAF WIDTH -11- 11 II II / 11 II / 11/ 1 / FE; / {1 ACTIVE • • ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDEUTES TYP. AT HEAD/SILL • 7/8,. • SIDEL FRANE WIDTH • • • •• • • • • • • ••• • •• • •- 1) 1 (II1 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELITE OPTION WITH DOOR • • • • • • 1 :• ••• •• •• IT• • ••• •, H II II II H u II -11---- /}�JI '' IY ----11----- n II 11 II II ----ll---- n---- ---11--- i 111) 1 I 30" D.L. OPG. 38 1/8" MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 AT SIDELITES Engr: JAVA() AHMAD CML FIA. P 1 70592 C.A 538 3 2015 PRODUCFRENISBD emisigskts with the Floods ate ffo2tridirsoloo DateJ $ 1 '" alkyd Po* •ctC MP—ANL \W1 SERIES -249 ALUM OUT -SWING DOOR W/ SIDELffES (UL) 0 N m n m n 01 ,oA QM M Jw� L.L. Z 0_ = • M N W U ooco N -0 z Ma M 1 M .- 0 - 0 U 0 A u z .0 0 0 O N 12. O date: 02-10-11 0 8 0 drawing no. W11-03 m 0 • •••• • • • ••• •• •• •• •• • •• •• • • HEAD/44 UN,R,O : • • • Ai STIR ENDS. • • • �(0)•AT •7" a.C• • • • • 166 1/4" MAX. ANCHORS AT MULLION AT 4". 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 SURFACE APPLIED FALSE MUNTINS MAY BE USED ix w z 0 U Engr: JAVAO AHMAD CML FLA. PE / 70592 CAN. 5538 32015 }RODUC r REVISED yr ••MpIO ng witk the Florida *lib: Cods #teeptimr No !T^0411.0S 16vItMb• Dale Sf/7'3ed r mI IM%I�rOII•ti C a SERIES -249 ALUM OUT-SPANG DOOR W/ SIDELITES 01 o 00'0 • 0M . JW J z -0M LJ O o`m I C .0 to o_ `F0 J r -a- 11>2 N C 0 L> W 0) O 0 C U a REV. PER RER COMMENTS .0 4) U N d m O 0 a m o s 0 drawing no. W11-03 (sheet 3 of 16 r. FRAME WIDTH P 46 5/16" 80" MAX. • • • • • • • • ^ — — 6" MAX. 3" XX DOOR FRAM HI • • •• • • • • • • • • • • •• HEAD/SILL CORNERS TYP. 15" MAX. [EAD/LL 1 1 1 11 1 1 i 1 • • • )A: • • • • • 11 1' 1\1 1 •• • • • • • • • • • 1 1 1;1 1 1 1 D.L. OPG. 1 1 1 1 1 1 I I I I II _Al..-- _.1 • • • • • . I i • • -• • • .. -i • • / / HINGE OPTIONS SEE SHEET' 5 / a II \ • \of •l • \ •• \ I L = . \ I ••• • • • • • • • • • _- • • • • •I'• • •• • • • • ••• --}T— • • • I•• / --- L__.\_ _ g _ v o ';- O© // \ ';. LOCK OPTION 2 \ SEE SHEET 5 \ \ \ \ \ \ \ \ 4/ - 'y ---RF= I I II ©—=—LI rl 11 " II II J--- / III / II / II / \\ c-= � I / ----/ T / / / ---1--- ---Ir--- 1, Ir/ 1 I I I 1 I I INACTIVE \ Y, ACTNE-----,, 111 11 I 111 41 5/8" 1 1 r L1 30" r O 1 1i I 29 7/8" I 1, 1 11 N •I D.L. OPG. 46 3/8" D.L. OPG. 38 5/8" O.L. OPG. .4- m I SIDEUTE WIDTH LEAF WIDTH 38 5/8' TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 SURFACE APPLIED FALSE MUNTINS MAY BE USED ix w z 0 U Engr: JAVAO AHMAD CML FLA. PE / 70592 CAN. 5538 32015 }RODUC r REVISED yr ••MpIO ng witk the Florida *lib: Cods #teeptimr No !T^0411.0S 16vItMb• Dale Sf/7'3ed r mI IM%I�rOII•ti C a SERIES -249 ALUM OUT-SPANG DOOR W/ SIDELITES 01 o 00'0 • 0M . JW J z -0M LJ O o`m I C .0 to o_ `F0 J r -a- 11>2 N C 0 L> W 0) O 0 C U a REV. PER RER COMMENTS .0 4) U N d m O 0 a m o s 0 drawing no. W11-03 (sheet 3 of 16 41 7/8" FRAME WIDTH 6" MAX. 15" MAX HEAD/SILL HEAD/SILL CORNERS • •••• • • • • •• •• • • •• • •• •• • • •• • •• •• •• •• • • • • • •• •••• • • • • • •• • •• •• • • ••• • • •• • • • • • • • • • • • • • • • • • LOCK OPTIONS 1 OR 2 SEE SHEET 5 1 • • • •• •• • • •• • • • • •58U1AX. • HEAD/SILL CORNERS ACTIVE 30" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT S.H. WINDOW INSERT OPTION NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 * —80 PSF * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD PRODUC P REVISED as l .plyleg witb the Florida Wiing Code Aeeptletce No —6 OA •$ap nehes Date i31 2 G I pic Mimi PA* s tCul 1" I e 0 Cd N u. O 3 * O 0&aMo 8 z Lap ,jit g SERIES -249 ALUM OUT -SWING DOOR W/ SIDELDZS (LM.I.) t- I J Q 2 0 m 10 M D1 l0 A N7 v 0t') J Jz c= n V) w V oom oN C CL ~pa I3 J ti O n U 8 i UPDATED TO 2014 PBC 01 5 .o N • 0 0 N O C 4 m 1 drawing no. W1 1-03 sheet 4 of 16 FRAME WIDTH FRAME HEIGHT \ 1 ACTIVE (X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF ar•7 •— / / / Of • • • s e • \ • \ \ \ • • •\ . LOCKS #1 & #2 LOCK OPTION #1 / / / / / / / / / \ ' \ \4- \ \ \ \ \ \ \ \ \ ' / / / / / GLASS TYPES GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A' OR 'Al' '8' OR 'Be INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 42 109 80.0 80.0 100,0 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.( -I.) LOADS TO 58.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2" MS CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (2) #8-32 X 1-1/2" OH MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS • / / / / / / r°' • ••• • • • ••• • • •• •• • • • • • • •• • • • • • • • • • • ••• ••• • •• • •• • • • • • • • • • • • • • • • ••• • •• ••• •• • • • • • • •• • •• • • •• • • • • • ••• •• DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES –•, —111-7L-11-117-11— ar•7 •— / / / Of • • • s e • \ • \ \ \ • • •\ . \ \ 1• \ • \• . • j 1 • •/I / .- / . e/ • a /• • I • • : AQTNF. e INACTIVE •1,J. ••• • •• • •• • • • • • • • • • • • • • • • ••• • •• ••• •• • • • • • • •• • •• • • •• • • • • • ••• •• DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INI"I S FRAME HEIGHT 11,C4ES LOCK OPTION /2 GLASS TYPES 'A', 'Al', 'B' OR '131' / / / / / / / / / \ ' \ \4- \ \ \ \ \ \ \ \ \ ' / / / / / \ / / INACTIVE \ EXT.(1) INT.( ) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS 4- / / / / / / / K DESIGN LOAD CAPACITY - PSF / t. I\ I i 4 LOCK OPTIONS #1 & #2 / / / / / / / / / / \ ' \ \4- \ \ \ \ \ \ \ \ \ ' / / / / / \ / / INACTIVE \ h \it / ACTIVE INCHES FRAME WIDTH (71 / L ACTIVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF LOCK OPTIONS #1 & #2 GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT 'A', 'Al', 'B' OR 131' INCHES INCHES EXT.(+) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' 0 S.H. WDM EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMIT EXT.(+) LOADS TO 58.0 PSF HINGES: •� ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION #2 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. £ngr. JAVAO AHMAD CML FLA. PE # 70592 C.A.N 3538 SENG3 2015 PRODUC 1' REVISED * evei PI3'1•E with the Fla rklo, SIi1.6 Cotte Alectetaace No 1S-Ob(,111 • " lapiraewl• Dale (L1124 t2pZ1 s PFAU ReMlt hi. aet1d.' SERIES -249 ALUM off -SWING DOOR W/ SIDEL ES rn OM . JuJ1 J z - • D = 0 N W (J a 0000 D_ C O za � 0 J Vl 0 U U p N a P 8 n 0) -74 ri 0 C (date: 02-10-11 to 0 x 0 drawing no. W1 1-03 sheet 5 of 16 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL/DIRECT SETGLASS SIDELITE WIDTH INCHES TYPES �A', 'Al', 'Ir OR 161' EXT. (+) INT. (-) 81 41 7/8 (x) 80 (XX) 48 80.0 69.7 85 41 7/8 (X) so (xx) 48 80.0 69.7 91 41 7/8 (X) so (xx) 48 80.0 69.7 97 41 7/8 (X) 80 (xx) 42 80.0 79.6 103 7/8 4180 (XX) X) 42 80.0 79.6 109 41 7/8 (X) 80 (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMB EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH • • ••• • • • ••• o• •• • • • •• •• 910ELIT • • • • • • • • • WIDTH • • • ••• • • • • • • �r0 • ••• • ••• • • • • • • • • • • • • • I- • • • • • • • • • • • • • ••• • •• • • • •• • • • • •• • • • • • DIRECT SET SIDELITE WIDTH PANEL SIDELITE WIDTH 1- /4" 1- /4" WIDTH DOOR FRAME WIDTH (x) STATIONARY ( 0 ) 1- x PANEL SIDELITE WIDTH 1- /4" INACTIVE LEAFIWIDTH ) DOOR FRAME WIDTH 1 ACDVE (XX) 0 C9 DOOR FRAME W. SIDELITE W. 0 00 I Irc LEL LII1LI I 0 OVERALL FRAME WIDTH J x0 ox SIDELITE W. DOOR FRAME WIDTH 0 O 0 0 00 I Irc LEL I 0 OVERALL FRAME WIDTH (oxx) (XXO) DOOR SIDELITE W. FRAME W. SIDELITE W. 00 0 00 ll L!LIL! OVERALL FRAME WIDTH ( oxo ) SIDELITE W. DOOR FRAME WIDTH SIDELITE W. ( oxxo ) 0 0 PRODUC f REVISED Arenwplyhls*Rh the Florida WM.' Cod. Asapl••• 6a>llrAMb• Date ( iIFAl1C•IAb"' `�"' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVA() AHMAO CML FLA PE / 70592 CA. 3538 Al 2015 z O oi ui 2 cecqv i O6.QC oiscrzoi afa 3� _Ian SERIES -249 ALUM OUT -SWING DOOR W/ SIDELIMES (LMJ) m n 10 rn 00 m ro 0 M Jw1_ J Z -1 = 0 LIJ 0_ U ; 000 _0 a_°° C z 1- 3r)0- H --d m 0 N U v NO CHANGE THIS SHEET UPDATED TO 2014 MC a • c V drowing no. W 1 1-03 sheet 6 of 1 6) 1111 OVERALL FRAME WIDTH ( oxxo ) 0 0 PRODUC f REVISED Arenwplyhls*Rh the Florida WM.' Cod. Asapl••• 6a>llrAMb• Date ( iIFAl1C•IAb"' `�"' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVA() AHMAO CML FLA PE / 70592 CA. 3538 Al 2015 z O oi ui 2 cecqv i O6.QC oiscrzoi afa 3� _Ian SERIES -249 ALUM OUT -SWING DOOR W/ SIDELIMES (LMJ) m n 10 rn 00 m ro 0 M Jw1_ J Z -1 = 0 LIJ 0_ U ; 000 _0 a_°° C z 1- 3r)0- H --d m 0 N U v NO CHANGE THIS SHEET UPDATED TO 2014 MC a • c V drowing no. W 1 1-03 sheet 6 of 1 6) 3/16" HEAT STREN'D GLASS 090" interlayer Soflex Clear And Color Gloss By 'Eastman Chemicol Co.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 GLASS BITE GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 3/16" HEAT STREN'O GLASS SILICONE GE RGS7701 GE 1200 ALUM NUM SPACER #8 SMS AT 4-1/2" FROM ENDS AND 10-1/2" 0.C. • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 3/16" HEAT STREN'D GLASS •• • •••.090' IqterIa e6• •• ••• • SentrVTo • • • 8r 'Kuraeoy Aeric Inc. •• • •• • • -�y"• • • • • • 1 H!AT STREN'i iiS9. 1 SILICONE GE RGS7701 GE 1200 •• • • • •• • • • • • • • • ••• • ••. ••• •• •Z ••' i' • • • 9••• AT /4 POINTS ALL SIZES GLASS TYPE 'A1' GLASS TYPES 'A' OR '8' (ABOVE) SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ON LITES WIDER THAN 36" GLAZING OPTIONS m •• U GLASS TYPE 'B' GLASS TYPES 'Al' OR '81' (ABOVE) SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES GLAZING DETAILS AT SIDELITE 3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interloyer SentryClas By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 ALUMINUM SPACER #8 SMS AT 4-1/2" FROM ENDS AND 10-1/2" 0.C. 1/8" HEAT STREN'O GLASS .090" Interloyer SentryGlas By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B 1' GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Engr JAVAD AHMAD CML FLA. PE jl 70592 CA.N. 3536 PRODUCI' REVISED as e•e1Iylag wllh rhe Flotilla bllddI•g code .�1deeM1••eeNo ��- L�i.bS .Mcg ldis• LMIt zf .02.21 rife* ftedocACeisers1 z 0t a a. CC O 01, O 010 o.'Otqrti 175`51 8 Q W el l p 0 0 0 U in 0 .y N O 0 UPDATED TO 2010 FBC 0 • 0 0 6 O 0 n drawing no. W1 1-03 sheet 7 of 16) x EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR. LOCATION 1/2" MIN. F USH BOLT OR SHOOT BOLT PENETRATION 3/8" X .3/8" WEEPS 1/2` FROM SILL ENDS 1/2" MIN. FLUSH BOLT OR SHOOT BOLT PENETRATION SHIM SPACE EDGE DIST. • • ••• • • • • ••• •• • • • •i ev 400D'�udc • •• o • •((SEE N0TE•BMIIE7 N) • • •.. , • • • • ••• •• '• • TYPICAL• ANCHORS SEE ELEATJON: • • FOR SPACI G •• • • • • • ••• •• EDGE DIST. • • •IIx • •• ••• • •• • i •• • • • •• TYPICAL ANCHORS • SEE ELEVATIONS • :OR SPACING L EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HIGH THRESHOLQ APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCRIM (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE Engr: JAVAD AHMAD CML FLA. PEN 70592 CAN. 3538 2015 P*ODUC r REvISEO l.c•wplyl•gwith lit Florida balding Code Aaepi.•re Ne I • D' Eapirmi.• Usle •w• OPERATING UNITS z O $ �0 a� u. n cteo IL la QW�-If F [SERIES -249 ALUM OUT -SWING DOOR w/ SIDELITES COMP —ANL\W11-03TMW] 0, to- rn 0(off a to • 0M Jwi JZ o • = n U 00 73 c .0 Mu`F1o, D- c 0 0 • NO CHANCE THIS SHEET UPDATED TO 2014 PBC 0 N m h 0 0 date: 02-10-11 0 0 drawing no. W1 1-03 sheet 8 of 16 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING aa 3/8" MAX. • SHIM . ` ACTIVE LEAF .• .• •• • . • • • • • • • .. • • • ._• •• . -. • • • . . .• • • . •SHIM • • • • • ••• • • • .•• • • • • • • • • • • •• •11.// gip •• . • • •• • •• _• • . • •• • • • • • .•.( •. Le • • ••• . ••:\ •. •• _ EXTERIOR D.L. OPG. 38-5/8" MAX. II• . • 21 . • • 0 LEAF WIDTH 41-7/8" MAX. •.• 1BY WOOD BUCK • LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 1 SHOWN SHEET 5 FOR DESCRIPTION DOOR FRAME WIDTH FLUSH BOLTS AT TOP & BOTTOM LOCK OPTION 2 AT DOUBLE 000RS SHEET 5 FOR DESCRIPTION TYPICAL ANCHORS FOR SPACING ALTERNATE ANCHOR LOCATION ALT. FRAME JAMB 3/8" MAX. SHIM TYPICAL ANCHOR $ . . SEE ELEV.- FOR SPACING UCK UCTURE 0 w EXTERIOR LEAF WIDTH BUTT HINGES 80" MAX. 000R FRAME WIDTH PRODUC IT KEVIISCD .s wlh the F orhL 11a1i.q C.A. A•eepl.•ce N. S # . I.O iigleMb. Dalt WiV MOT HINGES (SEE HINGE OPTION SHEAT 5) Engr: JAVAD AHMAD CML FLA. PE 70592 CAN 38 03201 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS Z 0 h ry 0o o U. 0t W O ctuieg 11. Si e• 4V15 «V 15 C 0 n 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS A ,113 0 ri S r g 2. 0 C 0 N 0 yn 1 drawing no. W1 1-03 sheet 9 of 16 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS EDGE DIST. ALTERNATE 'ANCHOR LOCATION •• SHIM SPACE ALTERNATE ANCHOR LOCATION 3/8" MAX.. SHIM . TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) 0 ALT. FRAME JAMB #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" 0.C. MAX. #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" O.C. MAX. •• •• •` • •..�•� • •• • • • • • • tANL . IN4T 1LATION DETAILS • • ••• • • • • • • • • • ••• •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •▪ f• • ••• • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• #10 X 1" PH SMS AT 4" FROM ENDS AND 16" 0.C. MAX. • EXTERIOR SIDELITE LEAF WIDTH PANEL SIDELITE WIDTH SILICONE 1 1/4" LEAF WIDTH BUTT HINGES DOOR FRAME WIDTH ALTERNATE DOOR LEAF WIDTH = SIDELITE FRAME WIDTH — 3.250". • ° EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) PRODUC r REVISED M complying with the florid& i.hli•' Code AaeWwreNoIsois.1hhoT Itipinii•is hitt PANEL SIDELITE UNITS Engr: JAVAD AHMAD 1VIL FLA. P r # 70592 C.A. . 3538 3 2015 Ow� LL O 00 V0 eta 0 ohgl o r- Hi d LL 71 tr((0h�j 46 ein g : N in oo° O0 r1 $ Wiz` (l1ES U 3 o0co — C i Z Q Ma� M `rt a k' m 0 0 0, 0 n 0 u v z .0 a 0 0 3 S date: 02-10-11 c 4 0 n u drawing no. W1 1-03 (sheet 10 of 16) EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a 0 0 a 0 a SHIM SPACE 3/8" MAX. • -. SHIM .' TYPICAL ANCHORS SEE ELEV. FOR SPACING '1 EDGE DIST • e. v. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS • . f---411. . . • .. ..— . • - • • • • • • DIRECT SET SIDEI,ITE: •. • 093 1.750 {' 062 •• •• �••+ • • ••.•• • • • 41 \� 4.000 .112 r.06u� 4b004 • • • r62 : : • • • • • • • • • • • • • 1.750 �I'71� 4 1.750 T 1.375• • • • . • •• 'g.s-�-,. P 4Jj- 625-� AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT ]235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262-6978 COMP-ANL\W11 .500 - 1------] I �I PANEL GLAZING 37 TM -155A I 1.332 BEAD 4 .090 1fI ,uJ 2.375 -�� • • • • • • : • . • • ► • IHI I.• L1.843 --^ { FRAME HEAD TM -099 • 1.843 • • • • • • • ,14S • • • • SIDELITE HEAD/SILL GW -3076 • • • • ••• • •• •• • 3.465 ••• • I^- 2.375 1-2.125 8.250 • • _ • • • • • • • •.713 • 950 • • • •• • • 4.000 .062 �• • • •• • • • . • •1r- • ' _,_, .125 CENTER GW 37888 HINGE 2125 0.310 0.572 125 715 • r•050 SIDELITE 7 1799--^i GLAZING BEAD (INSUL. LAM. GLASS) O PIVOT HINGE 1.988 1 1 t 1.262 111 t 3 0 o z o $ TM Windows, LLC. 1543 N. POWERLWE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 1.500 4.000 j 19 00011 TBOTTOM RAIL 0.248 0,572 GW 37889-A OUTER HINGE HINGE PIN d-.250 2.062 - r-1.500 I [�}} 1 F DOOR JAMB/SIDELITE I 1.750-d FRAME 8A5499 -� .125 125 �571 .062 1.000 I 1.376 F� x.062 .625 28 O STD. SILL ADAPTER BA5798 .500 .166 MID RAIL CORNER CHANNEL F.093 r 1.750„ 3.681 .655 -{ LOW THRESHOLD 897DKB 1.658 1.750 I } I}. 1 HINGE CAP X 1/2 F.H. SMS .625 .062 8 4.000 •062 1.030 3.875 . 4.090 L .� .635 Q 1.2751I 29 .250 HIGH - 1 829 -moi SILL ADAPTER TM -193 L,� `�' "#10 38 L_1.865. .093 DOOR HINGE STILE TM -32995 ; c g p z. y v a a NO CHANGE THIS SHEET UPDATED TO 2014 FBG 0 o 2.157-.1 1 4.530 .125 INSUL. GLASS PANEL ADAPTER TM -194 4 2.000 .562 1.595 ----�� .930x DOOR TOP/BOTTOM RAIL TM -32994 4.659 �� ,093 r o G 3.500 $ I L oo 0 o o 7.689 F. ci g �_I 2.040 Y r p ,J 1.750 .625 jjjj ` �� j 187 ' `I .554 1.574 c .062 I �" .060 o ' 0 o 2.000 ; 8 O FRAME 4.000 SILL (STD.) 8A5797 'H' MULLION 15 TM -121A SILL COVER 30 TM -180 ` pLI 075- .625 n O BUTT 2.126 HINGE 2.625c O > ;;r p n v B ;o1. S S o S OWEATHER-STRIP GW -31826 754.000 ADAPTER ACTIVE LEAF LOCK STILE O TM -172 .062 a� �j .999 PKODUCrREVI3En •• t•opty1•8 Mill Ibe F7orli[ k ng CoA• A•KPI••ee No 1-01611•0' �"�•a13d�cJ 2 2 a m o o `� o o E v U n e 0 s r 4.659 -.075 ir'°93 �I 1.287 I-- { I I 3.790 i II 4.000 + I -f Eng r: JAVAO AH MAD M I 2.040 I ir 1.750 �� E. FIA. PEM(/L70592 m/•ctC:•: 300 E.1861-.062 1.554 .300 .125 1188 938 CA. 3538 .715 .050 1.799-17 .794 35 SIDELITE GLAZING BEAD (LAM. GLASS) TM -157 rdrowing n0. t W1 1 -03 I .625 k 4.-2.011-1 31 REINFORCINGTM-182 -�1.779L BAR L_1.750_.1 3A ALT. DOOR JAMB/SIDELITE FRAME BA 3B ALT. FRAME COVER BA SE 1 J lQ1J 4.000 INACTIVE LEAF LOCK STILE aA TM -36048 sheet 12 of 16) •. • FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER ITEM # PART ¢ QUAN?Y• • : DES 1W1 •.•• j :• • • • MATERIAL MANY./SUPPLIER/REMARKS 1 iM-099 1 • :1 11�• HE I M + • • : : 6063-T6 PER TM SPECIFICATIONS 2 BA5797 1 - •FRUIP ILL• t TD }� •� • • •• • • • • • • • • • • 6063-T6 PER TM SPECIFICATIONS 2A 8970KB 1 LOW THRESHOLD 6063-T6 PER TM SPECIFICATIONS 3 BA5499 2 FRAME JAMB• • • 6063-T6 PER TM SPECIFICATIONS 3A BA AS REQD. • • (PLT, D04 gAAghIDELIIE Fij2i • l• • • • 6063-T6 PER TM SPECIFICATIONS BA AS:RE:D.: • •3B • A. PRAME•COVER • • • • • • • • • • • •• 6063-T6 PER TM SPECIFICATIONS 4 TM -172 •1•• • • TND hEAF IO•K STILE, t • •• •• • • • 4 It1i1!•TICE.I1.r•F LOCK {TSF. • • • • • • • 6063-T6 6063-T6 PER TM SPECIFICATIONS PER TM SPECIFICATIONS 4A TM -36048 0 e 5 TM -32995 1 PANEL HINGE STILE 6063-T6 PER TM SPECIFICATIONS 6 TM -32994 1 PANEL TOP/BOTTa RAIL• • • • • 6063-T6 PER TM SPECIFICATIONS 7 GW 31826 4 • • • VATjIEI GIRli•AMPTER♦ • sl • • • • • 6063-T6 END OF DOOR STILES (TOP/BOTTOM) 8 FD 107 3/ LEAF. • �IR1 1-11tE r •••• P. ti • • r •• • • 6063-T6 SULLIVAN & ASSOC. 8A - 3/ LEAF • P• •ND? HIVV: y 711: 94:1•11 • .• : : 6063-T6 6063-T6 LOIRA - 9 GW30769 • AS REQ15. SIDELTL• HEMP/SIP` • • • • • • • • 10 GW 32222 2 000R LOCK INSERT 6063-T6 LOCK STILE 11 GW -34808 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4' LONG 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLNAN & ASSOC. 15 TM -121A AS REQD. 'H' MULLION 6063-T6 - 16 32001 AS REO'D. FOAM FILLED BULB W'STRIPPING - .187 X .250 T -SLOT 16A 32084 AS REQ'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - I6B 32011 AS REQ'D. FOAM FILLED BULB W'STRIPPING - .187 X .350 T -SLOT 17 FBGF 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M & M PLASTICS 19 TM -29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REOD. #10 x 1/2" F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2"0 THREADED ROD, WASHER & NUT STEEL TOP/BOTTOM END RAILS 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF, 41" FROM BOTTOM 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS REQD. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA5798 AS REOD. STD. SILL ADAPTER 6063-T5 PER TM SPECIFICATIONS 29 BA AS READ. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-T5 PER TM SPECIFICATIONS 30 TM -180 1 SILL COVER 6063-T6 PER TM SPECIFICATIONS 31 TM -182 - LOCK STILE REINFORCEMENT 6063-T6 PER TM SPECIFICATIONS 35 TM -157 4 SIDEUTE GLAZING BEAD (LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 35A - 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-T6 PER TM SPECIFICATIONS 38 TM -194 - INSUL. GLASS PANEL ADAPTER 6063-T5 PER TM SPECIFICATIONS 39 _ AS REQD. SETTING BLOCKS (1/8" X 3/4" X 4" LONG) EPDM DUROMETER 80±5 SHORE A FRAME BOTTOM CORNER MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. DOOR COMPONENTS Engr: JAVAD AHMAD CML Fol PE i 70592 C.A.N. 3 2015 PRODUC r REVISED we *replying wIIh the MAO boding Code �\I Avoidance Nu Rspird o Dale l.} 2I 2O?-, lk NNW PAM EOd•et V 0 0 J I a 0 0 U SERIES -249 ALUM OUT -SWING DOOR W/ SIDELITES 0, N 1 I w n N OM 0 JZa Jo tnWV 331�i 0000 - "0ao c a d0 M n0 L- 2 0 n Lv U O 2 UPDATED TO 2014 PBC REV. PER RER COMMENTS T n 'a0 ssi O c m 0 0 data: 02-10-11 0 drawing no. W11-03 sheet 1 3 of 16 x W TYPICAL ANCHORS SEE ELEVATIONS ^ FOR SPACING • ; 1 ' " ALTERNATE I, iANCHOR LOCATION • 11.1 .. a #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING LEAF HEIGHT 10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • . •.• • • •• •• •.. • M "I* 7:‘, • •.• • ••• • ..• • •• • • O..• • r • • •• • • . • 1 • N • •S . • • • ff • • • • • •4••y • • • • • 1• • •• •• • • 7•� • •• • • • ••• • • • • • ••• • •• ••• ••• • ••.• • • •11••:• • •• • • •• •.• •• • .•• • 1. ••• • • • .• • •• •• •• • ••• • •• • • • •• •• • • . •• • f •• • •• • • • • •.••• • •• • •• •• • • ..• • ••• • •• • • • •• ••• •• • • • •• M • •• • •• ••• r ••• •• • •.••• to••••••• •• • • • w •••• • • • • +• • • • • • •• • • •• •• • • •• • • N • • • • •• • • • • • • • • ••• •• PRODUC r AEVtSED r roe *Whig with the Florida Itomilog Cede Atetoto.n No.L1'.01111 tooir.N•. Dote K.t�.rt�7O�aercSa SINGLE (X) OPERATING UNITS W/ S.H. WDW. m ,m M Engr: JAVAD AHMAD in = PCE MIL FLA. N 70592 CAN. 538 HI—THRESHOLD OPTION tS pi 3 2015 COM P-ANL\W11-03TMW 1) m h 1 N a) N QO O rqq d rz_i e• a.= M to Loo 30Om 0 IVa I— —a- H C N 22 0 0 41, 'O 2 2 REV. PER RER COMMENTS .0 N O a 0 ta 0 tl S: drawing no. W1 1-03 (sheet 14 of 16) 3/8" MAX. SHIM 2BY OOD BUCK OR WOOD S 'UCTUR #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH D.LL/OPG. • ..• • .• . .. ..•. ....• • . •.• .• •••• • • •• • • •• •• •• • • ti • •. • •••• • • • • • •• J• • .• • • • • • • • ••• • • • • ••• '3/8" MAX. SHIM •• • •'�..:• • •• •••••• ••• • • .• ••••• • ••• • • • • •• �YPICAL At ORS •• ••.• SEE EL • • FOR SPACING • • .•• •• •• •••• • •• •• • - • • •--• e• • - •• • • • • • • • • •• ••••• • 1 • •• . •• •• • • • • • • See e• • • • • • •• • • •• •• "I •••• ••• •• • • �t • • if• • r• • . i • • V. ••• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 141 0 N 0 W 0 EXTERIOR D.L. OPG. (FIXED) S.H. WINDOW WIDTH 38-5/8" MAX. LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION ACTIVE LEAF LEAF WIDTH 41-7/8" MAX. FRAME WIDTH 3/8" MAX. SHIM EXTERIOR D.L. OPG. 38-5/8" MAX. 8 . W HINGE OPTIONS SHEET 5 1BY [WOOD BUCK LEAF WIDTH 41-7/8" MAX. FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. • TYPICAL ANCHORS SEE ELEV. P. FOR SPACING Engr: JAVAO AHMAD CML FLA. PE 70592 C.A.N. 1.38 ►k0DUCF REVISED Ir e.•Iplyl•Y with the Flntith N• S- f7.9e84•. nate 0 0 0 0) cn tin n rn to N 00 " • 0 M J - Z = o en N Cr O OOm CL O 3ZZ M d 0 in O 0 0 F U QI 2 REV. PER RER COMMENTS a • (! 0 b N 66 m 0 O U P 0 0 0 P1 n 0 1 drowing no. W1 1-03 sheet 15 of 16) F1.937 .887 062 J --r .625 k-111.875 1.1 FRAME HEAD 1.746 .130 .836 FIXED RAIL REINF. 062 y1- =ij 5 250 k- 91 GLASS STOP ANGLE 4.1 FIXED MEETING RAIL 2.541 .095 1 I I .140 L1.563�� 16.1 DOOR STILE REINF. -1.750 .940 j- 6 1 1.562 5.1 STD. VENT TOP RAIL 7-- .750 1.045 I.- .658 .062 7.1 SASH SIDE RAIL SASH LATCH 1.875 % i .055 L1.469 i969 1 877 .943 2.1 FRAME JAMB 2.725 s.1 VENT BOTTOM RAIL 2.050 .062 .662 I� �I- 1.937 3.t FRAME SILL 2.826 ITEM ,y 1.1 2.1 ••• • ... • • • • itIND: • 491M RIPy R0 •• • S}% • • • ▪ • PART*, GW -3198 • 1 • RMAME HI14D •? •• )• TM -119 •2••• FINK 419 • • •••• • ••• • • MATERIAL 6063-T6 6063-T6 MANF./SUPPLIER/REMARKS PER TM SPECIFICATIONS PER TM SPECIFICATIONS 3.1 1 FRAME SILL 6063-T6 PER TM SPECIFICATIONS 4.1 5.1 GW -36123 1 JIXED•I+TC RAIL • • • • TM•11j • i•.•ntwee ic@RnllZ•'•• •• 6.1 7.1 6063-T6 PER TM SPECIFICATIONS • TM:11: • • •I •• 4.9% TTOM♦fkIL •• •• • • • • • • •IIP• • • • • ••• • ••• • GW -5102 •• 9 • •WM/ ♦IAMB• • • TM -115 2/VENT SPRING LOADED EGRESS LOCK 0 6" FROM ENDS 8.1 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 9.1 10.1 12.1 2/VENT LATCH:OCK 0g"•FROI` Ff1DS • • - • ahS 1EQp .,LjZINlipSIORA�4NNGI4:E•• • • •• •• • - • r : . e BOUNDARY SURVEY Property Address: 103 NE 99'H. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: Lots 15 and 16, Block 16, of "AN AMENDED PLAT OF MIA according to the plat thereof as recorded in Plat Book 10 at Pa Miami -Dade County, Florida. ION NO. 1" c Records of SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Standards of Practice (5J-17 FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The -accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. l� $) The;syeyor does not determine fence and/or wall ownership. �0�••: Ownetthip subjects to OPINION OF TITLE. 1:1•)•• • Typpof$urvey BdUNDARY SURVEY. 1,2) North.arrow djr-e ctiun and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade ounty, Florida. •13�.. Ele;atibfls are•IIised on the National Geodetic Vertical Datum of 1929. Be1 ch»ark 11Vd; Miami -Dade County Benchmark #N-568. Elevation = +9.65' 15) ' Flood Zone:.'. ' Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: •. 14065' 0302.C.SFPTEMBER 11, 2009 :164. TIJ LAN OF. +SURVEY ha been prepared for the exclusive use of the entities named hereon. The. C.ertificafe ddes not extend to any unnamed party: A.) GEORGE F. & NANCY A. FISHMAN B.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: May 14, 2015 Job# RP -15-426 Pablo. J. Alfonso P.S.M. Professional Surveyor & Mapper State of `Florida; Reg. No.5880 6175 NW 153`d STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 * Fax: 305-827-9669 F:\BOUNDARY-SURVEY-NOTES\103 NE 99 STREET - MIAMI SHORES - NTS.doc Page 1 of 2 lst. AVENUE "4 1 BOUNDARY SURVEY SCALE: 1" = 20' FIP. 1 /2" No� LOT -14 BLOCK -16 7-15' ALLEY PER PLAT ti xX`' 9' WIDE PAVED ALLEY 89'41'49" LOT -15 BLOCK -16 60.5' .CONCRETE F1P. 1/2" No I.D. LOT -16 LOCK -16 , 11.75 0.2' • 89'41'07" / 0.3' 5.6' N- 0 5' -0.5' cn O J CD 2—STORY RES# 103 F.F.E= +12.75' A/C gid` UNIT • • •••.••• • • • •• •• R= •. �tF8 ..... u7 30.40' —.— 0.1' • •••. • •• • •• I ••••[ 0 0 to to PLANTER A=3 T=24. • •• • • ••• • • • •••• ••.• 22' PARKWAY c.+ 1 0 9018'53" co� FIP: "1 /2" ✓. X'`1• N.E. 99th. STREET �p x11 LEGEND l OH Overhead Wire Line /1 Wood Fence / Chain Link Fence ❑ Iron Fence OREIV LAND SURVEYORS, INC. PHONE: 305-822-6062 * FAX: 305-827-9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL. 33014 — — — Monument Line — Centerline Property Line C.B.S. V/////// 21' ASPHALT PAVEMENT 75' TOTAL RIGHT—OF=WAY cP +� =Existing Elevations =Catch Basin ® =Water Meter =Electric Box QS =Sanitory Manhole =Sprinkler Pump R2, =Wood Pole In =Conc. Pole r,7 =Light Pole =Fire Hydrant =Water Valve =Inlet =Florida Power Light Transformer =Cable Tv Box ® =Electric Meter Box 1111111 A/C=Air Conditioner Conc. =Concrete C.B.S. =Concrete Block & Stucco _A -Arc D.E. =Drainage Easement BRG=Bearing D.M.E.=Drainage Maintenance , - CH=Chord Easement - 4=Delta F.F.E. =Finish Floor Elevation L=Length F.I.P. =Found Iron Pipe/Pin „ _R=Radius F.I.R. =Found Iron Rebor T=Tongent F.N. =Found Nail F.N&D =Found Nail & Disc : L.M.E. =Lake Maintenance Easement (M) =Measured (P) =Platted (R) =Record Res. =Residence SIP/R =Set Iron Pin/Rebar U.E. =Utility Easement Page 2 of 2 _ MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATIO NOTICE OFACCEPTAN T. M. Windows, LLC. • 1543 N. Powerline Road, Pompano Beach, FL 33069 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 perforin 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 -249 Aluminum Outswing Doors w/wo Sidelites-L.M.T. ; - APPROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 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 Missile Impact Resistant II EL MIAMI-DADE COUNTY PRODUCT CONTROL SECTION �, 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 C 1I`780'315-2590 F (786) 315-2599 Lwww.miamidade.aov/economy MAY_ 27 2016 BY: • • • • Limitation: • • • • • • • • • • 1. See sheet 4 for Single door w/ SHW and sheet 5 for single or double Door Design Powers (DP)'rutiilig;Vs glass •:. type and/ or threshold types (Exterior (+) water limit) • 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or tiutSliBjd typ$ S.o**r DP • • rating of Doors or Sidelites shall control when combined together. Max total frame area of alternate Mbit shall' : not exceed 125.84 ft tested frame area.•• ••• ••• •• • 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and Bl are limiWil.up to 30' above grade.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 18go, city, stat gpcl,series and following statement: "Miami -Dade County Product Control Approved', noted herein. • •'. •' • •••• RENEWAL of this NOA shall be considered after a renewal application has been filed and there &Waded 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 & renews NOA # 12-0208.14 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 L Chanda, P.E. • MEAMIDADE COUNTY APPROVED tat NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 Page 1 • T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file listed below) 2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)' , sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5"' Edition), prepared by Al Farooq Corporation, dated 06/01/15 and last revised on SEP 03, 2015, signed and sealed by Javad Ahmad, P.E. • 2. Glazing complies w/ ASTME-1300-02; 04 & -09. • . '•....' • D. QUALITY ASSURANCE• • • •• • • •• • 1. Miami Dade Department of Regulatory and Economic Resotir. (RER). . E. MATERIAL CERTIFICATIONS .... •. . . .. . •••• . • .. . . . . 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amertaa,.inc. (Fvnner.E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear ant/ White) Gtbrss Interlayers", expiring on 07/04/18. . • . •.. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Che tical Company (MA). (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glassiaie1layer';e*Airing on 05/21/16. •. • • F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report., G. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. 1 k 1. LLA44-1... Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 E-1 . c. ENGINEERING EXPRESS` 4/22/2015 A FRANK L. BENNARDO, P.E., INC. INNOVATION Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 525 Casement Window Project #15-2372 To Whom It May Concern: Large & Small Missile Impact Resistant) Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectfully, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E., FL PE 0046549 Cert of Auth #9885 ``011/1111111►Yf�j• • No. 46549 _ * '*- Inc.‘C)":4::6;',/, , % • STATE OF .• ��D F�ORIDP '�� 1hj0ig1111soWO' • • • • •••• Y • , •• • • •11 • • • •• • • • •••• •• • • • • • • •••• • • •• • •.• . • • • ••• •• •• • •• • • • • • • • • • • • •• • ..•• • . • •• a 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM LOCK OPTIONS 1 OR 2 SEE SHEET 5 GLASS D.L.O. DIMS 01.0. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.750")/2 SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 41 7/8" 6" MAX. HEAD/SILL CORNERS FRAME WIDTH 15" MAX. HEAD/SILL 1- x w O O 0. O J 0 I1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING ANO NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. • • ••• • • • •-•-• • • • • • • • Hb4I I/SILY ANCHORS •• •• •• •• • •• 1ST STILE INDS • • •• •• •• • • • (6 IT 3 •0.C. • • • • • • • • ••• • • • -•-...• 6" MAX. SURFACE APPLIF•D• • HEkIWILL L FALSE Ma11Oi S• • • MAY BE 45 •• • • • • • • • • • • • • • • • • • >e • • - 30" O.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF D008 HINGE OPTIONS • SEE SHELT• 5 • • • •• • • • 80" FRAME WIDTH 15" MAX. HEAD/SILL V1 0) 0 8 m 0 0 DOOR OPTIONS DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 30" D.L. OPG. 38 5/8" ACTIVE � I 29 7/8" D.L. OPG. a LEAF WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR Engr: JAVA!) AHMAD CML FLA. PE 70592 3 CA N. 538 015 0) m w 'U � mV COMP -ANL\W11-03TMW "RopyC f REVISED •oCvwpM•9 with the Florldh WrdiNg Code Aetepta ce No I5-0611. D" E ,}feel•• Mk A 3 8 z 4 th 0) N m r 01 co a 00 <P0 O M J LiLJi J z J U oOoD .0 o - c .0 3z eL ISO 0- TEL (954) 781-4430 c W m O p N - II G p p� m V 0 0 0 e2,00 0 i 0 0 drawing no. W1 1-03 (sheet 1 of 16) 0 0 0 U (sheet 2 of 1 6) Cf 166 1/4" MAX. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. ANCIc1S A; M11LI IOi N •• • • • • • AT 46, 1' A• 10` FROM• END OF • • •• FRAME AT DOOR AND sett IE�• •• • TYP.AT HEAlp/jJt• • • • • ••• • 41 7/8" 6" MAX. HEAD/SILL CORNERS SIDELITE FRAME WIDTH 3" TYP. LEAF WIDTH 1 1/4" MAX TESTED FRAME WIDTH 80" MAX. 1 1/4" MAX 4 7/8" XX DOOR FRAME WID H I,I 111 „1,) 1. / C / HINGE OPTIONS SEE SHEEj' 5 .FOCK OPTION 2 SEE SHEET 5 INACTIVE \ 15" MAX. HEAD/SILL (-III 11 11 30" D.L. OPG. 38 5/8" LEAF WIDTH -11I- - / _-n-_-1 /- II / / ACTIVE h I (II 29 7/8" ` D.L. OPG. 38 5/8" LEAF WIF1TH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELITE OPTION WITH DOOR SIDELI FRAME WIDTH. • • • • • •• •, 111'1 -U---- /1 x'11' ----11----- it 11 n ----ll---- ----11---- /, //. /. 0 i I 1 30" 111 D.L. OPG. 38 1/8" LEAF WIDTH 1 1/4" MAX TESTED FRAME WIDTH 80" MAX. 1 1/4" MAX 4 7/8" XX DOOR FRAME WID H I,I 111 „1,) 1. / C / HINGE OPTIONS SEE SHEEj' 5 .FOCK OPTION 2 SEE SHEET 5 INACTIVE \ 15" MAX. HEAD/SILL (-III 11 11 30" D.L. OPG. 38 5/8" LEAF WIDTH -11I- - / _-n-_-1 /- II / / ACTIVE h I (II 29 7/8" ` D.L. OPG. 38 5/8" LEAF WIF1TH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELITE OPTION WITH DOOR SIDELI FRAME WIDTH. • • • • • •• •, 111'1 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 LEAF WIDTH ••• • ••• • • • • •• • 6URiACE ARIPLIEO • FALSE MUNAISS• • MAY BE USED • •• •• • • • • • • • • ••• • •• • • • •• ••• •• • • • • •• 0 1- w (1) mE �0 0 u • • • • ••• •• • • Engr: JAVAD AHMAD CML FLA. P # 70592 CA. 538 3 2015 D , tlDUCr t with FIor$& ANCOIS•CeZJ K,tflnlb• note d imie EIC ALUM OUT -SWING DOOR W/ SIDEUTES (LM.I.) v) ) 0 8 pi 2 2 .0 0 m 8 0 N 0 V 1,1 ) drawing no. W1 1-03 -U---- /1 x'11' ----11----- it 11 n ----ll---- ----11---- ---11--- i 11 I; 1 I 30" o D.L. OPG. 38 1/8" MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 LEAF WIDTH ••• • ••• • • • • •• • 6URiACE ARIPLIEO • FALSE MUNAISS• • MAY BE USED • •• •• • • • • • • • • ••• • •• • • • •• ••• •• • • • • •• 0 1- w (1) mE �0 0 u • • • • ••• •• • • Engr: JAVAD AHMAD CML FLA. P # 70592 CA. 538 3 2015 D , tlDUCr t with FIor$& ANCOIS•CeZJ K,tflnlb• note d imie EIC ALUM OUT -SWING DOOR W/ SIDEUTES (LM.I.) v) ) 0 8 pi 2 2 .0 0 m 8 0 N 0 V 1,1 ) drawing no. W1 1-03 (sheet 3 of 15) HEAD/SILL ANCHORS AT STILE ENDS (6) AT .3" O.C. 166 1/4" MAX. • ••••• • • •-e. .. ANCHV r1T MULLION . • ••' •' • • AT 4",.7" & 00" FROM C.D. 0F• • • FRAME•AT DOQR AI1•SI11LI S ; • • • • TYP. IR HEADfSILt 46 5/16" FRAME WIDTH 80" MAX. 6" MAX. HEAD/SILL CORNERS 3" TYP. 15" MAX. HEAD/SILL // -7 0 XX DOOR FRAME WIH (11 III) -A1 \// HINGE OPTIONS SEE SHEET/ 5 / I 1 41 5/8" D.L. OPG. 46 3/8" SIDELITE WIDTH / C\ / / / LOCK OPTION 2 \ SEE SHEET 5 \ 6 !III III \) I II INACTIVE 1 (1 30" \ D.L. OPG. 38 5/8' LEAF WIDTH ACTIVE II) I IiI 29 7/8" O.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) Ire WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FOC 2014 • ••• • ••• . • • • • • •• • • * • • • • SIkACE e+PPLIEB) • iALSE MUNNMS • / MAY BE USED • •• •• • • • • • • • • ••• • •. . . • •• ••• •• '. • • . • . • • — •• . . 0 AT SIDELITES • . . ••• •• Eng r: JAVA!) AMMO CML FLA. PE 70592 C.A . 3538 2015 .f'RODUC h REVISED ttl •rwpl)ln{ with IT/. Fiod/& *Mil Cods Appesiser No K-06tI.Oi S0pitesioi fit It of/Zs' 20Z AI`s`1 L.-. Pant radial C m ‘); Z `y Nr F g N a. 1gD CC • v vo 4.9m o a< O4• °°E TiDe aW sr 0 0 -249 ALUM OUT -SWING D 0) "1 n m 00 • 0 M Jwj J Z L` J KU 0 0003 - C a m 0 3Ma c" J -- 0 O 0 U v 0) 0 0 8 c a 0 doh: 02-10-11 O I N 0 a drawing no. W11-03 41 7/8" FRAME WIDTH 6" MAX. 15" MAX. HEAD/SILL HEAD/SILL CORNERS LOCK OPTIONS 1 OR 2 SEE SHEET 5 It 14 e O / 01 14 ACTIVE 30" 0.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT S.H. WINDOW INSERT OPTION 5" MAX. HEAD/SILL CORNERS • ••••- • • - --- .. .. .•• • •• •• • • • • • • . •• ••• • •• • ••• • • • • •. • • • • • • •.• • • • • • ••• • ••• • ••• •• • • • • • • •• • • • •• • • • • . ••• • • • • • • • • • • • • • • • • ••• • ••• • • •• • • • •• ••• •• • • • • J • • ro mW io U • • NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 * —80 PSF * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD PRODUC E REVISED as rambles with tie Florida R.NI•i Cod• l> • D Aceeptomee No 6 RapIralles Date 2 ram cm* maim 0 J Q a O U 8 0 n 0 N • 5 2 UPDATED TO 2014 MC .o c 0 N d 0 0 0 N 0 C t m U b O_ 0 drawing no. W11-03 (sheet 4 of 16 FRAME WIDTH FRAME HEIGHT \ / / / / / ACTIVE ( X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF n FRAME HEIGHT IdCWES LOCKS #1 & #2 LOCK OPTION #1 \ .. / \ \ / / / GLASS TYPES GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A' OR 'Al' '0' OR '01' INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 42 109 80.0 80.0 100.0 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2" MS CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (2) #8-32 X 1-1/2" OH MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS / w r FRAME WIDTH DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF n FRAME HEIGHT IdCWES LOCK OPTION #2 / / / \ \ \ \ \ \ .. / \ \ / / / / _INACTIVE j ACTIVE 80 DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT IdCWES LOCK OPTION #2 GLASS TYPES 'A', Al', 'B' 011 '01' > // \ \ / / / / / / % \+., \ \ \ \ \ \ \ \ \ •% / / / / / EXT.(I) INT.( ) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP Sc BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS / / / / / / / t9 a K DESIGN LOAD CAPACITY - PSF I\ I 1 V LOCK OPTIONS $1 & #2 > // \ \ / / / / / / % \+., \ \ \ \ \ \ \ \ \ •% / / / / / \ \ / / INCHES INACTIVE \ A \it / ACTIVE 42 • • ••. ... -• • ••• •• • •t —..•RAMC H •• • • • • . 0 • • • • • ••• • • �•�—•— . ••• • • •• •• • • •• • • • • • • •••• • ••• •• • • •• • • • • • ••• •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC —219 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF LOCK OPTIONS $1 & #2 GLASS TYPES @ DOOR FRAME WIDTH FRAME HEIGHT A', 'Al', B' OR 31' INCHES INCHES EXT.(+) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' 0 S.H. WDW EXT.(+) LOADS SHOWN ABOVE ARE WITH NIGH THRESHOLD FOR STD. THRESHOLD UMIT EXT.(+) LOADS TO 58.0 PSF ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION #2 3-1/4" LONG ALUM PIVOT HINGES. AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Engr: JAVAO AHMAD CML FLA. PE # 70592 C.A.N 3538 SEP'C► 3 2015 PRODUC l' REVISED will) dot Florida Uaidt•g Cott. MEtt}tance No 1S-0�1.0', j{I'Mt} lua Dote 17011 Mail Protij rod.clC•ilkii COMP-ANL\W11-03TMW m aM OM . • C J W u -1z a S 0 N W U < 0000 tl O m C 3ZNa too J Ig- `ra m 0 U '0 2 0 5 UPDATED TO 2014 PBC i 5 0 '0 N 0 0 0 0 N x drawing no. W1 1-03 sheet 5 of 16 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF ...11 ■ ••/ I j1. a 1 1 OVERALL FRAME PANEL/DIRECT SETGLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH �A', 'Al', 'D' OR '81' INCHES INCHES INCHES EXT. (+) INT. (-) 81 41 7/8 (X) 80 (XX) 48 80.0 69.7 85 41 7/8 (X) 60 (xx) 48 80.0 69.7 91 41 7/8 (X) 80 (XX) 48 80.0 69.7 97 41 7/8 (X) 80 (xx) 42 80.0 79.6 103 4180 (XX)X) 42 80.0 79.6 109 41 7/6 (x) 80 (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH 1- /4" DIRECT SET SIDELITE WIDTH J®N L WIDTH 1- /4" PANEL SIDELITE WIDTH ACTIVE DOOR FRAME WIDTH vl 1- /4" PANEL SIDELITE WIDTH INACTIVE (x) DOOR FRAME WIDTH (XX) LEAFIWIDTH SIDEUT WIDTH ACTIVE • . .T. • •• •• • • • • • • • • • • • • • • • • • • ••• • • •••• • • • _ • • • • • • ••• STATIONARY ( 0 ) • • ••• • • • •• •• • SIDEUTE W. •0 • • •• • E W. • SI LITE W. • • • til• •••o • ...11 ■ ••/ I j1. a 1 1 OVERALL FRAME •. .11 ••• ©a `M WIDTH J DOOR FRAME WIDTH x0 0x SIDELITE W. DOOR SIDELITE W. FRAME W. , SIDELITE W ( OX0 ) DOOR FRAME WIDTH SIDELITE W. © 1ii1 LiPJ! OVERALL FRAME WIDTH J ( OX0 ) DOOR FRAME WIDTH SIDELITE W. © C A IuiiiIIiO Ilci /: QQ � \ \ \ \\ \ / / / / / �. — TY I Iv OVERALL FRAME WIDTH ( Oxx ) ( XX0 ) OVERALL FRAME WIDTH ( oxxo ) PRODUc r REVISED r e•1•plyl•i MIS the Florida tr all Code Aticspisess 1LiN►•u•• Daley 21 7e}I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 Eagr: JAVAD AHMAO CML FLA PE / 70592 C.A.y 35.38 SE'(� 3 2015 [0-u] I Lc) N Cn 0 WI 0 M Jwl Jz .7_1= n U 00m -Oao� c 3Ma -I H- 0- 0 c a •U to, 6 O m 6 N V z 8 n d 0 U 0 scale: 3/8' — 1• drawing no. W11-03 (sheet 6 of 1 6) • • • ••• 3/16" HEAT STREN'D GLASS .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemicol Co.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 GLASS TYPE 'A' 3/16" HEAT STREN'D CLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS 090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemicol Co.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 • GE 1200 • Ll ALUMINUM SPACER #8 SMS AT 4-1/2" FROM ENDS AND 10-1/2" 0.C. AT 1/4 PO NTS ALL SIZES GLASS TYPE 'Al' GLASS TYPES 'A' OR 'B' (ABOVE) SILICONE GE RGS7701 GE 1200 0 1- w AT 1/4 POINTS ON LITES WIDER THAN 36" GLAZING OPTIONS 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS770 GE 1200 • GLASS TYPE 'B' GLASS TYPES 'Al' OR '61' (ABOVE) SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES GLAZING DETAILS AT SIDELITE 3/1.'• L 1:STRl�J'D (tAS$ •• • • •• • • • ••• • • • 1/4"•AIR SPACE* • • • • • ••• • • • • ••• 3/16" HEAT STREN'D GLASS .090" Interloyer _ SentryFlas 00. • • • • • • By 'ILur•ray America, ML!' • • • • • •• 1716" BEAT STREN'ELGLA4 • ••• SRICONE ••• • GE R057701 GE 1200 • •• •• • •• • • • ••z • •• • a • • • • • •• • ALUMINUM SPACER #8 SMS AT 4-1/2" FROM ENDS AND 10-1/2" O.C. 1/8" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 AT /4 POINTS ALL SIZES GLASS TYPE `B 1' GLASS TYPE `F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Engr: JAVA° AHMAD CML FLA. PE # 70592 CAN. 3538 PRODUCt' REVISED 0s eesplyl•g wllh Ike FTarW begin Code Meeptsikee No nifir Dole C."OLIt•62r • - maw Coarid SERIES -249 ALUM OUT -SWING DOOR W/ SIDEUTES (LM.I.) 0, n ro N o < ro 0 F'1 . Jw� J Z J fd Lai U rn oom va O z Z r7 a °� N 0 J a- 8 8 m 0 UPDATED TO 2014 FBC 0 rc c N N • 0 v a ro r 0 4 0 0 8 5 drawing no. W1 1-03 sheet 7 of 16) EDGE GIST. • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR: LOCATION 1BY WOOD BUCK (SEE NOTE SHEET 1) EDGE DIST. • • ••• •• • • • • • BY %.D BACK : TRUCI JRE• • HEET 1) • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• c 1/2" FLUS SHO PEN: 0 �N MIN. BOLT OR T BOLT RATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. •• TYPICAL ANCHORS SEE ELEVATIONS* FOR SPACING ••• • •• • •• • •• • • •• • • • • • • • • • • ••••• • • ••• • • • • •METAL • • STRUCTURE LPICAL ANCHORS EE ELEVATIONS FOR SPACING SHIM WOOP•BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1146 SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • ANL, TRANSFCR THEM TO THE BUILDING STRUCTURE. • • • • ••• •• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 17.1 OR 19 DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. 1/2" MIN. USH BOLT OR SHOOT BOLT PENETRATION ALTERNATE O� I Wil( at. .0,`"111 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS L EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS a.. EDGE DIST. 0, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LOW THRESHOLQ NOT APPR'D FOR WATER RESISTANCE Engr: JAVAO AHMAD CML FLA PE # 70592 CAN. 3538 2015 PRODUC f REVISED •te•wplyla`with lie Florida biding Code 6 � plaateD No OPERATING UNITS z p I= Tif 00 j 8. aE Ir 0 u. n 7 el 0p&ao x2.0 O QWe Qw1-4 c N rn ID O 14) • O'o Jw JZ viw oom a O a ~r'a� c 0 n 0 to 0 UPDATED TO 2014 FBO 6 rc 00 B c date: 02-10-11 scale: 3/8' - 1' drawing no. L W1 1 —03 (sheet 8 of 16) sheet 9 of 16) . .•• . • • ••• 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING ��MEM soul. (•j ACTIVE LEAF LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 1 SHOWN SHEET 5 FOR DESCRIPTION 3/8" MAX." SHIM .' TYPICAL ANCHORS SEE ELEV. FOR SPACING IN—ACTIVE LEAF LEAF WIDTH • •• . . . • • • • • ••• • • •-. • . • • • • L $/8" 4AX. • sf11A1 • • ••• • ••• • • • • • • • • •• • • • • •• • • • • • • • • • ••• • . •• • • . •. • EXTERIOR D.L. OPC. 38--5/8• MAX. LEAF WIDTH 41-7/8" MAX. DOOR FRAME WIDTH FLUSH BOLTS AT TOP & BOTTOM •• • • • 1 BY WOOD BUCK . _ ii • • v o " iJ LOCK OPTION 2 AT DOUBLE 000RS SHEET 5 FOR DESCRIPTION MEV -4(MM ir . iG I 1 CD 0 11L: BUTT HINGES EXTERIOR LEAF WIDTH •- TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE ANCHOR LOCATION ALT. FRAME JAMB 3/8" MAX. SHIM ACTIVE LEAF •' e hI el 2BY WOOD OR OOD S 80" MAX. PIVOT HINGES (SEE HINGE OPTION SHE�T 5) CK UCTURE DOOR FRAME WIDTH PRODUC r IREVIsCD ss amply -leg with the Florida b*l Og Cafe Aoseplace N. 5 P l •r? Ralpih•1.• D•Ti 111 _. / kiljtaUC•nwl Engr: JAVA° AHMAD CML FLA. PE 70592 CAN 38 0 3 1015 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS z r°D. qO 3 G �Z 13 C " C OaaM J 382x. e cCai COMP -ANL \W11-03TMW F 3 0 0 0 0 0 a. 0 N NO CHANCE THIS SHEET N S 1 0 fL .0 0 2 N 0 C N 0 gn drawing no. W 1 1-03 sheet 10 of 1 6) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING e ALTERNATE ANCHOR.. LOCATION SHIM SPACE ALTERNATE ANCHOR LOCATION 3/8" MAX. .. SHIM .' TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) ---E+-a-. a ALT. FRAME JAMB :. .. . ▪ 1. . . .. • • • • • • • • • • • P�A.NIC •S;DEL:TIy_ INSTALLATION DETAILS • • ••• • • • • • • • • • • • • #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" O.C. MAX. ••• • ••• • •• • • • • •• • •• • • • • • •• • • • • • • • • • • • • ••• • ••• • •• • • • •• • •• ••• • • •• • • •• • • • • • ••• •• #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" O.C. MAX. EXTERIOR SIDELITE LEAF WIDTH PANEL SIDELITE WIDTH #10 X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. SILICONE • • 1 1/4" LEAF WIDTH DOOR FRAME WIDTH ALTERNATE e ren DOOR LEAF WIDTH = SIDELITE FRAME WIDTH — 3.250 © .11 N \lm 0) ASIRERRIDIRMIRMIIIRIDEDIEt. ° EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) PRODUC F REVISED M complying with the 110,11► hl•Idin` Cod. A•cepu•eeNoI "-66IIh0T R>yfr•11.• o.te21 ISI„ qw PANEL SIDELITE UNITS Eng): JAVAD AHMAD FLA. P r / 70592 CA. b 3538' 32015 0 0 U SERIES -249 ALUM OUT -SWING DOOR W/ SIDEUIi s w N n CD 0 0 O r7 J w� J Z J= In WU,o 0Om -o a N c 0 3Za M - d rW 0 n a v A a z a 0) O O O S V 0 P1 drawing no. W1 1-03 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 5. a SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS . ••• DIRECT SET StD: IrE • • V • 'IAL ATI flj: ETAILS • ••• • ••• •• • • • • • • •• • • • •• • • • • • •••• • •• • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• • •• ••• •• • • • • • • •• • • • • • ••• •• EXTERIOR D.L. OPG. #10 X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. PNOT HINGES DOOR FRAME WIDTH PRODUC F REVISED as emptying wU\ IAt buidieg Code Atsepla.te No I - 6 1. S' Lyie.11o.Mit 24 10. Moa, IMh P DIRECT SET SIDELITE UNITS Engr: JAVAD AHMAD CML FLA. PE al 70592 CAN. 3538 VP z 08 gO 6 g oaQag —oicg a ES COMP-ANL\W11-03TMW SERI6-249 ALUM OUT -SWING DOOR W/ SIDELITES (_M.1.) in 112 0 0 2 1.4 2 z s 2 .0 0 v a i3 0 C a m ti 0 2 u drawing no. W1 1-03 sheet 11 of 16) r 1.750 ¢-.093 I { �j--.062 L_ I L--.dr •• •• • • . •• •. • • • • • V 41. .v o 4.000 .112 .060 4000 • • �_• .0�2• • • • • •• • • • 1.750 1.750 - -n L uJ •2375 • 1 •• • .625 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 264-8100 _ FAX. (305) 262-6978 J I .500 x.090 2.375 PANEL GLAZING 37 TM .332 BEADO -155A • • •• • • • • • •• • • -1.843 FRAME HEAD TM -099 • • - .843 • • • .145 • • • • • • SIDELITE HEAD/SILL O 4C411-407610 • • • • • • • • • • 3.465 I^-2.375 - 2.125 L 8.250 • _ • • • • • Si0 • • • • • • .713 4.000 .062 • •• • • • .77 • • F.050 1•:'g .125 O CENTER GW 37888 HINGE 2.125 0.310 0.572 125 � ® 1799--�I SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) - PIVOT HINGE 1866 t 1.262 [SERIES -249 ALUM OUT -SWING DOOR w/ SIDEIJTS (LM.I.)) TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 1.500 1.500 �{ 19 DOOR TBOTTOM RAIL 0.248 0.572 GW 37889--A (8 OUTER HINGE HINGE PIN 4-.250 4.000 - 2.062 In r - n__W. I O DOOR JAMB/SIDELITE L1.750-1 BA5499 II FRAME -� .125-ryj� �ILJI� IIS .125 .062 1.000 -.i 1.376 F� 4-.0628A5798 .625 26 STD. SILL ADAPTER 500 166 MID RAIL CORNER CHANNEL - i-.093 r-1.7501 { .655 ---1- _l' LOW THRESHOLD 897DKB 1.658 r 1.750 } Ir ' 3.681 HINGE #10 F.H. CAP X 1/2" SMS • .625 .062 i 4.000 t .082 1 Ei 1.030 3.875 .635 a [P 1.275 .250 HIGH 29 - 1.829 -moi SILL ADAPTER TM -193 L��l,, IJ �,J b1.865] 38 4.090 .093 5 DOOR HINGE STILE O TM -32995 p u a y v N S- ;. V z 2.1s7 4.530 .125 INSUL. GLASS PANEL ADAPTER TM -194 i 4 2.000 _Sf2 DOOR TOP/BOTTOM RAIL TM -32994 �� 1.595 1930 r 4.659 ,093 1 3.500 § o° 0 ° ° 7.689 L. ^ i o I 2.040 1.750 - .625 Ful 187 .554 E1.574 1_1.` .062 , 1- -.060 o -T ° 2.000 o { FRAME 4.000 SILL (STD.) BA5797 H' MULLION 15 TM -121A 30 SILLTM-180 COVER I 075.625 V D - BUTT 2.126L_2.625 HINGE g, •> N a B W N S g O S ir 375 --J O WEATHER-STRIP ADAPTER GW -31826 4.000 ACTIVELEAF LOCK STILE OO TM -172 4.000 .062 .999 { Engr: JAVMLAHMAD C300 PRODUCrREVISED ascompl r inlne1�Iorlds. M•rMn6Cod• A•eepUneeNo I -0611.0) 14141'1•41• 0.10 a ( �� °cam 1' ° ° o ° u v . ) a i 1 `-1 4.659 .075 .093 -�{ { 1.287 I»- I I 3.790 2.040 1 1.750 Lt FIA. PE / 70592 A'+r rodafC �+ 1.5;54 300 I t2s• 1.988 186 062 938 C.A. .3538 T1s 35 SIDELITE GLAZING Oso I� 1.79-,-1-1- 1 BEAD (LAM. GLASS) TM -157 .625 - - ) drawing no. W11-03 I Imo-2.011-.1 31 TM -182 I -.i.779L I I BAR I I---1.750 3A ALT. DOOR I� -.-I JAMB/SIDELITE FRAME BA 3B ALT. FRAME COVER BA SE' '1015 4.000 INACTIVE LEAF LOCK STILEREINFORCING 4A TM -36048 sheet 12 of 16 FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER •. • ITEM / PART il •. • VAN1lrY a • :ESCIi'II il • MATERIAL MANY./SUPPLIER/REMARKS 1 TM -040 • 1 • • 'FRAME HEAD: : • 6063-T6 PER TM SPECIFICATIONS 2 8A579= ••• � • • • • FOAMf SILL •( ST>3.), • 6063-T6 PER TM SPECIFICATIONS 2A 8970K8 1 LOW THRESHOLD 6063-T6 PER TM SPECIFICATIONS 3 BA5499 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS 3A BA. • • OS REQD. • AR} Sport JAS Q/SIO4ITE i'RAME 6063-T6 PER TM SPECIFICATIONS 38 QA : : •ASI Qd : ALT. FRAME COMER • • 6063-T6 PER TM SPECIFICATIONS 4 TM.17E • • . 1 • • A:TIVE LEAF LOOK STILE • 6063-T6 PER TM SPECIFICATIONS 4A TM -36048 • 1 • • • INACTNE LEAFeL!1 < STILE 6063-T6 PER TM SPECIFICATIONS 5 TM -32995 1 PANEL HINGE STILE 6063-T6 PER TM SPECIFICATIONS 6 TM -32994 1 PANEL TOP/BOTTOM RAIL • 6063-T6 PER TM SPECIFICATIONS 7 GW 3182E • • • HO • • W RSy21P ADAPTER 6063 -Tb END OF DOOR STILES (TOP/BOTTOM) (TOP BOTTOM 8 FD 107 •.f•TAF• 80116 AINIt e - . 6063-T6 SULLNAN & ASSOC. 8A - • • y • MUT SIIN • • • 6063-T6 LOIRA 9 GW3076#1 • AS RrQD. SIDEUTE HEAD/SILL 6063-T6 - 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE 11 GW -34808 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4' LONG 12 F8 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLNAN & ASSOC. 15 TM -121A A5 REQD. 'H' MULLION 6063-T6 - 16 32001 AS REQD. FOAM FILLED BULB W'STRIPPING - .187 X .250 T -SLOT 16A 32084 AS REQD. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - 168 32011 AS REQD. FOAM FILLED BULB W'STRIPPING - .187 X .350 T -SLOT 17 FBGF 2/LEAF FLUSHBOLT GUIDE. LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M & M PLASTICS 19 TM -29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REQD. #10 x 1/2" F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2'0 THREADED ROD. WASHER & NUT STEEL TOP/BOTTOM END RAILS 22 - - DEAD BOLT LOCKING HANDLE - KV/IK-SET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF. 41' FROM BOTTOM 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS REQD. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 8A5798 AS REOD. STD. SILL ADAPTER 6063-T5 PER TM SPECIFICATIONS 29 BA AS REQD. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-T5 PER TM SPECIFICATIONS 30 TM -180 1 SILL COVER 6063-T6 PER TM SPECIFICATIONS 31 TM -182 - LOCK STILE REINFORCEMENT 6063-T6 PER TM SPECIFICATIONS 35 TM -157 4 SIDEUTE GLAZING BEAD (LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 35A - 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-T6 PER TM SPECIFICATIONS 38 TM -194 - INSUL. GLASS PANEL ADAPTER 6063-T5 PER TM SPECIFICATIONS 39 _ AS REQD. SETTING BLOCKS (1/8" X 3/4" X 4" LONG) EPDM DUROMETER 80±5 SHORE A FRAME BOTTOM CORNER MID RAIL CORNER SINGLE DOOR W/ S.H. WDW. DOOR COMPONENTS Enyr: JAVAD AHMAD CML FU. PE 1 70592 C.A.N. 3 2015 PRODUC r REVISED .•e•seplylog wpb the Florid& hording Code Isr \1 • Aeeepl..Nu ee Itspfr elw INte e} z1 2pzl 0 0. Q 43 4 8. a g a rio a• m Q oor- i LLTd <62'P COMP—ANL\W11-03TMW 0, o°fi M m n rn (0 N <M • 0 r7 JI.lLI_ JZ J 19 W QU n Dom , 'O .0 n Z < rn 4 Mid d 0 0 U U 0 UPDATED TO 2014 FBC REV. PER RER COMMENTS T a 0) -oo c dote: 02-10-11 • stale: 3/8 - 1- drawing no. W1 1-03 (sheet 13 of 16) 0 EDGE GIST • TYPICAL ANCHORS -SEE ELEVATIONS /FOR SPACING 1I • •ALTERNATE ,CJI, '�iANCHOR LOCATION mi #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING • • • • • •• •• • • • •••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • •• • • • • • • •• • • • •• • • • • • • • • • • •• • • LEAF HEIGHT OR 1 r t � e •• • • • • • • •• ••• •• • • co x X Engr: JAVAD AHMAD CML FLA. PE / 70592 •• • • • • • • • • • ••• •• PRODUC r REVISED r e•.P1Fks with the Florid% Camu; e• N. IS -0 • 'r Espir•Ne. Date �l 1'71 7.+2 SINGLE (X) OPERATING UNITS W/ S.H. WDW. ♦_ I a EDGE GIST. ^a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HI -THRESHOLD OPTION C.A.N. 538 32015 z o. g a171 g c; O I. 8� 1 `l ag�M o .( o°agngE2 ct • LL 'EPO 0 o. i REV. PER RER COMMENTS .o 0 b 2 0 C to 0 8 drawing no. W11-03 sheet 14 of 16) 3/8" MAX, SHIM E1 #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH • •••. '• • •• •• • • • •• •. • • • • •• • • • • • • • • • • . • • • • • •• • •• •• ••• :•3/8" MAX. SHIM 28Y WOOD 000 BUCK OR S UCTUR • ••• • • • • • •. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. (FIXED) S.H. WINDOW WIDTH 38-5/8" MAX. 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING C1 LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION LEAF WIDTH 41-7/8" MAX. FRAME WIDTH ACTIVE LEAF 3/8" MAX. SHIM HINGE OPTIONS SHEET 5 \ 180Y00 BUCK EXTERI OR 4. 11 0 . OPG 38-5/8" MAX. LEAF WIDTH 41-7/8" MAX. FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. TYPICAL ANCHORS SEE ELEV. FOR SPACING Eng r: JAVAD AHMAD CML FLA. PE 70592 C.A.N. i.38 20th PRODUCT REVISED tr e•.pIyk with the FInrW1 11Ni1•f Cede Ameitismey Omit T- 6 `S21 SERIES -249 PLUM OUT -SWING DOOR W/ SIOELITES (LM.I. 0, rn M N. n rn m O m • 0 M �c J w L, J Z w_ �i N id 336" OOm - O C O r1 0- M H --a 0 u a 9 5 a .0 L0 m 5 0 0 N 8 0 O 0 G 0 0 i i t drawing no. W11 —03 sheet 15 of 16] F.1.937 T— .062 .887 �- .625 L.1.875 -J —f t.t FRAME HEAD F.130 FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 4.1 FIXED MEETING RAIL DOOR STILE REINF. 1.125 750 1-- 1.750 .940 r- 1.562 0 STD. VENT TOP RAIL. 658 T-- .750 1.062 �I 1.045 F_ CI SASH SIDE RAIL SASH LATCH 1.875 l 1— .055 J} L 1.469 -i 969 f _f .877 .943 0 FRAME JAMB r 2.250 LI --1.7501.- 1.362 .060 2.725 0 VENT BOTTOM RAIL 2.050 .062 .662 I� 1-1.937 0 FRAME SILL 2.826 1 • • ••• • - ITEM / • • PAl[R' g • R�Q0• •• &IT10 • • • • 1.1 • GW -38798 • • 2.1 • TM -017•• MATERIAL MANF./SUPPLIER/REMARKS • • ;FRAME:1E4D j • ! • "FRAME •JAM • • 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 3.1 - 1 FRAME SILL 6063-T6 PER TM SPECIFICATIONS 4.1 GW -36123 5.1• • • T13 6.1: ; M L12 • 7.11 •• GO -4111802 1 FIXED MT . RAIL • • • • i • •• ETD. VEN P TOP NIL • T • VENT B0T•DM ROIL • • • • VENT JAMM • • • • • 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 6063-T6 PER TM SPECIFICATIONS 8.1 TM -115 2/VENT SPRING LOADED EGRESS LOCK 0 6" FROM ENDS 6063-76 PER TM SPECIFICATIONS 8A.1 2/VENT LATCH LOCK 0 6" FROM ENDS CAST PER TM SPECIFICATIONS 9.1 ••-• • 10.1 • • .- • • • 11.1 • • • • –• • 12.1 •• _• • AS•R.QD!• iLAZI�C•ST%PATIOLE • • 2♦ • • !EN= STOP (5,-114" LONG) • 2• • •PIIaIL 9ALAa° 4 • VENT GUIDE ALUMINUM PER TM SPECIFICATIONS PLASTIC PER TM SPECIFICATIONS CALDWELL PLASTIC PER TM SPECIFICATIONS 13.1 WV -3045 AS REOD. 8UL8 WEATHERSTRIP VINYL PER TM SPECIFICATIONS 14.1 W43201 AS READ. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 15.1 W43371 AS READ. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS Crakui 16.1 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 x 1 P,H. SMS 17.1 FIXED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS 18.1 DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS S.H. WINDOW COMPONENTS VENT TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER VENT BOTTOM CORNER • Engr: JAVAD /MAD CML FLA PE # 7. 92 • CAN. 35 SE 4r 8 2015 PRODUC f REVISED w complying wIIh IM FIorNa 116d46t Cs" AeCepl•ue No 1 C_A L1(•D 51/ I.. Dile SERIES -249 ALUM OUT -SWING DOOR W/ SIDELfFES (L.M.I.) O o • O M J Z J = w Oa O O m -o C . O Z Q r7 o_ Sulo FAX. (954) 781-3595 0 03 N m 0 y 0) 0 C 0 070 0 0 .n' 0 MI tl 0 C m C 0 0 drawing no. W1 1-03 sheet 16 of 16 MIAMaa4nE COUNTY DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRA NOTICE OF ACCEPTANCE (NOA) Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamidadc. eov/economv RECEIVED MAY 27 2016 This NOA is being issued under the applicable rules and regulations g ing 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 (ANJ). 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 AHI (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: I Aluminum Framed Polycarbonate Domed Skylight. t • • APPROVAL DOCUMENT: Drawing No. 6DADE14, model "6SF DADE ', sheets 1:81. 2 b12, pre ▪ by Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on Valet! 28, 20 5; t4aring the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance nip r and the . expiration date by the Miami -Dade County Product Control Section. ..•. •. •. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant • : • LABELING: Each unit shall bear a permanent label with the mauulhururerS dame or logo/ city, state snit the following statement: "Miami -Dade County Product Control Approved", unless otherwiseraotetl herein andVie dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be consideredafter a renewal application has been filed and thele has eea1 • change in the applicable building code negatively affecting the performance of this prods et• • • ▪ •••• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cltang'e 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 #13-0311.10 and it consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E.; M.S. 07/e 711. o/S NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 Faec 1 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & I, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by Y. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-0718.02 issued to General Electric Company on 09/08/2000, expiring on 07/02/2003. 2. Extrusion drawings No. BVS-X10947-A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS • ' ' . . .... 1. No change letter issued by Birdview Skylights, on 08/10/2000 anaisigned b?E; fjrd 1. No change letter issued by Birdview Skylights on 02/11/03 and stglled by G.*.E..grd. .... • •• • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0V11.09.09•• • A. DRAWINGS .. . .. ..• .. .. 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & Z vf.a,.prepared by Birdview Skylights dated February 05, 2008, signed and sealeatby'V pin N; Jam, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Aluminum/Polycarbonate Skylight', prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. • . . . . . .. • .... . . . .. . E-1 A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 ' Approval Date: 07/02/2015 . • . • . • • . Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERT11+1CATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.08 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N Tolat, P.E., on February 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. .... • • • . •••• • ••• •••• • •. • • . • • •. • • D. QUALITY ASSURANCE •• •••• • • ' • I. By Miami Dade County Department of Permitting, Environment htrcdrtv Regul• ey • Affairs (PERA).' .• .. • .. . • . • • • • E. MATERIAL CERTIFICATIONS 1. None. •• • • • . • • • ...• • .• .• • 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0311.10 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. 11 y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-2 • • • • • • • • • • • • Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on March 28, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. .... • • •• •••• • • •• • • • .• • • •• • • • •. • • ••.• •• • • •• • • D. QUALITY ASSURANCE • • • • •• • •• 1. By Miami -Dade County Department of Regulatory and Economie•Pesources. • E. MATERIAL CERTIFICATIONS 1. None. E-3 •. . • • • • • • • . . .. • ll /4. A. Makar> P.E.> M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 • •••• . . . • • • • • • • • • • • ..•. • • • ••• - . •• .• •• •• . .• •• • •• • • • •• ••• • • • • • • •• • •• • • • • • ••• • • • • •.• 1116 • • • `%`ot. rrirrrr �N�rot T. • • EN• S•• •N 0.12847 • 1. *'. STATEOF 41447.. '•. SJONAL '.t` rrriisams911s 0! W0 BUS—X14947—A - - -- EXPOSED • • • • • • •• • •• • • • • • • • •• • • • • •• • • • • • • 1 • • • • 1 .•. • ••• • • • • *.044 6.000 •• • • • • • • • ••• 1.008 .320 —.- .7f a. .078 FLATNESS ACROSS THIS SURFACE 1.03$ •• •• ••• *.006 .195 x.070 .070 1,009 070008 .613 I. T. ±.024 3.000 PRODUCT R.EV's D as cosepiying with the F:orMa Building Cede Acccptancc 1,10 /S 0 Data &vd j;cW 3(t9It5 6 cc b. 2- a4' 2 .375 t 1 x.014 1.094 TYP,1.005 T 01 Z I --.1(0} .l25 � NOTES: 'X.006 1 ¢90 TYP. WALL THKN, EXCEPT AS NOTED. oar au. ENS—X10947—A PRESS#2 Be NO. 1.A.9702 SOLS, H0 5.8253 F.P.9702 PRESS#4 SIR N0' 1A10947 sas. "11 1.8.10947 P11 F P.70947 S1H9I1AAS &3IAOHIO LOO/L00'd Z99t# ? TOWER EXTRUSIONS, LTD. r.. PRESS 4 TOUL►RG 1-2 -O6 .Tt,0i �1 xP 0S •,�71K-ACE 46-06 oar BIRDVIEW SKYLIGHTS 8- 1A _./FTYYPS 1.2311 95 a g� ' A PCCY UNI' ASA MMUUS hear tel. WO. NIIlaist1.076 erne28-95 DLO CX F 1st 6" SELF -FLASHING 7 96 4 nus SOLID sitar 8063 DE A», BVS-X10947—A �� 1.291 irtria. 24.884 19 1 FULL I. S1H9I1AAS &3IAOHIO LOO/L00'd Z99t# 1 50" 7.0" 4" MINUMUM SEE GENERAL NOTES #2 1-1 3.0 60" V DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT 80 1/4" — OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK — INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/4" and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 13@ 71/2" = 97 1/2" 14 SCERWS LS 3 7/8' (TYP.) •• ••• • FASTENER LAYOUT• • • • LS=LONG SIDE ••• ••i SS = SHORT SIDE 105 1/4" • ••• • • #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER .125" EXT. ALUMINUM ANGLE(6063-T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 3 7/8" (TYP.) • • •• 146 1161, 7%1/2" f1.SCI \ts gS • • CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER 410 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER — AND 7 1/2" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM CURB FRAMING (6063-T5 ) NOTE: ALL ALUMINUM TO BE 6063-T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 1/2". WITH MIN. ROOF DECK PENETRATION OF 7/8" ROOF MASTIC >/////(// /f TOTAL 50 SCREWS AT LOCATIONS A,B & C FOR THIS SKYLi FOR OTHER SMALLER SI GHT. ZES PROVIDE FASTENERS @ 7 1/2" ON CENTER EACH SIDE ••• • • • • • • • • • • • BIRDVIEW SKYLIGHTS GENERAL NOTES •• •. . .• . • • THE CLEAR CHOICE 1. THIS DESING COMPLIES WITH FBC 2010 AND 2 J?4 • • • • • • • • • 201 LONGHORN RD. FT. WORTH TX. 76179 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE TEL: 817-439-9266 FAX: 817-232-8468 OR BUR WITHOUT INSULATION •• • • . • ••• • • DATE: 3 - 19 - 2015 MODEL: 6SP - DADE FOR • INSULATION AND ROOF TILES ADD THE TILT IEiHT M 1 TME • • • DRAWING# 6DADF.l4 INSULATION THICKNESS TO THE 4't MINIMUM HEIGHT. • • • � • • 7, • • DRAWN HY•F. BIRD SCALE: NTS • •• •• • • • •• •• 000 • • • ••• • • PRODUCT Rnv(SGD as complying with the Florida Building Code Acceptance No, EN,' ion Date By ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, 'IX 77068 Contw 4 DEPARTMENT 01? REGULA BOARD AND CODE ADMINIS NOTICE OF ACCE RECEI V EIS MAY. 27 2.016 BY: T.M. Windows LLC 1543 N. Powerline Road Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated _below. The Miami—Dade County Product Control Section (In Miami—Dade County) anchor the AM (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 A+Ttami-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. - —=—M�1AM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.cov/economv DESCRIPTION: (Series "805" Aluminum Horizontal Rolling Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. WO -81, titled "Series 805 Alum. Horizontal Rolling Yitjw. (L.M.L)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, preeared by UVafooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Produ .tCentrol Revision stamp with the Notice of Acceptance number and expiration date by the MiAptliDade county Product Control Section. MISSILE IMPACT RATING: La e and Small Missile Impact Resistant • . . . .... . .. • . . . LABELING: Each unit shall bear a permanent label with the manufacturer's •tfare:or logo,• pity, stater : • • • model/series, and following statement: "Miami -Dade County Product Control Aeproded", unless Etherwi§d • noted herein. • • • • ▪ • RENEWAL of this NOA shall be considered after a renewal application has bean filed and $ereiias 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 of 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# 13-0107.08 and consists of this page 1 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. MIAMI DADE COUNTY APPROVED NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 Page 1 • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 201-24 •.... • 5) Cyclic Wind Pressure Loading per FBC, 1'As'243-94 • • : • : • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 •' • along with marked -up drawings and installation diagram of anCiminun •horVontal : . rolling window, prepared by Fenestration Testing Laboratory; Juu.,'Test l eptut No. FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Norio: P.E. • • • • : • • (Submitted under NOA No. 09-0105.02) • • •' •' 3. Test reports on: 1) Uniform Static Air Pressure Test, LoadinnperliBC TAS'202-94 2) Large Missile Impact Test per FBC, TAS 201-94 . 3) Cyclic Wind Pressure Loading per FBC, `rAg 243-94. • •: • • • along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) • Manuel ' , , P.E. Product Contr . miner NOA No. 15-0505.29 ' Expiration Date: May 13, 2019 Approval Date: August 13 2015 E-1 • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) •• • • •• • C. CALCULATIONS • • •• • • • • . . 1. Anchor verification calculations and structural analysis, compyin 'with FBC-5" Edition (2014) and of no financial interest dated 03/16/15 and te.v.iged on plutvii5, prepared by Al-Farooq Corporation, signed and sealed by Javad Alithad, ILEA • • 2. Glazing complies with ASTM E1300-09 • • •• D. QUALITY ASSURANCE • • • 1. Miami -Dade Department of Regulatory and Economic Resources.(RER).. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Annex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. • •• • •••• . • . .. • . . • • . • • • E-2 Manuel 1' P= , P.E. Product Contrs iner NOA No. `''i 505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUSMI'1"1'ED F. STATEMENTS 1. - Statement letter of conformance, complying with FBG5m Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Famoq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued -by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTI. -5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submi#ed under NOA No. 09-0105.02) 5. . Laboratory compliance letter for Test Reports No. FTL-3946 and F1'L-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No 04-0120.01) .... G. OTHERS• 1. Notice of Acceptance No. 14-0107.08, issued to T.M. WindowL'C, for t$8i4Stries "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/1..4 and expiring on 05/13/10. „• ... . • ... . . .. .. ... • .. . . . • . • • •. . • • • .. • • • . • .. • ...• . • • • . . Manuel P • ^ P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 E-3 0 z z 0 0 3/16" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 8" MIN. TYP. AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'A' 7/16" OVERALL GLASS 3/16" HEAT STREN'D GLASS 120" Interlayer Uvekol S By 'Annex USA, Inc.' 3/16" HEAT STREN'D GLASS .090" Interlayer Kuroroy SentryGlas By 'Kuraroy Americo, Inc: 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY TYPE 'C' 1/2" OVERALL GLASS co AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY TYPE '13' 7/16" OVERALL GLASS 3/16" ANN. GLASS .120" Interlayer Uvekol 5 By 'Annex USA, Inc.' 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • •• • • • • • • • • • • • • ••• • • • • • ••• • • • • •• • ADDL. ANCHOR REOD. • • FOR INSTALLATIONS INTO • • WOOD STRUCTURES OR • IA! WOOD BUCKS INTO MASONRY • ••• • ••• • •• • • • • • • • • • • • so* • • • • : • •Fe.LSE MUNTINS • • • • • • • ($URIACE APPLIED) • • • • • • • • • • MAY BE USED • ••• • • • • • • • • •• • • 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS 6" MAX. HEAD/SILL CORNERS 37 1/2" VENT WIDTH TYPICAL ELEVATION MAXIMUM DESIGN FOR SIZES I. II I II 11 u 1111 11 11 n \� i,i\\i u ===yt== 56 3/4" __===_ - __-___; 1 / I // I lO -- _--_t__—aF___ _'L j // / I 1� I I COI! 3 EXT.(+) I 5 1 1 I l ,. J __ INT.(—) EXT.(+) 1NT.(—) 6" MAX. HEAD/SILL CORNERS 37 1/2" VENT WIDTH TYPICAL ELEVATION MAXIMUM DESIGN FOR SIZES XU 011 UX NFGEN LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT.(+) INT.(—) EXT.(+) 1NT.(—) EXT.(+) INT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO ±80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 rts*.k) z az 4 ceO g o O. o u. a 0° 1/1 OEao aW3LL r f 4612 LHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. HUTTERS ARE NOT REQUIRED. Engr: JAVAD AIIMAD CML FLA PE / 70592 CAN. 1b38 APR 2015 PRODUCT REVISED as complying with the Florida Buildiug Code ��-O 0 Acceptance No Bx . iration Dale 1 SERIES 805 ALUM HORIZONTAL ROLLING WOW. (LM.I.) 0 0 0 0 i 0 U UPDATED TO 2010 FBC UPDATED TO 2014 FBC a 5. 0 8 0 0 LC t 0 0 0 m 8 scale. 1 /2"-1'-O" drawing no. W08-81 sheet 1 of 7 ADDL. ANCHOR REQD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED v v 111" MAX. WINDOW WIDTH 10 1/4" 6" MAX.1 GLASS TYPE 'A' GLASS TYPE '8' 9 3/8" HEAD\SILL MAX AT FIX. LITE I I 1NT.(—) HEAD SILL AT VENT 1 1 1 1 1 1 1NT.(—) EXT.(+) 1NT.(—) ;____,1 I h 1 II ___IL D 11 �1 11_ - ====Fi D.L. OPG, I 1 II 1� II 1 __JL___JC_= _= 4= _r %/ 79.0 79.0 I %/ ---Ir- ---t I ,. %/ 1 I ____Y 1 __aG___ 1 3 O g III I I' I ___7F___ 1 , 1II ,' r>") II 0= 1 1 II II 1 Car___ 1 II I II I '1 1 _ L F y ' r ---7z • •••• • • - - •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ADI.. ANCHOR REQD. • • •• •• • EDR•tiSiALLATIONS INTO • • • • • WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY • ••• • ••• • • • • •• 6" 1�6)(• • • • • • FAL% WARNS • 1EAD�SIL : (ISURF E APPLIED) CORI&1S • • • • • AY BE USE •• • • •• • • ••• • • • • • • •• • • • 37 5/8" VENT WIDTH .37 5/8" VENT WIDTH AUA 0IL0D MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT (+) 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALUC SWEEP LATCHES LIMB MAX. LOADS TO 380.0 PSF. •• • •• • • • 1 1LI, III' • \ 11 AY TYPICAL ELEVATIONS 24 5/8" 111" MAX. WINDOW WIDTH 14 7/5" MAX. HEAD SILL 3" 3" i D II II 1 1 1 1 _.J 1 w 4 U " T N IL r til al 'I1I 11_,, 11 I I 50" MAX. 6" MAX. f I' r, 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH D.L. OPG. D.L. OPG. 29 1/4" HEAD/SILL CORNERS VENT WIDTH AUA OILLO MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' GLASS TYPE 'E' EXT.(*) 1NT.(—) EXT.(+) INT.(—) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADEDALUMLATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 Eng: JAVAD AMMO CML FLA PE 70592 CA.N , 3538 AP 07 2015 PRODUCT REVISED as complying with the Florists Building Code �� Acceptance No --5 Ex ' alion Date By L Miami ade 'roduct z g 14 re 0w a iz, O 0. 0$ ' OR p0. ,413 (se �� <612s 0 COMP—ANL\W08-81TMW SERIES 805 ALUM HORIZONTAL ROLLING WDW. c 0 n N 0 2 6 UPDATED TO 2010 FBC UPDATED TO 2014 FBC O O O O Q m a O {date: 09-19-08 0 drawing no. W08-81 (sheet 2 of 7 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE GIST.' METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. r MIAMI-DAOE COUNTY APPROVED I MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 4" LONG • • • WIND LOAD CLIP • • • • ••• •• • • •• • • • • • • • • • tYPICC1i 1 S• • • SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1-1 /4" X 1 /4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 12" LONG SILL CLIP ADAPTER WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy.155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS SELF DRILLING SCREWS 8Y 'ITW' (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG •. 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 3 PER CLIP PRODUCT REVISED as complying with Uto Florida BuildiugCode ' 0� Acceptance No Ex 'ralwn Date i F�1 �k X 19 By-Li411. '.Ar" Mi' 'rade Produce Coding EDGE GIST. EDGE OIST. PR 07 20I! drawing no. W08-81 sheet 3 of 7 1/4' SHIM MAX. O VENT WIDTH METAL STRUCTURE ca TYPICAL ANCHORS SEE ELEV. FOR SPACING • •••• •. .• • • • •l�l• • • • •• • • • • ••• • • • • ••• • • • • ••• 1/4' MAX. SHIMS * • • • •.• • • ••• 0 0 EXTERIOR WINDOW WIDTH • . • •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING o 3.1/4. •.• • • • • • • • • • • • • D.L.O. XO LAYOUT OX OPPOSITE d• 1BY MVO BUCKS a 0 x TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS WINDOW WIDTH XOX LAYOUT MIAMI-DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH 0 0 VENTS WITH SPRING LOADED LATCHES Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C 3538 R 072015 PRODUCT REVISED as complying with the Florida Building Code , �-oeos 2p Acceptance No ��11 Ex.'ration Date SF:T1 '20+11 13y/� e i r ' A. Mi. ' r , Product COMP -ANL\W08-81TMW c a N 8 12 0 12 A 2 r 0 0 O o C v 0 s vi 2 0 W 4 it drawing no. W08-81 (sheet 4 of 7 • • ••• 4— • ---- •• •• • • • • •• • • • • • • • • • L' • • •• • ••• • • • • • • • •• •• • • • • ••• 0 e • • ••• 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING %OD BUCKS ° w TYPICAL ANCHORS SEE ELEV. FOR SPACING W 1/4' SHIM MAX. BY WOOD BUCK OR O STRUCTURE O VENT WIDTH )CO LAYOUT OX OPPOSITE VENT WIDTH 1/4" MAX. SHIMS O 18Y W000 BUCKS D,v 1/4" SCREENS OPT.-- ° TYPICAL ANCHORS a `SEE ELEV. • • PTIR SPACING o •° w TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT .° MIAMI—DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING VENTS WITH SWEEP LATCHES Engr: JAVAAVO AHMAD CL FLA. Pp 70592 CA. 3538 WINDOW WIDTH [EXTERIOR WINDOW WIDTH APR 72015 PRODUCT REVISED as complying with the Florida AcceptanceN I �0505 /Tp Acceptance No �'1 E� iration Date ,5MWW,49 ►� By /i Miam Dadofir P ct ►^�'^� Z p 0o cc O u. 0 ti V Gasp oti re: QM3 as z 0 to 0 a Z1 0 0 2 UPDATED TO 2014 FBC N 0 0 0 m 0 O 0 drawing no. W08-81 sheet 5 of 7 1.875 2.437 1.425 J 0 FRAME HEAD O TOP & BOTTOM RAIL 1 1.000 r LI U.250 _____i_ .125-.-11._ 14 WIND LOAD CLIP 1.480 .077 L___ .563 .313 t L1.420 -t SILL TRACK 0 JAMB STILE -«1 1.000 .1251 15 MTG. STILE REINF. 1.000 -^i .929 F -- SILL CLIP ADAPTER 0 FRAME SILL TOP .107 16 FIX. STILE REINF. 0 MEETING STILE 12 VENT LATCH • • • • V`11 • 1 Phfi; • •g1A1kY • I)EStrjltol'loN MATERIAL MANF./SUPPLIER/REMARKS • 1 • • TM -S30 • • • : • :fiAmC HEAD 6063-T6 - •2 • *TM -1163B • • ••• • • f • • SRAML•SILL BASE ••• 6063-T6 - 3 TM -134 1 • FRAME SILL TOP 6063-T6 - 4 TM -132 AS REQD. FRAME JAMB - VENT 6063-T6 - 5 • • •TM -131A• AS♦ EOD. •• F• RAME JAMB - FIXED 6063-T6 - 6 • TM -1311 • 2/ VENT CRP ANS BOTTOM RAIL 6063-T6 - :7 • • • TI! -139• • jj VENT. 41B Stl1 • 6063-T6 - • 8 • • • TM -1421• • I/ VENT JA2EFING•11_E 6063-T6 - 9 11,4-137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063-T6 - 9A TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063-T6 - V• jl • • TW 136• • • 1 • • •SILL 'SCK INSERT 6063-T6 - •11 • T1.0-136 • • 1 • SILL•CUP ADAPTER, 12' LONG 6063-16 AT MTG. STILE LOCATION • 12• ••• • • •TNF118 • • • •• i4 VENT• • SPRING•LOADEO VENT LATCH. 3-1/8' LONG 6063-T6 AT MID SPAN •1i•: :_•.• 2/ 2ENt • JAETali.le SWEEP LATCH - AT MID SPAN 128 i8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS REQD. GLAZING BEAD (LAMINATED GLASS) 6063-76 - 13A TM -181 AS REGD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 14 TM -154 AS REGD. WIND LOAD CUP, 4" LONG 6063-T6 - 15 - 1/ STILE MEETING STILE REINFORCING 6063-T6 - 16 - 2/ STILE FIXED STILE REINFORCING 6063-T6 - 17 W31225 AS REOO. FIN SEAL W'STRIPPING (.270' X .220" HIGH) WOOL - 18 W43371 AS REQD. RN SEAL W'STRIPPING (.187' X .370' HIGH) WOOL - 19 W43201 AS REQD. FIN SEAL W'STRIPPING (.187' X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8" X 1/2' X 1-7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER/WHEEL BRASS - 23 #12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILUPS SMS 24 #10 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.N. PHILLIPS SMS 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 AS RE00. FIN SEAL W'STRIPPING (.187" X .175" HIGH) WOOL - 27 TM -151 1 SILL RISER 6063-T6 - 28 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A 1.858 L 0 3.069 1 .092 .062 TMP. 2.628 3.069 FRAME SILL BASE .500 r1.764 .062 TMP. 3.042 �I .875 O FRAME JAMB - VENT 3.283 O FRAME JAMB - FIXED 27 SILL RISER Engr: JAVAD AHMAD CML FLA. PE / 70592 CAN. 3 38 07 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No �7?_ Ex , iralion Dale By Mini 'Dade Pro SERIES 805 ALUM HORIZONTAL ROWNG WOW. (LM.I.) to CI O O M _j V1 ce QOaca Z O 3z uu7 O -n. N 0 O '5 m c 0 v 0 0 V 0 6 z 8 z 5 y0 0) 0 S B 0 C u 0 c O • 52 drawing no. W08-81 sheet 6 of 7 2.312 -435'--� .183{ .055 2.312 r .055 4 1.437 000 1.237 1.375 1.237 p .602 .040 .582 .540 .040 .500 I�I 0 .923 1...9213-1 1.750 1.750 13 GLAZING BEAD 0 GLAZING BEAD O FIXED STILE (SPRING LATCH) 0 FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL. LAM. GLASS) 1.858 L 0 3.069 1 .092 .062 TMP. 2.628 3.069 FRAME SILL BASE .500 r1.764 .062 TMP. 3.042 �I .875 O FRAME JAMB - VENT 3.283 O FRAME JAMB - FIXED 27 SILL RISER Engr: JAVAD AHMAD CML FLA. PE / 70592 CAN. 3 38 07 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No �7?_ Ex , iralion Dale By Mini 'Dade Pro SERIES 805 ALUM HORIZONTAL ROWNG WOW. (LM.I.) to CI O O M _j V1 ce QOaca Z O 3z uu7 O -n. N 0 O '5 m c 0 v 0 0 V 0 6 z 8 z 5 y0 0) 0 S B 0 C u 0 c O • 52 drawing no. W08-81 sheet 6 of 7 (2) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS ►yam FRAME TOP CORNER (4) j12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FRAME BOTTOM CORNER #10 :1°4,111-: •••.• • ••• • • ASSMBLSCRE] • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •• • • • • • • • • • •• (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS • VENT TOP CORNER FIXED MTG. RAIL TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS VENT BOTTOM CORNER FIXED MTG RAIL. BOTTOM CORNER Enqr: JAVA° AHMAD CML FIA PE # 70592 CAN. 138 R 0 7 201! PRODUCT REVISED as complying with the Florida Building Code le.05'05.2 Acceptance No E . nation Date ! rrilx 2,019 By l//. ,. ' ALL'' Miom II ade Product co 3 z 0. O U SERIES 805 ALUM HORIZONTAL ROWNG WDW. (LM.I.) N n Ch ro a 0o N Q M �. O M V) = O iso U QO t 07, 0 n 3z� 1 0 0 .n 0 v 0 i3 NO CHANGE THIS SHEEP 0 T .0 a) 0p� O ui 0 c 0 1,1 0 drawing no. W08-81 (sheet 7 of 7 3/16" ANN. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eostmon Chemical Co.' 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 0 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'A' 7/16" OVERALL GLASS 3/16" HEAT STREN'D GLASS .120" Interlayer Uvekol S By 'Annex USA, Inc: 3/16" HEAT STREN'D GLASS .090" Interlayer Kuroroy SenlryGlas By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 OOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'C' 1/2" OVERALL GLASS AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY TYPE 'B' 7/16" OVERALL GLASS 3/16" ANN. GLASS .120" Interloyer Uvekol S By Allnex USA, Inc.' 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • ••• •• •• • • • • • • • • • • • • • ••• • • • DL! • • • • ffIINS1 ••• • • • • �}l W OD •THRU 1/00D PICKS �IfCHOR READ. LLATIONS INTO RUCTURES OR NTO MASONRY • • • • ••• •••• ••• ••• •••FALSEdAINTINZ• • s• • • • • • • •• ••(SURFACE AP LIE0S • •• • •• • •• • MAY BP• USE• • • ••• • ••• •• • • • • • • • • • ••• • • • • • • • •• • • • 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS 74" MAX. WINDOW WIDTH 9 3/8" MAX. 6" , HEAD 3„ SILL '111 6" MAX. HEAD/SILL CORNERS w D.L. OPG. D.L. OPG. 37 1/2" VENT WIDTH TYPICAL ELEVATION ltd8 MAXIMUM DESIGN FOR SIZES XU UN UX SIL CSS LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT.(+) INT.(—) EXT.(+) 1NT.(—) EXT.(+) INT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (IiVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO 8E HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 LTHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVA() AMMO CML FLA PE 1 70592 CA.N. t. 8 APR 2015 PRODUCT REVISED as complying with the Florida Building Code me A Q Acceplancc V Ex.imlionDateNo !F?tP BY ///, . Kam "'� � Product 9 m, z g 0 reg g 0 av O u. 01, 4 g j o viIgutsz4612v CO 0 J 0- 0 0 SERIES 805 ALUM HORIZONTAL ROLLING WDW. (LM.I.) in 0 '5 0 v 6 t5 REV. PER BCCO COMMENTS UPDATED TO 2010 FBC rc 5 3 5 0 0 8 0 S 8 0 N 0 C ot 0 date: 09-19-08 0 drawing no. W08-81 sheet 1 of 7 ) ADDL. ANCHOR READ. FOR INSTALLATIONS INTO W000 STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" MAX. WINDOW WIDTH 10 1/4" MAX. HEAD\SILL AT FIX. LITE 9 3/8" MAX. HEAD\SILL AT VENT -y- I I, It 1 II I Il I- __J L D II j1 11 11 -----4- D.L OPG, 1 11 II 11 __JL____II --7r---mac=- �� / 11 %/ II ___��—/ ar___ II 11 II V II --1T----TF= II 11 ,1 II I i 1 1 I _ I 11 II ==-1t----Ir I // I %/ 4 1 /� i. %/ _��t.,/ =—r=== �Tr-- I 1 1r�� lir--I> 1 B 3 I -i��= 1 1 V 1 jj I• 90.0 1 ___TG 1 1 � I ======4-1=__JI-___J 1TT 1 11 it , / M co o 11 II II II . . .r:1rrY:1 r----'T-z , 32 7/8" D.L. OPG. 37 5/8" VENT WIDTH 33 1/2" D.L. OPG. 32 7/8" O.L. OPG. 37 5/8" VENT WIDTH 6" MAX. HEAD/SILL CORNERS AUA JLLLO MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 114T.(—) EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT (+) 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO *80.0 PSF. 4, • • ••• • • • ••• •• •• • •�• •• •• • • • • • :WA A:CHaR :EQD.: • • • F061. INRTAI+ATIONS•INTO • • • • • WOO•STIi1UCTURFE OR• THRU W000 BUCKS INTO MASONRY • �e•L•• • : 4URFA E tJEC' • • • eMA' BE USX • • •1• 111" MAX. ••• •• • •• ••• • •• • • • • • • ••• • WINDOW WIDTH 14 7/8" MAX. HEAD SILL 3' 6" MAX. ro 0. O 0 TYPICAL ELEVATIONS •• •tate •• • • •J I • •,�•••r_t .I ; li _JL-----� JL— n ii I ii I ii • 56 3/4" D.L. OPG. I I --1r II ___ �LL___ I �r • it E7 • 1NT.(—) ====mss===== u iIV 11 II LI �I NIT- I : 11 3 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS HEAD/SILL CORNERS 24 5/8" 50" MAX. 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH D.L. OPG. D.L. OPG. 29 1/4" VENT WIDTH OVA. O14G0 MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC-219 Engr. JAVAD AHMAD CML FLA PE li 70592 CAN ,3538 AP 072015 PRODUCT REVISED as complying with the Florida Bnildiug Cods t D� Acceptance No Ex 'ration Date By de,,„ Miami rade'roduct COMP -ANL\WO8-81TMW SERIES 805 ALUM HORIZONTAL ROWNG WDW. (LM.I.) 0 O N 4) 0 Zg u UPDATED TO 2010 FBC UPDATED TO 2014 FBC 0 8 JI L t o 0 O [date; 09-19-05 drawing no. W08-81 sheet 2 of 7 2/11/2016 Florida Building Code Online Florida Depantmentd j3 Professi ria Busines Regulation BCIS Home 1 Log In 1 User Registra license efficiently. Regtiate fa�iM. rOFFnCEOF. E 3EcRETARY� Product Approval USER: Public User Product Aooroval Menu FL # Application Type Code Version . Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1 Stats & Fads ! Publications f FBC Staff licatlon Detail FL16132-R1 Revision 2014 Approved Li BCIS Site Map' Links Search RE—:CLINT El-) MAY S7 2416 T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (305) 888-0077 joe_sixto@usalum.com Frank Bennardo frank@engexp.com Windows Casement • • • • • •• • •••• • • •••• • • •• •• • • • • • • •• • • • • •••• • ••• • • • • • • • •• • • • • • •• ••• • • • •• • • • �• • • • •• • Evaluation Report from a Florida Reggstired Architectora Licensed Florida Professional Engineer • • • Evaluation Report - Hardcopy Received Frank L Bennardo, P.E PE -0046549 National Accreditation and Management Institute_ 12/31/2019 Keith E. Lorinos, PE Validation Checklist - Hardcopy Received FL16132 R1 COI Indeo.odf Standard TAS 201 TAS 202 TAS 203 htlpsifforidethuilcing.org/pr/pr app ckl.aslm?paten=wGEVXQwtDgvyfingATti0w6X4oBzknsilihkCzz27v5114{T80.1rUmpw%3d%3d Year 1994 1994 1994 • • 1/2 2/11/2016• Florida Buildng Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/27/2015 04/29/2015 05/06/2015 06/22/2015 FL # Model, Number or Name Description 16132.1 !series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Approved for use in HVHZ: Approved for use outside Installation Instructions FL16132 R1 II Dwa.odf Yes HVHZ: Ye -75 Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Eval.odf Impact Resistant: Yes Design Pressure: +70 Other: Created by Independent Third Party: Yes !Crack' INerxr Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statenned :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request. do not send eledronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395..Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mint provide the Department with an email address if they have one. The emalls provided may be used for offldal communication with the licensee. However email addresses are public record. If your flat lists to supply a personal address, please provide the Department with an email address which can be made available to the public. Tg detengine if you ling I licensee underaaj e • 455, F.S., please didk lam, • • • • Product Approval Accepts: • • • • • • • • • • rc'RA 4.4.141 kr:id MI ecuritr.tstic. MUM • •• • • • • • • • • • • • • • • • • • • •••• • •• • • •• •• ••• • • • •• • • • • • • • • • • .• • • • • • • • • •• • •••• • • • • • haps://fforidabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10w6X4oBzkns4ihkCzz27vS1bKT8OJrUmpw%3d%3d 2/2 LP.E.RIT. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT Product Evaluation Report 4/22/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL# 16132.1-R1 15-2372 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Casement Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report' is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20- 3.005, FAC., for statewide acceptance per Method 1(d). The product noted above has been tested... and/or evaluated as summarized herein to show compliance with the Florida Building Code,Fifth Etiition • (2014) and is, for the purpose intended, at least equivalent to that required by the Cod%Ae evaluatioM•of this product shall be required following pertinent Florida Building Code modifications orrevisions. • • • Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2372 titled "Series 525 Casement Window", sheets 1-8, prepared by t:ngrneering • Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • • • .. •• • •• • • . • • • •• .•. • •. •. • • TEST REPORTS .. • •... •. . ..• • Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in Raised Engineer's eat' ell111441°,� Pages 1 ,T4 1 9° '//, Cies ~•d // p G54g e Frank L Bennaiid p, E. ir # PE0046549 ; w GdQ .#9t h ur 44+ 4 ° it _ ljP1:1Mr .r... their corresponding NOAs: i'inotn . .• . • • • • •• • • • 160 SW 12TH AVENUE #106 DEERFIELO BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM • ;) ENGINEERING EXPRESSS 4/22/2015 TM Window, LLC. — Series 525 Casement Window (LMI & SMI) Page 2 of 2 • Saflex PVB Interlayer by Eastman Chemical Company (NOA # 14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours & Co., Inc_ (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test `,reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind Toads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). • • • • • ▪ • + Limitations & Conditions of Use: • .• •• • • . • Use of each product shall be in strict accordance with its respective Product Evaluation•pocumentOe. • • • engineering drawing) as noted herein. • .. •• •' : •••• • All supporting host structures shall be designed to resist all superimposed Toads and shaiI) of a materji;I • listed in each product's respective anchor schedule. Host structure conditions which arkrigt accountecl •' for in each product's respective anchor schedule shall be designed for on a site-specific bests by a• •• registered professional engineer.• ••• All components which are permanently installed shall be protected against corrosion, edtftanfinatiou,entl• • other such damage at all times. " Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 4/22/2015 ENGINEERING EXRRESS' A FRANK L. BENNARDO, P.E., INC. INNOVATION Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 525 Casement Window (Large & Small Missile Impact Resistant) Project #15-2372 To Whom It May Concern: Please be • advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or, validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval proof • • •• • • ••• • • ••• • •• •• .• ••• • the above -noted product(s). Respectfully, %0„" tititt,*i,i. (LW �. .\,NCENS�c'. 40\ • No. 46549 Frank L. Bennardo, P.E. s STATE OF Frank L. Bennardo, P.E., Inc. FL PE 0046549 Cert of Auth #9885 • • •••• •• • • • • • • • • •••• • •• . • .• •• ••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW. ENGEXP.COM TM WINDOWS FSA - Update FL16132 for 2014 Florida Bldg-Projec1WWP\15-2372b_Series 525 Casement - FL Statewide Ap V;\Projects\152372 Series 525 Casement OF TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT 1I/Miff*: •:• LARGE AND SMALL MISSILE IMPACT RESISTANT • ... • ••• • •• • •• • •• • • •• ••• •• •• • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • RANK 1>'((Id•6f✓tl7161/t DO, P.E.\ /„l 1Y g - �'� M r_/�//��I/�y IJ V. •• •• •• •• ••• •••• ••• Z\` Lm u, o • J� • • • • WW • • • • �Wl(f'+17i m •• • • • • • ••• •• GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOA #14-0423.17) AND DUPONT PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOA# 13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 COPYRIGHT ENGINEERING EXPRESS 15-2372 SCALE: NTS PAGE DESCRIPTION: COVER SHEET J V:\Projects\15-2372 Series 525 Casement Window - FSA - Update FL16132 for 2014 Florida Bldg-ProjectlWP\15-2372b_Series 525 Casement - FL Statewide ApprovaLdwg SURFACE APPLIED FALSE MUNTINS OPTIONAL FRAME HEIGHT O 0 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2 MAX. FOR ANCHORS TYPE "A", "C" "0" 1 1 6" MAX FROM ANY JOINT OR / CORNER (TYP.) 6" MAX FROM ANY JOINT OR CORNER (TYP.) D L.O. FRAME WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 Ye" D.L.O. LENGTH = WINDOW LENGTH -4 Ye" 6" MAX FROM ANY JOINT OR, �ORNER (TYP.) • ••• • • • ••• •• •! 1/4'PMAX• • •• • •• • • . i� • • • • • • • • •fOR AAiCHO�• • • • • • • TYPP"B" • • • • • • T6 i T%AX� • • 6" AAX•FRd4 FOR ANCHORS ANY JOINT OR •• ::E "A", "C", "D" CORNER (TYP.) .•1..1••1 I•:I :• •.I •• . D L.O. FRAME WIDTH • • • • • ••• •• • • •-• • SEE SEPARATE • • • AePtTVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED S Ft; BEE, � ettaKl„,ARDO, P.E 4506.11.11i1*Hgr♦, TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.1.0. WIDTH = WINDOW WIDTH -4 Ye" D.L.O. LENGTH = WINDOW LENGTH -4 W' FL #16132.1 fV J t Oa.> Z�a Q- V) N 1t uJ 60 j � a tnNv in °o w aw w uld O NLLI go LL S�O COPYRIGHT ENGINEERING EIPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET • • i ; • : � • • h • • --- _ SURFACE APPLIED '-1 FALSE MUNTINS OPTIONAL- -x^ • C LI u 4 O O N 0=-` 2031Ufaas �p • • • • • • r I1 •I • •• • • • • - i1p IL _ D L.O. FRAME WIDTH • • • • • ••• •• • • •-• • SEE SEPARATE • • • AePtTVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED S Ft; BEE, � ettaKl„,ARDO, P.E 4506.11.11i1*Hgr♦, TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.1.0. WIDTH = WINDOW WIDTH -4 Ye" D.L.O. LENGTH = WINDOW LENGTH -4 W' FL #16132.1 fV J t Oa.> Z�a Q- V) N 1t uJ 60 j � a tnNv in °o w aw w uld O NLLI go LL S�O COPYRIGHT ENGINEERING EIPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING FRAME HEIGH 0 J ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING • • ••• • • • •• •• • • • •• •• • • • • • • • • • SEE MULLION APPfIOVALS•FOR • • • • • • MULLION TYPE Al SIZE � • •• • EDGE DIST WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEAL SCREW HEADS WITH SEALANT (TYP.) 1/4" MAX SHIM ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. EXISTING HOST STRUCTURE TYPICAL SECTION VERT SECT • ••• • • • • • • •• • • • • 1/4" MAI •SF1iIM••• • ••• 28Y WOOD BUCK 1/4" MAX SHIM ANCHORS PFQ • • • • • ANCHOR SCHEDULE. SEE TYPICAL • • • ELEVATION 44E4 EE= • • • • • • 2/8 FOR SGiCING • • • • • • • • • • • al ••• • a` to1{REDt7tt l4A0 DO, No. 46.549 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL ANCHORS AGE 2/8 & ANCHOR CHARTSFORs ACING & QUANTITY TYPE 'A' - 1/4" DIA. ULTRACON BY'ELCO(Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: '/8' THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D' - 5/16" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. (FOR TYPE "8") INTO WOOD STRUCTURE = 1 Y/' MIN. (FOR TYPE "D") INTO METAL STRUCTURE = %a" MIN. FL #16132.1 z w U N J m J eiJ GLL OJ O Cz a 0 uie 92: O —0ZNG Q W .-+ • 3 z Z cimaD W_lO h 8 a - Z • a 'A u) fli q. O a In¢0 04 O l'i'62O H 0 UlI Z 0 LL 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET V.\Projects\15-2372 Series 525 Casement YWndow - FSA - Update FL16132 for 2014 Florida Bldg -Project \WP\15-2372b_Series 525 Casem ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF SEALANT FRAME WIDTH OPTIONAL JAMB CONDITION HORIZ SECT 1BY OR 2BY WOOD BUCK r— I ( ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM INTERIOR • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1/4" MAX SHIM e lx OR 2x WOOD NO. BUCK (OPTIONAL) * • • • fir/wi g {;Ua 8 W Eui tmS W 0O WW"110, mcer3 x STRUCTURE rI ;IG L'• O r Xh OOI!!VB ll41100, P.E, • ••• • • • . • • :l/g;)/;; ;.:;./IOC' TYPICAL SECTION 6" = I'-0" SCHEDULE "A" HORIZ SECT D.L.O.J FRAME WIDTH EXTERIOR DESIGN LOAD CAPACITY ASD METHOD) FRAME FRAME GLASS TYPE MI GLASS TYPE M2 GLASS TYPE IG HEIGHT WIDTH (+) P.S. F (-) P.S.F. (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. 26" 261/7' 70 37" 70 38" 70 75 70 75 70 75 70 7570 75 70 75 70 75 75 75 38 3/8" 281/7' 70 37 ...............70 38 _........._-70 75 70 75 ....._.....-70 75 70 75 70 75 70 75 70 75 75 75 50 5/8" 261/2" 70 75 70 1 70 75 I 70 7 Q37" _.__....._.. ......_.. 38" 70 75 70 75 70 75 70 75 70 75 75 75 63" 26 1/2" 70 37 .................70 38" 70 75._--*- 70 75 70 75 70 75 70 75 70 75 70 75 75 75 74 1/4" 261/2" 70 .. _ ... 37" 70 70 38" 70 75 70 75 70 75 70 75 70 75 70 75 70 75 75 75 78" 26 1/2" 70 98" 70 75_ 70 75 70 75 70 75 70 75 70 .._75......_......._70_.._ _ 75 __ 76 _75._._. SCHEDULE "B" ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING XISTING HOST DESIGN LOAD CAPACITY (ASD METHOD) FRAMEFRAME HEIGHT', WIDTH GLASS TYPE MI GLASS TYPE M2 GLASS TYPE IG (+j P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. 24" 30" 35";.._..36" 38" 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 24" 30" 48" • 36" 38", 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 24" 30" 60" 36" 38" 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 70 70 70 70 75 75 75 75 74" 24" 30" 36" 38" 70 70 70 70 75 _.._. 75 75 ... 75 _ 70 .._ 70...... 70 75 75 75. 70 70 75 75 75 75. ,. 24" ;..... 38" 70 70 70 70 75 75 • ._ 70 75 75 75 70 75. 75 75 70 70 70..._ 70 — 75 75 75 75 FL #16132.1 '5 �a$ COPYRIGHT ENGINEERING EXPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET 8 J E 8 LEFT HAND SHOWN 0.446 u LTS DUAL ARM OPERATOR PART # I DESCRIPTION OP -10603G I LTS DUAL ARM OPERATOR LH ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) #10x 5/8" PHILLIPS FH, SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. 0.098 T t 0 2.989 MAIEJw: CavOvrel 0.775 L SHAPE STUD BRACKET PART # DESCRIPTION OP -10226 L SHAPE STUD BRACKET LH OP -10227 L SHAPE STUD BRACKET RH OPS -10226 L SHAPE STUD BRACKET SNAP ON LH OPS -10227 L SHAPE STUD BRACKET SNAP ON RH i-1.0941.094 10.501 O O N 'I L �0 ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 0.750 tri • • •• •• • • • .663 • • 0.867 • • 1-48- • • • • • • • }O-!301 • LTIIRLRTIPOINT LOCKING HANDLE • • 44.1144N-PIVKING HANDLE • • • •- • - • • N4RT#+� DC6CRIPTION FRANK L. BENNARDO, P.E. a PEQ00k49 ATTACHMENT ANCHORS: II- uMi•• • • LbCI�HAND TT AEb WITH (2) #10-24 x Y2" PH' 'U -J •o • PHU_ IPsZI B-PGAVT, MS SCREW. 13O`• •• LOCK BAR ATTIRCHEO VRTH (2) #8x )/4" FH PHILLIPS, S¢Gi"*. � • moi • • KS SCRE1y.� • • • • g+S; LOCKPIN STRIKER ATTACHED WITH #10 x W" FH, UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. •• • • • •• ••• •• • ••• • • • • •• • %PI .IER G.SKPT • • • • ••IkRI.1NgSNIT. • i ••• •• • TRACK SET HOLE 14.593" MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #10x 3/8" PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x Y2" PHILLIPS PH, SS, SMS SCREWS I 0.600—{ 22 #1549-3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10x Y8' r` LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FRAME SNUBBER DRIVER ATTACHED WITH (2) #10x Y8" LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FL #16132.1 w ra Wxw <" •N. WLIE (n of o0- a J J/ I..L 0 < = m Q o z z a £ Q v°2 N N 48 48 w Sa> F. K an g LU £ Qa- £ a m tn cis N to 6az wZ O egE LL 1 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET l :1Prc ectsl15.2372 Series 525 Casement Window - FSA - Update FL161321or 20 E 5 aN .090 SAFLEX OR BUTACITE INTERLAYER Vis" ANN. 36' ANN. SETTING BLOCK AT 34 POINTS GLASS TYPES .090 SAFLEX OR BUTACITE INTERLAYER 1/4" ANN. '34" ANN. SETTING BLOCK AT Y. POINTS NOTE: GLASS COMPLIES WITH ASTM E1300-09 • •••• • • • ••• •• •• • • •• • •• •• • • • • • Y." ISS. • .0906SAFLEX OR • • • • • • • •BUTACITE INTERLAYER • :5A4 g STAY • . • 1/4" TEMP. • •••• • • • •• • • • • •• • •••• • • SETTING BLOTS( Ih AT 34 POINTS •• • • • • • • ••• • • • • • • •• • • • .. .0 • • m MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 0 TM -358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6063-T6 REFER TO DETAIL 19 OTM -326 CASEMENT WINDOW FRAME 6063-16 REFER TO DETAIL 19 OT4,1-327 1/8" GLASS STOP FOR 9/16" GLASS 6063-T6 0 TM -326 1/8' GLASS STOP FOR 1" INSULATED GLASS 6063-T6 O32001 VINYL BULB - 0.175"0 TPE POLYPROPYLENE FOR 1" INS. GLASS ULTRAFAB 0 Qezd250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY. 0 12296 FRAME WEATHER STRIP 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY ® 32011 VINYL BULB - 0.270"0 TYPE POLYPROPYLENE FOR 7/16" & 9/16" GLASS ULTRAFAB Q- (2) #8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN ACRYLIC SCHNEE-MOREHEAD 10 - SEAM SEALER 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER Q- OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 13 - RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS ® - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL ItID - PRIMARY SEAL PIB - SECONDARY SEAL SILICONE OP -10603G LTS DUAL ARM OPERATOR LH RADISSON INDUSTRIES REFER TO DETAIL 19 PO -2301 LTS MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 21 316 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 Q1549-3 SNUBBER ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22 FL #16132.1 J -J 0 0 I• L1e Q a U Zm� • zp Z a :n O '° 2 z 11; COPYRIGHT ENGINEERING EXPRESS 15-2372 SCALES NTS 1 PAGE DESCRIPTION: COVER SHEET 0 0. 3.010 N O -r— .J� 32001 SASH FLANGE O 12298 FRAME Qezd250 SASH CENTER 32011 SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. EXPOSED SURFACES o (n N ri o 0f co M 0 0 2.438 0.077 0.391 OSASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET EXPOSED SURFACES • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • •• • • • •• •• •• ••• • • •• •••• • • •• • • • •• • •• • • • • •• • • • • • • • • • • • • ••• • ••• • ••• �)ZPaSED • • • • • SURFACES • •• • • •• • • • •0• 5•M• •• • MMWM..S E NARDO. P.E, •n e. 46549 10 FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET FL #16132.1 J J 0 owe a= Z F 6rj < za .a�rn O V)2v z 1- ri( 1 15-2372 SCALE: NTS PAG! DESCRIPTION: COVER SHEET FSA - Update FL16132 for 2014 Florida Bldg-Project0WP115-23722i_Senes 525 Casem :1Projects115-2372 Series 525 Casement NM E SEAL • • ••• • •• •• • • • • • • • • • • • • • • •• • ••• •• • • • •• •• • • •• • • • • • • • • •• • • • • ••• • SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL FL #16132.1 -0 FRANK L. BENNARDO, P,EN FF • 471 V... • 0. t)O WE:! < (.7:1- .05.6t 40tU �0 C0W.. W nalc U J J cL 0 0 o we Q S Z Q `� h 2 a I O 82 Z r cA U w id! lib iti 1111 /hi COPYRIGHT ENGINEERING MESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SKEET 0 0 Series "605 Reinforced" Aluminum Single Hung Window - L.M.I. I MIAMI•DADE COUNTY DEPARTMENT OF REG BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MAY 272016 TM Windows, LLC 1543 N. Powerline Road Pompano Beach, FL 33069 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 (AHI). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In .Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control , Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mlamidade.Qov/economy DESCRIPTION: APPROVAL DOCUMENT: Drawing No. W06-34, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", sheets 1 through 7 of 7,, dated 04/24/06, with revision F dated 04/01/15, 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", ualess otherwise noted herein. : . • • RENEWAL of this NOA. shall be considered after a renewal application has inert, filed and there blas been• • • • no change in the applicable building code negatively affecting the performance of+tir a product. • •• • TERMINATION of this NOA will occur after the expiration date or if there haceira rev's: iog pr change... • in the materials, use, and/or manufacture of the product or process. Misuse of thji J(» as ap.endarsemeut:.. • ' of any product,,for sales, advertising or any other purposes shall automatically t;gMndte this NOA: Failure• •: • to coinply with any section of this NOA shall be cause for termination and removal.of DK)A. • .. ADVERTISEMENT: ERTISEMT: The NOA number preceded by the words Miiiami D'ade� County air , followed by the expiration date may be displayed in advertising literature. If any Portion outiq NOA 1§ • •• : 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# 12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 Page 1 TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06, with revision F dated 04/01/15, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5439, dated 12/10/07 and FTL-5742, dated 01/21/09, both signed and sealed by Michael S. Wenzel, P.E. (Submitted under NOA# 09-0604.24) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Me hung..... window, prepared by Fenestration Testing Laboratory, Inc., igrhports rt4.. • • FTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and FIL.4514, dated : • 01/25/05, both signed and sealed by Edmundo Largaespada, FA ; • • . (Submitted under NOA# 07-0404.04) ••• .. • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading > `3C TQC 202-94 • 2) Large Missile Impact Test per FBC, TAS 20%94 ' • 3) Cyclic Wind Pressure Loading per FBC, TI4S 90,3-94 . along with marked -up drawings and installation diagram of art alununum:fiage, hung, window, prepared by Certified Testing Laboratories, Test Re j r 4 . .... . CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E. ' • • • (Submitted under NOA# 07-9404.04) • • . . . • Manuel ere , P.E. Product Cont miner NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 E-1 • TM Windows, LLC NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) dated 04/29/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126. 20 issued to Alines USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5o' Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05, issued to T.M. Windows LLC for their Series "605" Single Hung Aluminum Window (reinforced), approved on 05/03/12 and expiring on 07/05/17. •••• • • • • •••• • •• • • ••• • •• • • • • • •• • • • • •••• •• • • • • • • •••• • •• • • •• •• • • • • • • • • • • •• • ••• • • • •• • • • •••• • • • •• • • • • ••••s • • • • • • • • Manuel .E. Product Contro finer NOA No.1 11.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 E-2 • THESE WINDOWS ME RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FALSE MUNTINS (SURFACE APPUEO) MAY BE USED SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 53 1/8" WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21" MAX. HEAD/SILL i% u li i u 47 3/4" D.L. OPG. (VENT) 50 1/8" VENT WIDTH • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • 000 • • • • • • • i • • • • FALSE MU S ••• •••• (SUFjF Y 8 ySE, . • • • • • • • • • • • • • • ••• 53 1/8' WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21' MAX. HEAD/SILL • • • • • • • . • •• • • • •• • • • • ill 5 1/2" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) • ••• •�• • • • • • • ••••j 0 W c0 O 0z 3 CO v cs cs N n U 0 J 0 L ` -ir = %/ L 5 1/2" MAX. 47 3/4" D.L. OPG. (VENT) 50 1/8" VENT WIDTH HEAD/SILL CORNERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr. JAVAD AHMAD CML FIA. PE # 70592 C.A. . 3538 0 2 201 PRODUCT REVISED as complying with the Florida Building Code 15" O61(" O� Acceptance No :J irolion Date /i% . Jhd/. 'i i By Mian 1 de Product J z W m a CC 0 0 g a Edo o 3 a vfl .11 Gana' g3LLG LL z"-2.1 a LI I 4 J 03 171 a 0 z a O 0 co n CI 0 0 OZS MIn JW I, JZ .cc U n Oo co C 0 .. r� a S 2 to O 0 0 0 0 0 it UPDATED TO 2010 FBC UPDATED TO 2014 FBC • 0 0 0 0 0 0 N 0 c 0 8 0 x drawing no. W06-34 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'D' k "8' GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 'J' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) EXT.(+) I NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 19-1/8' 26-1/2" 37" 53-1/8" 26" (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 16-1/2" 37" 53-1/8" 68 3/8 (4) 700 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 50-5/8" (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 56-5/8" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 37" 53-1/8" 63" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 37" 53-1/8" 72" (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.0 61.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/8" 26-1/2' 37" 53-1/8" 76-3/4" (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.0 81.0 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 24" 30" 36" 42" 48" 54" 48" (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36" 60" (6) 70.0 70.0 61.0 61.0 80.0 00.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 36" 42" 48" 72" (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.0 61.0 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 24" 30" 48" 84" (8) 70.0 70.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 01.0 81.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.0 61.0 80.0 80.0 80.0 80.0 77.5 77.5 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB • • • • • DEINGN LOAD CAPACITY - PSF (2ITH STEEL REINFORCING ) • illiSIBOW DIMS. GLASS TYPE 'F' 19-1/8" 80.0 115.0 5320' 80.0 115.0 53-1/8" 80.0 115.0 56-5/8" 53-1/8" 80.0 115.0 63" 80.0 115.0 (6) 80.0 115.0 53-1/8" (7) 24" 80.0 115.0 48" 30" 80.0 115.0 (6) 80.0 109.7 48" 54" 80.0 98.4 24" 80.0 115.0 36" (7) 80.0 115.0 24" 84" 80.0 115.0 30" (8) 80.0 115.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB Eng r: JAVAD AHMAD CML PE # 70592 N. 3538 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 PRODUCT REVISED aa complying with ibe Florida Building COde Acceptance No 7-1.11PI • WO EP 02205B, Mien Dade Product 12.2.1 cg 0 01>0 8 gl 9g SERIES 605 ALUMINUM SINGLE HUNG WDW. (LM.I.) c 0 in 0 F. Cr - in 0, UPDATED TO 2014 FBC drawing no. W06-34 1/8" ANN. GLASS 120" Intertayer Uvekol S By 'AIInex USA, Inc.' 1/8" ANN. GLASS SILICONE DOW CORNING 995 0 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 1/8" ANN. GLASS 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. CLASS SILICONE GE RGS7700 s m n 5 AT 1/4 POINTS ON LfFES WIDER THAN 36" ONLY GLASS TYPE 'G' 3/16" ANN. GLASS 120" Interloyer Uvekol S By 'Allnex USA, Inc.' 3/16" ANN. GLASS SILICONE DOW CORNING 995 w AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'D' 1/8" HEAT STREN'D GLASS 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/6' HEAT STREN'D GLASS SILICONE GE RGS7700 S m o AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'H' 3/16' ANN. GLASS • ••• 090" Interloyer • • • Soflex Clear And tylog Grassi. By 'Eastman ChemicaYCc • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• 0 • • • • • • • • • • • • ••• • • • • ••• 3/16" ANN. GLASS • • • • • • • .• • ••• • •• • • SILICONE • • • DOW CORNING .45 • • • • • •• • • 0 • /16' HAT STFEEVD GLASS •04 • •. • • •• • .. AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'E' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE RGS7700 GLASS TYPE 1/4 POINTS ALL SIZES THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS •• • .120'•I•terlayer vekol S• t 'Aare? USA, Inc.' w n•• ••• • 3/16' HEAT STREN'D GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'F' 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS 090' Iriterloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREW() GLASS SILICONE GE RGS7700 m AT 1/4 POINTS ALL SIZES GLASS TYPE 'J' Ergr: JAVA) AHMAD PML FLA. P 70592 638 2 2015 PRODUCT REVISED as complying with the Florida Building Code / l', p� Acceptance No 0' Pacnnotion Date 17 lehltj z i 175 0) m 0 O M o J1-0 Z tl J Ua 0000 -0a 0 Zz eL Lo0 —a TEL (954) 781-4430 in 0 U d Li 5 w 5, UPDATED 70 2014 FBC 4) v 0 0 d 0 0 V 0 qn 4 z 5 drawing no. W06-34 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING . CONCRETE a :•a EDGE DIS°Ir a C a ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM IN DOW 1BY WOOD- BUCK ° a. a • z -P ANIa J 0 REINFORCING OPTIONS SEE SHEET 2 OPTIONAL TO 23 SPRING LATCH L REINFORCING OPTIONS SEE SHEET 2 J 0 0 a 0 J 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING ii it ii REINFORCING OPTIONS , SEE SHEET 2 0 N TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • •• •• • • • • • • • IMITAL • • • • • STRUCTt1RE • • • ••• • • tow E� J DGE DIST. el • Ix • •• • • •• • TYPICAL ANCHOIf SEE ELEV. FOR SPACING• •• OPTIONAL TO SPRING LATCH 0 REINFORCING OPTIONS SEE SHEET 2 It 0 O J 0 • • • • ••• • • • • • • N • • ••• •• •• • • • MWMt-DAD: COUNTY APPROVE° MUL N•• iMULUON ANCHORS SEE SEPARATE NOA EDGE DIST. • • • • • • ��LL• TYP• il, Willi/RS TYPICAL ANCHORS • •• SPF FjEV• FOR %PACING SEE ELEV. FOR SPACING •. ••• •• • . 1,400, BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS • MCST•SITSTAIA LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 Q z 1 ALTERNATE FRAME SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 35 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) X12 SMS OI SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Engr: JAVAD AHMAD CML FLA. PE / 70592 CA,. 3538 02 201i PRODUCT REVISED as complying with tqe Florida Building Code ��'G(o1f.06 Acceptance No fall. Date WNW • By dam. ' Dade Pre& Ir 0 ~ a Z � ay li 4. 0G gel 8 regsA IL z((N�— 8. ot W ei l SERIES 605 ALUMINUM SINGLE HUNG WDW. 0) O M ZL` = a CO La 0 OOw vO czz 3 a a M - r o_ 0 8 0 0 a N 4) 0 s UPDATED FOR 2007 FRC 5' UPDATED TO 2014 FDC ai 0 2. 0 0 w 4 • drawing no. W06-34 sheet 4 of 7 i/4" MAX. SHIM METAL STRUCTURE VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING ��GfL 1- 0 D.L. OPG. EXTERIOR D.L. OPG. (FIXED) WINDOW WIDTH 1BY WOOD BUCKS 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING v vv • TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. MIAMI-DADE COUNTY APPR.D CLIPPED MULLION SEE SEPARATE NOA EXTERIOR WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1TE1R1� 1R?: • tTY. • DESeRIPTIsIt MATERIAL MANF./SUPPLIER/REMARKS • 1 • GW -.3678 • • 1• • • FW1MD HEAD 6063-18 - • 2 • • • 0W37734 ••• • 1• • • • FRAMED SILL•(4" HIGH) 6063-T6 6063-T8 - - 2A BA73608 • 1 • FRAME SILL (3" HIGH) 3 CW -31445 2 FRAME JAMB 6063-T6 - g,ul36706 • `• • MEETING, RAIL • • 6063-18 - 5: :1-36Gy85 • : 1 • • V%(4T V RAC . 6063-16 - •• 6 7, •GW 37730 • : VENT BQITOMARAI= (4" SILL) 6063-T8 - t!\ GW -37559 • • • P VENT te1t0M MIL (3" SILL) 6063-T6 - 7 GW -31134 2 VENT JAMB SDLE 6063-16 - 8 GW -31470 2 VENT STOP 6063-T5 - 9 • • • 15i -5G • • 6+/VWT I GAZING BEAD ANGLE 6063-75 - 9A • • T rrIgI1 : q/VIjJj G=ALING BELb 6083-15 - 9B• • • 141t • • t/VlJT • 0 A ISG Waif 6063-16 - 9C TM -181 4/VENT GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 10 #8 X 1/2" 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP RN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2"x7/8"x3/4" FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5" FROM ENDS CAST VENT TOP 15A TM -1113+ 2/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WVN-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 N69 2/VENT CALDWELL BALANCE CUP - VENT BOTT. CORNERS 20 - 2 /12 x 3/4" P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 /12 x 1" P.H. SMS STEEL FRAME CORNERS 22 - 6 #10 x 1" P.H. SMS STEEL VENT CORNERS 23 - 4 118 x 3/4" F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 16 x 3/8" F.H. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1 1x1 3/16x3/4x1/8" CHANNEL STEEL AT VENT TOP 26 - 2 1x1/4 THK.x4" LONG BAR ALUM. (1) AT EA. MTG. RAIL END 27 - 1 1/2x1x1/2x1/8" CHANNEL STEEL AT MEETING RAIL 26 TM -161 2 FIN TRIM FOR JAMBS 6063-T6 - 29 TM -163 1 FIN TRIM FOR HEAD 6063-T6 - 30 TM -164 1 FIN TRIM FOR SILL 6063-T6 - 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 6063-15 AT MEETING RAIL 32 TM -178 1 TOP RAIL REINFORCING CHANNEL 6063-T5 AT VENT TOP 33 - AS REQD. SETTING BLOCKS EPDM OUROMETER 80±5 SHORE A SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Enyr: JAVAD AHMAD CML F A. PE 1 70592 CAN. 3538 15 PRODUCT REVISED as complying with the Florida Building Code Acceptance No / ^D4011• t�(o 1raH �/i Date 1111114.7.0.4 / By iJ Dade Product COMP-ANL\WO6-34TMW SERIES 605 ALUMINUM SINGLE HUNG WOW. (LM.I.)] 0> O O M icc J 1+1 Z91 LA LL J = U 0000 N v o_ C .O �Za i•-)� 1 1�--a 0, n Cis us v C 0 0 O U 0 0 5 z UPDATED TO 2014 FBC > • 0 0 0 0 (V ai 0 g0 0 0 w w 0 0 A 2 0 r -- 1Y drawing no. 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(LM.I.))I TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 98 0 L.923i p 1.500 d .125 32 TOP RAILREINFORCINGRCING 1.37525 O FIXED MEETING RAIL O VENT STOP 28 2.500 NAIL FIN (JAMB) TOP RAILS EELFORCING 1�-83 � 1 b 1.375 r1.16.] 3.199 9C .5p 0 040 .500 1 I - 1.324 GLAZING F^.923 BEADS 1.750 .052 2.250 1.374 ! .062 .999 6 - .062 3.277 1.214 1.389 -1 2.500 1.000 II F-- .688 < (revisions: description REV. PER SCCO COMMENTS GLASS Q REINF. OPTIONS ADO. UPDATED FOR 2007 FSC N as U N_ g g Li u 1 1 z 2 0 VENT TOP RAIL O SASH SIDE RAIL 3o NAIL FIN (SILL) ® LATCH LOCI< - 2.202 .997 - 3.245 1 2.202 3.245 n 997 .52.,:.L.,:. g o "d N o S .osz 3.927 - 4.347 - .062 3.439 2.939fl 3.359 062 4.312 3.812 3.330 .062�L II IL-- 2.830 ° rano... (dote: 04-24-06 JII ---• • t e 4 s g r: CMLµ FlA- PE Y 70592 C.tiN 38 22015 PRODUCT REVISED a9 complying with 1bc Florida Aa�ptagnceNoIS-O,fI.O(p Expiration Date 57/71.20 ,71 BY /l/Ji.. 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W06-34 (sheet 7 of 7 DEBOWSKY DESIGN GROUP July 12, 2016 Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 RE: FISHMAN 103 NE 99th Street Miami Shores, FL 33138 Permit No.: RC -5-16-1479 BUILDING COMMENTS — RC -5-16-1479 IrkTED LJU 18 2016 BY : Comments: 1. Provide copy of fully executed contract between owner, contractor and subcontractor. The contract should reflect the cost of materials, labor, overhead and profit Answer: Provided by the General Contractor 2. According to the information on the permit application this permit is for a garage conversion. Provide architectural and structural plans with details and specifications as required under section 107.2 of the 2014 Florida Building Code and section 8-10 of the Miami Dade County code. Answer: the related code sections reference the requirement for signed and sealed architectural and engineering plans; these have been submitted by the General Contractor so the comment is confusing. PLUMBING COMMENTS - Plumbing: PL -5.16.1482 Mechanical: MC -5-16-1480 Comment Need HRS review. Provide layout for cold and hot water with point of connection. Provide measurements for fixture clearance Answer: HRS review is underway through the General Contractor. The request for fixture clearance is typically reserved for commercial application but it should be noted that all plumbing fixtures are simply being used as replacements for the existing. ELECTRICAL COMMENTS — EL -5-16.1481 Comment Arc fault breakers and tamper proof receptacles. Add smoke detectors. Answer: These requirements are necessary when the space is meant to be used as a sleeping quarters or bedroom function. Since our intent is to convert the garage to an exercise space, existing electrical service is to remain. Respectfully, ur4k, Stuart M. Debowsky, AIA, LEED AP 0 Principal, Debowsky Design Group, P.A. AR 94898 ARCHITECTURE 0 PLANNING 0 INTERIORS 4384 SW 13TH STREET MIAMI, FLORIDA 33134 305.495.2751 WWW.DEBOWSKY.COM t DAV1D'A. DACOUiSTO, AICP a�a ise & zoN" .} DIRECTOR lflhuniSho,'ej L LAGC DEVELOPMENT ORDER File Number: Property Address: Owner/Applicant: Address: PZ -8715-2015211 103 NE 99th Street George Fishman 103 NE 99th Street 10050 N.E. SECOND AVE. :MIAMI SHORES. FLORIDA 33138-2382 Telephone; (305) 795-2207 Fax. (305) 756-8972 Whereas, the applicant George Fishman (Owner). has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage conversion. Whereas. a public hearing was held on September 17. 2015 and the Board. after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a .manner consistent with the requirements of the Land Development Code of Miami Shores Village. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. 1. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan. drawings, and the conditions agreed upon at the hearing: 1) The applicant shall prove to the satisfaction of the Miami Dade County Assessor and the Miami Shores Village Building Official that there is only one living unit on the plot, and shall see that the County Assessor's records are corrected to reflect that the plot has only a one -family dwelling on the plot. 2) The applicant shall secure building permits if necessary to eliminate the extra living unit on the plot_ • 3) This approval shall not be valid until the Miami Shores Village Building Official is satisfied that there is only a one -family dwelling on the plot. 4) Approval is granted as shown on the plans submitted and made a part of this approval to convert a 567 sf attached garage to an exercise room with bathroom. 5) The applicant to maintain 2 legal parking spaces on the plot. DO -PZ -8-15-2015211 Fishman Page 1 of 2 6) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences. straw barriers, etc.) and anti - tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control Measures must be in place prior to footings inspection. 7) Landscaping shall be compliant with Division 17 of Appendix A. Village of Miami Shores Code of Ordinances. No new landscaping is proposed 8) Ground cover must comply with the provisions Division 17 of Appendix. A. Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 9) Applicant to obtain all required building permits before beginning work. 10) Applicant to obtain all required permits and approvals from the +Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 11) Applicant to complete a covenant in the form of a "Declaration of Use' assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy.of the recorded document prior to the final inspection by the Building Official. 12) Applicant to meet all applicable code provisions at the time of permitting. 13) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the hoard chair. or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally. the applicant must. satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 17'h day of September. 2015 by the Planning and Zoning Board as follows: - Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Glinn Yes Chairman Fernandez Yes CI Date DO -PZ -8-1 -2015211 Fishman 4 l'. L_ a.. Richard M. Fernandez Chair. Planning Board Page2of2 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR DEVELOPMENT ORDER File Number: Property Address: Owner/Applicant: Address: MiamiSiwre� Vd/ct PZ -8-15-2015211 103 NE 99th Street George Fishman 103 NE 99th Street 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 Whereas, the applicant George Fishman (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage conversion. Whereas, a public hearing was held on September 17, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) The applicant shall prove to the satisfaction of the Miami Dade County Assessor and the Miami Shores Village Building Official that there is only one living unit on the plot, and shall see that the County Assessor's records are corrected to reflect that the plot has only a one -family dwelling on the plot. 2) The applicant shall secure building permits if necessary to eliminate the extra living unit on the plot. 3) This approval shall not be valid until the Miami Shores Village Building Official is satisfied that there is only a one -family dwelling on the plot. 4) Approval is granted as shown on the plans submitted and made a part of this approval to convert a 567 sf attached garage to an exercise room with bathroom. 5) The applicant to maintain 2 legal parking spaces on the plot. Page 1 of 2 DO -PZ -8-1 5-20 1 52 1 1 Fishman 6) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti - tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 7) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. No new landscaping is proposed 8) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 9) Applicant to obtain all required building permits before beginning work. 10) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 1 1`) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 12) Applicant to meet all applicable code provisions at the time of permitting. 13) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one' (1) year of the signing of the development order by the hoard chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was 'passed and adopted this 17th day of September, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Glinn Yes Chairman Fernandez Yes . i 1 Date / Richard M. Fernandez Chair, Planning Board DO -PZ -8-1 5-201 52 1 1 Fishman Page 2 of 2 A`ORD CERTIFICATE OF LIABILITY INSURANCE s ATE DNYYY) 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(ies) 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 W.F. Roemer Insurance Agency, Inc. 3775 NW 124 Avenue Coral Springs FL 33065 CT NAME Certificate Department PHONE 954-731-5566 Ax 954-731-8438 ( N° Ext LFA/C. Not; E-MAIL certificates@roemer-ins.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : National Builders InsuranceCo. 16632 INSURED STARC-1 Star Construction Company, Inc 2155 NE 124 Street North Miami FL 33181 INSURER B: GLP 0021923 08 INSURER C : 5/612017 INSURER D: 51,000,000 INSURER E : CLAIMS -MADE INSURiER F: DAMAGE TO RENTED PREMISES (Ea occurrence) COVERAGES CERTIFICATE NUMBER: 1052928896 • 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. INSR TYPE OF INSURANCE INS° WVD POLICY NUMBER POLICY EFF (MMUDDIrrril POLICY EXP (MIIYDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY GLP 0021923 08 516/2016 5/612017 EACH OCCURRENCE 51,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) 5100.000 MED EXP (My one person) 55,000 PERSONAL & ADV INJURY 51,000,000 GEN_ X AGGREGATE POLICY OTHER: UMW APPLIES JECT PER: LOC GENERAL AGGREGATE 52.000.000 PRODUCTS - COMP/OP AGG 52,000,000 S AUTOMOBILE LIABILITY ANY AUTO ALL OWNEDOS HIRED AUTOS SCHEDULED NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident} 5 BODILY INJURY (Per person) S BODILY INJURY (Per accident) S PROPERTY DAMAGE (Per accident) 5 S UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE S DED RETENTION S 5 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) If yes, describe under, DESCRIPTION OF OPERATIONS below N 1A WCV 0071182 07 8/31/2016 81312017 X PER STATUTE OTH- ER E.L. EACH ACCIDENT S 100.000 El. DISEASE - EA EMPLOYEE 5100.000 EL. DISEASE - POLICY LIMIT 5500.000 DESCRIPTION OF OPERATIONS 1 LOCATIONS! VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Certified Residential Contractor, License #CRC010047 • CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. e AUTHORIZED REPRESOITATNE Cig.02.‘ 4 -geato ACORD 25 (2014/01) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Olt IACH HERE RICK SCOTT, GOVERNOR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The RESIDENTIAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date- AUG 31. 2018 FELDMAN, LEONARD C STAR CONSTRUCTION CO INC 2155 NE 124TH STREET NORTH MIAMI FL 33181 ISSUED: 07/0612016 DISPLAY AS REQUIRED BY LAW Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - D0 NOT PAY 3600633 BUSINESS NAME/LOCATION STAR CONSTRUCTION COMPANY INC 2155 NE 124 ST NORTH MIAMI FL 33181 OWNER STAR CONSTRUCTION COMPANY INC Worker(s) 2 RECEIPT NO. RENEWAL 3762359 SEQ # L1607060001225 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SUB -BUILDING CONTRACTOR CRC010047 PAYMENT RECEIVED BY TAX COLLECTOR S45.00 07/14/2016 CHECK21-16-086782 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Rereipt is not a license, permit. or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed an all commercial vehicles - Miami -Dade Code Sec Sa-276. For more information, visit www.miamidadeg�jxcoilector -.r ;BBB., ACCPt 0I7 ED 8USMESS Star Construction to fabricate. man la.. ..• STAR . Ci,rstr rasn e,.. ?.rc. BUILDING CONTRACTORS 2155 N.E. 124th Street No. Miami, Florida 33181 PROPOSAL - AGREEMENT Jnr: hereby sells end agreee and install, according to standard practices for: PurtCHASEas NAME George & Nancy Fishman PURCHASERS ADDRESS 103 N.E. 99th. St. CITY Miami Shores STATE FL ZIP CODE 33138 PHONE ie€51 305-753-2503 teUS i therein referred to as Purchaser}. wno hereby agrees to and does purchase the herein described improvements and materials which are to be installed on the premises commonly described above and situated in Dade County. Florida and owned by true purchaser. Job Address Same The Purchaser hereby agrees to tug to Contractor or its assigns the total agreed price. STATE CERTIFIED COMPETENCY NO. CRC010047 LICENSED AND INSURED DAyE Jan. 27, 2016 Lenny Feldman Representative: Star Construction, Co.. Inc. LIG. NO. CRC 010047 TAX FOLIO NO. 11-3206-013-2180 ' LOT:15-16 BLOCK: 16 SUB. PB10 PG70 Miami Shores Sec. 1. SURVEY: ELEVATION: Required Certificate Required Cost of Survey & Elev. Certificate by owner. Commencement Approx. 10 days from permit. Completion: Approx 90 working days subject to inspections, weather or any delay beyond • contractors control. CONVERSION OF GARAGE TO STUDIO: (Approx. 546 SF) ( PER REVISED ARCHITECTS PLAN DATED: 1 15'2016) 1. Raise floor 4" concrete slab. Tile labor & materials by others. 2. Remove ceiling and install new drywall, tape & sand. Provide bridging if required. 3. Chip concrete lintels & beams & restructure for new windows & door heights. 4, Provide water line to new " In -tine" water heater. Re -pipe water supply lines for bathroom. Connect drain for toliet & shower to existing main waste line to Septic Tank. Certification to HRS and/or revisions to Septic System by others. 5. Provide & install 12000 BTU- 23 SEER / 1-1/2 Ton Klimaire Mini -Split Unit with Heat. 6. Windows & Doors to be furnished & installed by TM or others, including Permit 7. Install owners plumbing fixtures, trim, vanity & accessories. 8. Build 2 Storage closets per plan with wood Bi -fold doors. 9. Install owners tile in shower & bath floor. Shower doors by others. 10. Install owners lighting fixtures. All electric included by contractor. 11. Block up masonry openings with lintels per plans & patch stucco with matching exterior texture. 12. Build new interior partitions. Existing interior walls to be doubled furred & drywall (per plan) and required insulation.. 13. Skylights.by others. Existing roof as -is. 14. Furnish & Install new Titan In -Line water unit. (Tankless) 15. Per attached addendum. NOTES: Plan revisions and costs by owner & Architect. All painting and/or landscaping by owner. Owner to clear area of all contents prior to commencement. Contractor to provide cleanup & debris removal, including on site sanitary unit for workers. Contractor to process plans for Master permit and it's subs. Reimburse contractor for all City permit & processing fees. NOTE 2: Floor tile labor for Exercise room not included: Separate bid subject to supplied materials. Total Bid Price ( Per above) $ 38,115.00 All work in conformance with Miami Shores & Dade County building codes. TERMS: Deposit 10% / City Permit approval: 10% / Stat 20% / Work In process (as billed) 50% / Completion: 10% * * * * * * * * * * * * * THIS PROPOSAL SUBJECT TO FINAL REVIEW OF COMPLETED PLANS AND APPROVED BY OWNER & CONTRACTOR. THE ACCEPTED PROPOSAL —AGREEMENT WILL BE SUBMITTED TO AND REVIEWED BY ARCHITECT AND OR ENGINEER TO PREPARE THE PLANS FOR APPLICATION FOR BUILDING PERMIT. IN THE EVENT THAT THE CONTRACTOR'S PLANS OR ARCHITECTURAL PLANS FROM OWNER SUBMITTED FOR BUILDING PERMIT REQUIRES ADDITIONAL WORK NOT SPECIFIED IN THE PROPOSAL -AGREEMENT. OR REQUIRES CHANGES BEFORE OR AFTER PERMITTING BY BUILDING DEPARTMENT, THE CHANGES, REVISIONS OR MODIFICATIONS WILL BE RE-EVALUATED BY OWNER AND CONTRACTOR. ANY INCREASE IN COSTS FOR REVISONS OR ADJUSTMENTS WILL BE INCORPORATED IN A'CHANGE ORDER' APPROVED BY OWNER AND CONTRACTOR. IN THE EVENT THE OWNER(S) DO NOT WISH TO PROCEED WITH THE REQUIRED WORK, PRIOR TO COMMENCEMENT. THEN OWNER MAY CANCEL PROPOSAL -AGREEMENT AND REIMBURSE CONTRACTOR FOR ALL COSTS INCURRED FOR THE PROCESSING OF PLANS AND ANY BUILDING PERMITS TO DATE OF CANCELLATION INCLUDING THE ARCHITECTURAL AND OR ENGINEERING SERVICES PLUS 20% FOR CONTRACTORS OVERHEAD. (1) Do not sign this home improvement contract in blank (2) You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights. Executed in duplicate one copy of which was delivered to, and receipt is hereby acknowledged by owner, day of I—cG 77, Year 2 1 that he has mad and completely understand, and agrees to the terms on .. • . . , , contract. agrees that only the contract have been authorized and no °Ntar verbal O. other . : what is written herein. Thls If not accepted within 30 days from above date. Purchaser MAKE ALL CHEC1 5 OR MONEY ORDERS PAYABLE TO AR CONSTRUCTION CO., INC. 1 STANDARD TERMS AND CONDITIONS 1) ACCEPTANCE This proposal, upon acceptance by Contractor, shall become a contract under the laws of the State of Florida. No representation or agreement has been made by the salesperson unless stated in writing. 2) PERFORMANCE After acceptance, and if agreed to, the Contractor shall prepare plans, process plans and apply for permit. Contractor to effect delivery of materials and / or labor to commence the performance of the contract. All dimensions as noted on specs & plans are approximated and shall not affect the validity of this agreement. If required by building department, soil borings, proctor & density tests performed by Engineering Co. shall be paid by Purchaser at contractors cost plus 10%. 3) GUARANTEE OF WORKMANSHIP A) Contractor guarantees all work for a period of 1 year, and that all materials furnished will be of standard quality, color, type and condition as normally used in the trade, which will be installed, built or applied in a good and workmanlike manner. Said guarantee subject to normal use and care. Contractor cannot guarantee matching of materials or products, which have aged or discolored or for conditions beyond its control, i.e.; expansion, contraction, settlement, warpage, checks or cracks as these are normal characteristics of all materials including concrete. Concrete floors are considered sub- surface and may be uneven due to settlement. To avoid warpage or damage to woodwork, unless otherwise specified, Unless otherwise noted, Purchaser agrees to prime and paint interior & exterior, including all doors and trim within 10 days after installation. B) Contractor shall not be required to perform any work under its guarantee, until this contract shall have been paid in full. 4) INSURANCE A) Contractor shall carry Workman's Compensation, Public Liability and Property Damage standard form insurance as prescribed by law. (Purchaser agrees to subrogate Homeowners Insurance for any damages not caused by Contractor.) B) Purchaser shall remain liable for any unpaid balance under this contract when goods are destroyed by fire, theft, and accident of other causes after delivery. (Purchaser agrees to provide insurance for Contractors goods as his interest may appear.) 5) PERMITS Contractor, at owners request, may provide building plans for project. Owner to reimburse contractor for permits, impact fees, processing, elevation -flood certificates and required surveys If a variance is required, Purchaser agrees to pay variance fee and execute all documents prescribed by Building Dept. Contract shall be in force unless variance is denied. Purchaser agrees to pay all costs paid by Contractor on Purchaser's behalf for execution of said variance, including costs of all city and/or county building permits, required surveys, elevation & flood certificates, homeowners associations or impact fees. 6) MATERIALS & CLEANUPS All surplus materials delivered to the job site shall remain the property of the Contractor, and who also reserve the right to employ subcontractors and material -men as deemed necessary. Only Contractors construction debris to be removed except those items designated by Purchaser in writing prior to commencement. Pieurises to be left in neat broom -clean condition at termination of job. 7) PROPERTY LINES & RESTRICTIONS Purchaser shall furnish to the Contractor a current survey of the property showing FFE (finished floor elevations) and a FEMA flood elevation certificate If property is designated in an "Association" Purchaser agrees to conform to requirements of any restrictions, easements, and regulations of said "Association", and to provide any related data to building department having jurisdiction over such "Association".and paid by Purchaser. 8) ACCESS TO WORK - OSHA REQUIREMENTS Purchaser agrees to furnish water, and electricity during construction and shall allow areas for a sanitary unit, storage of materials and debris. Purchaser agrees to keep driveways clear and available for movement and parking of trucks during normal work hours. Contractor and workmen shall not be expected to keep gates closed for animals or children. Contractor shall not be held responsible for damage to driveways, walks, sprinklers, lawns or other vegetation, by movement of trucks, men, equipment, materials, debris, etc. 9) WORK SCOPE A) Contract price includes standard type foundation and slab, unless otherwise noted herein. Purchaser authorizes Contractor to make all openings and structural changes in the existing structure necessary to accomplish the work in accordance with this agreement, and to enter the premises for all reasonable purposes. Contractor shall not be liable for any damages resulting from strikes, war, weather conditions, dust, fire, acts of God, nor for any delays due to causes beyond its control. Contractor shall not be responsible for damages to grass, shrubbery, plants, and soil drainage nor for damages to any underground obstructions, including TV. cable or telephone lines. Purchaser shall be responsible for any cost developing from latent sub -surface conditions or deterioration of existing structure such as decay, rot, or termite infestation, which results in added materials or labor. B) Purchaser agrees that in the event any part of this contract not in conformity with existing ordinances or requirements of any governmental agency having jurisdiction thereof shall be automatically changed, altered, added to or deleted to comply with minimum requirements, and balance of this contract to remain in full force and effect. C) Price does not include moving, altering or repairing any existing installations, removal of underground obstructions, painting or landscaping unless otherwise specified. If governmental ordinances or regulations require any changes or additional work not specified herein or corrections to existing violations, the Purchaser agrees to have said changes completed within 7 days after notification, otherwise the Contractor may have such work done, and the Purchaser agrees to pay the Contractor's actual cost plus 30% percent, which shall be in addition to the agreed price herein stated. D) Name brands, appliances, unit assemblies and fixtures purchased by Purchaser or Contractor included in this contract are sold and/or installed subject to the Manufacturer's guarantee or warranties and are not Contractors responsibility. If materials or equipment, which the Contractor is required to supply are not available, Contractor may substitute with equal or comparable quality. 10) CHANGE ORDERS BY OWNER If, after the date hereof, the Purchaser shall order or request the Contractor to furnish or perfonn any additional work not included herein, and such request is not in writing, the Contractor may within a reasonable time confirm such order or request, including the price of said changes to the Purchaser in writing, and unless such confirmation is thereafter objected to in writing and such objection is delivered to Star Construction Corp. within five (5) days of its receipt, the Purchaser agrees that such "Change Order" shall be as binding upon as if it had been executed in writing and agreed to by Purchaser, and shall pay agreed price in addition to all sums due to be paid in accordance herewith. 11) PLUMBING: Unless otherwise specified herein, the Contractor shall not be responsible for the removing or relocating of water lines, sprinkler lines, pumps, water or sewage disposal, septic systems, gas tanks, water meters, or water heaters. Bathroom fixtures, faucets, trim and vanity to be furnished by owner and installed by contractor. Over 5 lineal ft of Sewer tie-in and over 10 lineal ft. of hot and / or cold water lines if required shall be charged to Purchaser as set forth in paragraph 9 Work Scope; sub paragraph "C". 12) ELECTRICAL : Unless otherwise specified herein, all new electric circuits to be tied in and connected to existing panel/ fuse box. If required, additional wiring, breakers, circuits or upgrades to electric service or power line relocations to be under separate agreement and "Change - Order". Basic code requires minimum 150 Amp service. 13) PATCHING - TEXTURES -PAINTING Contractor shall make every effort to match existing textures, however exact duplication cannot be guaranteed. Wherein owner to paint; Contractor recommends drywall to receive (2) two coats of PVA (polyvinyl acrylic) and (2) two finish coats of latex (Glidden or equal) Ultra -Hide latex flat on walls & ceiling. Eggshell paint in baths & kitchens. All wood trim should receive primer & finish coat. 14) EXTRA TIME A) Contractor agrees to diligently pursue work through to completion, but shall not be responsible for delays due to variances, issuance of building permits, building inspections, funding of loans, extra work or changes by Purchaser ordered, weather conditions, changes by Building Official for extra work not included in original contract or approved building plans. B) Contractor shall have the right to stop work and keep the job idle if Purchaser fails to make payments when due. C) Lock-up of job site may constitute extra charge for rescheduling of workers and subs. 15) LEGAL FEES In any legal action on this contract, the prevailing party shall be entitled to reasonable attorneys' fees and costs not to exceed the amount of this contract. 16) BUYER'S RIGHT TO CANCEL A) If this is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by mailing a notice to the seller. This notice must be postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may keep all or part of any cash down payment, not to exceed the lesser of 5% percent of the cash price or $50. B) Should the Purchaser refuse to permit the Contractor to proceed with the above work after 3 day right of recission period, before or at any stage of the construction or if the Purchaser attempts in any manner to cancel, rescind or repudiate this agreement, the Purchaser agrees to pay the Contractor as liquidated and agreed damages, and not as a penalty, an amount equal to 10% percent of the contract price, in addition to costs incurred by the Contractor in and above the execution or preparation to perform this agreement, provided however, that the total of such damages shall not exceed the entire agreed price. Cancellation of agreement must be in writing, signed by Purchaser. 17) PAYMENTS AND/OR FINANCING A) Purchaser agrees to make payments according to schedule and in the event any portion of this contract is to be financed, then such financing shall be Purchasers responsibility. Contractor may, at it's option assist Purchaser in obtaining financing, check credit status and prepare loan papers. Purchaser agrees to sign all documents and pay all fees required by lending institution or agencies and endorse all payments promptly upon the request of the Contractor. B) If performance hereunder does not proceed due to lack of financing; Purchaser agrees to reimburse Contractor promptly for any costs expended on purchasers behalf plus 10% C) The Purchaser shall, at the request of the Contractor, make required payments as outlined in progress schedule and/or change -orders and such billings shall be due and payable within 5 days of said billing date. All sums due Contractor not paid when due shall bear interest at the maximum statutory rate allowed by law including any collection costs and shall be subject to a filing of "claim of lien" including cessation of all work. 18) INSPEC.TIONS Contractor shall advise and request building inspections as required by municipality and in certain instances advise Purchaser if entry to job site shall be required by building officials. Purchaser assumes responsibility to make job site accessible upon notification by Contractor. In the event Purchaser fails to accommodate Contractor, then Purchaser agrees to reimburse Contractor for any delays and expenses in procuring said inspections. 13) Final inspection is subject to local municipal or county ordinances which may require that all improvements be painted. When painting is not part of this contract, then the Contractor may submit bill for fmal payment and a final "waiver of lien" affidavit at completion of job. Final inspection will be provided at owners request prior to expiration of permit. 19) EXTRA WORK / "CHANGE ORDERS" Should a Municipal Inspector require any additional work or changes from approved plans and permits, preceding or during the construction phase, not part of prior written agreements, then said extra work shall be considered a "CHANGE ORDER" and owners agree to pay for required changes not to exceed contractors costs plus 30%. 20) COMPLETION A) If, after substantial completion of the work, final completion thereof is materially delayed through no fauh of the Contractor or by the issuance of Change -Orders affecting final completion, or extra work by Owner, the Purchaser shall, upon application by the Contractor, and without terminating the contract, make payment of the balance due for that portion of work fully completed. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. B) Purchaser agrees to make full and final payment or if applicable, sign completion papers required by lending agency upon notification from Contractor that all tenns and conditions as described here -in have been completed Contractor to furnish to Purchaser a final waiver of lien document and swom affidavit that he and all subs have been paid in full upon receipt of final monies due as prescribed by Florida Lien Law, Chapter 713.06(3). C) Completion shall also constitute by occupancy of that portion of the building upon which work has been performed or used by Purchaser or any person or parties designated by the Purchaser herein to use said area. 21) WARRANTY & ASSIGNMENT Contractor reserves the right to assign any portion of the proceeds due under this contract. The express warranties contained herein are in lieu of all other warranties. NOTICE AND RIGHT TO CURE DISCLOSURE Florida law contains important requirements you must follow before you may file a lawsuit against a contractor, subcontractor, supplier or design professional for an alleged construction defect in your home. Sixty (60) days before you file your lawsuit, you must deliver to the contractor, subcontractor supplier or design professional written notice of any construction conditions you allege are defective and provide the contractor, subcontractor, suppliers, or design professionals the opportunity to inspect the alleged construction defects and make an offer to repair or pay for the alleged construction defects. You are not obligated to accept any offer made by the contractor, subcontractor, suppliers, or design professionals. There are strict deadlines and procedures under Florida law, and failure to follow them may affect your ability to file a lawsuit . ESTIMATE DETAIL COSTCODE GeneralCost.xls 1/15/16 Sitework sw1 STAR / LABOR & MATERIALS 1.00 LF Subtotal Sitework Mechanical 15400 PLUMBING - Fixtures by owner. 1.00 15500 HEATING, VENTILATING, AIR 1.00 ea. CONDITIONING Subtotal Mechanical 0.00 0.00 25,000.00 25,000.00 0.00 0.00 25,000.00 5,000.00 0.00 0.00 2,200.00 2,200.00 0.00 0.00 1,500.00 1,500.00 0.00 0.00 3,700.00 Electrical 161102110 Electrical -Modifications & New 1.00 Ea 0.00 0.00 2,800.00 installations Subtotal Electrical 0.00 0.00 2,800.00 2,800.00 2,800.00 Estimate Total 0.00 0.00 31,500.00 31,500.00 CONTRACTORS OVERHEAD 10% CONTRACTORS SUPERVISION & PROFIT: 10% 3,150.00 34,650.00 3,465.00 38,115.00 TOTAL CONTRACT DETAIL 38,115.00 FISHMAN - STAR -ADDENDUM TO CONTRACT Material Labor Other Total Costcode Description Quantity Unit $ $ $ $ Sitework sw1 STAR / LABOR & MATERIALS 1.00 LF Subtotal Sitework Mechanical 15400 PLUMBING - Fixtures by owner. 1.00 15500 HEATING, VENTILATING, AIR 1.00 ea. CONDITIONING Subtotal Mechanical 0.00 0.00 25,000.00 25,000.00 0.00 0.00 25,000.00 5,000.00 0.00 0.00 2,200.00 2,200.00 0.00 0.00 1,500.00 1,500.00 0.00 0.00 3,700.00 Electrical 161102110 Electrical -Modifications & New 1.00 Ea 0.00 0.00 2,800.00 installations Subtotal Electrical 0.00 0.00 2,800.00 2,800.00 2,800.00 Estimate Total 0.00 0.00 31,500.00 31,500.00 CONTRACTORS OVERHEAD 10% CONTRACTORS SUPERVISION & PROFIT: 10% 3,150.00 34,650.00 3,465.00 38,115.00 TOTAL CONTRACT DETAIL 38,115.00 ESTIMATE DETAIL COSTCODE GeneralCost.xls FISHMAN /STAR CONSTRUCTION 1/15/16 REVISED 11/28/2016 Sitework SW1 STAR / LABOR & MATERIALS 1.00 LF Subtotal Sitework 0.00 0.00 25,000.00 25,000.00 0.00 0.00 25,000.00 25,000.00 Mechanical 15400 PLUMBING - Fixtures by owner. 1.00 0.00 0.00 2,200.00 2,200.00 15500 HEATING, VENTILATING, AIR 1.00 ea. 0.00 0.00 1,500.00 1,500.00 CONDITIONING Subtotal Mechanical 0.00 0.00 3,700.00 3,700.00 Electrical 161102110 Electrical -Modifications & New installations 1.00 Ea 0.00 0.00 2,800.00 2,800.00 Subtotal Electrical 0.00 0.00 2,800.00 2,800.00 Estimate Total 0.00 0.00 31,500.00 31,500.00 CONTRACTORS OVERHEAD 10% CONTRACTORS SUPERVISION & PROFIT: 10% PROJECTED COSTS BY OWNER Windows & Doors Bath Tile Skylights & Light fixtures Toilet & Vanity -Sink Paint Materials 3,150.00 34,650.00 3,465.00 38,115.00 2,650.00 650.00 750.00 470.00 450.00 Subtotal Items by Owner 4,970.00 TOTAL PROJECT COST: 43,085.00 .. ... . . . . . .. • • . • . . . .. ... .. . . . .. • ... .. • .. • . • • . • • . .. . • . • ... • . .. . . . . . . . • . .. . . . . .. .. .. . •. • . • ... • • • . ... • • • • • • • • • • • • • ... • • • • . . • • . • • • • • .. .• • • • •. .. 0.. • • • 0.. • • FISHMAN - STAR - ADDENDUM TO CONTRACT Material Labor Other Total Costcode Description Quantity Unit $ $ $ $ Sitework SW1 STAR / LABOR & MATERIALS 1.00 LF Subtotal Sitework 0.00 0.00 25,000.00 25,000.00 0.00 0.00 25,000.00 25,000.00 Mechanical 15400 PLUMBING - Fixtures by owner. 1.00 0.00 0.00 2,200.00 2,200.00 15500 HEATING, VENTILATING, AIR 1.00 ea. 0.00 0.00 1,500.00 1,500.00 CONDITIONING Subtotal Mechanical 0.00 0.00 3,700.00 3,700.00 Electrical 161102110 Electrical -Modifications & New installations 1.00 Ea 0.00 0.00 2,800.00 2,800.00 Subtotal Electrical 0.00 0.00 2,800.00 2,800.00 Estimate Total 0.00 0.00 31,500.00 31,500.00 CONTRACTORS OVERHEAD 10% CONTRACTORS SUPERVISION & PROFIT: 10% PROJECTED COSTS BY OWNER Windows & Doors Bath Tile Skylights & Light fixtures Toilet & Vanity -Sink Paint Materials 3,150.00 34,650.00 3,465.00 38,115.00 2,650.00 650.00 750.00 470.00 450.00 Subtotal Items by Owner 4,970.00 TOTAL PROJECT COST: 43,085.00 .. ... . . . . . .. • • . • . . . .. ... .. . . . .. • ... .. • .. • . • • . • • . .. . • . • ... • . .. . . . . . . . • . .. . . . . .. .. .. . •. • . • ... • • • . ... • • • • • • • • • • • • • ... • • • • . . • • . • • • • • .. .• • • • •. .. 0.. • • • 0.. • • STAR CONSTRUCTION CO., INC. 2155 N.E. 124th STREET NORTH MIAMI, FL. 33181 TEL- Dade, (305) 893-4101 TEL- Broward, (954) 966-0051 FAX: (305)893-9865 E-mail: Starco@bellsouth.net State licensed & Insured CRC:010047 MEMBER: BETTER BUSINESS BUREAU MEMBER: NO.MIAMI CHAMBER COMMERCE MEMBER: POSTAL CARRIRES SO. FLORIDA WWW.CONSTRUCTIONBYSTAR.COM 12/7/2016 TRANSMITTAL LETTER Miami Shores Village Building Department 10050 N.E. 2nd Ave. Miami Shores, Fl. 33138 Attn: Mr. Ismael Naranjo, Building Official Re: Permit No. RC -5-16-1479 Dear Mr. Naranjo: In response to your Building Critique Review, we herein are submitting documents as required. To conform to your protocols, we have attached cost estimates for labor, materials, overhead and profit, including all sub work We have also previously submitted a copy to Miami Shores Village of the Contract between owner and contractor. Sincewe are in privety with the owner, and have a fiduciary and confidential relationship , we do not normally provide this info to third parties_ Our contracts are based on a " Stipulated Sum" and we normally do not reveal our costs or profits to the buyer. Being a GC yourself, you may have had the same issues. Also, all our sub work is within the scope of our contract and there are no separate agreements between owner and our subs. We did include all the costs & specifications including sub work with the construction detail summary submitted. Please advise if there are any more issues. Your attention to expedite this matter will be greatly appre- ated. eonard ' = dman, Pres.& Qualifier Star Construction Co.,Inc. • • • • ' : . . . ' . . . • • •• ••: : :• .• • • ••. • .. • • • • •• • ..• •. • ' •'• •. . • ••• • ••• • .. ••• • • • • •.•.• • • • • • • • • • • : • . • • 000 . • • ESTIMATE DETAIL CATEGORY FISHMAN-GeneralCost ds 12/6/16 Material Labor Other Total Description $ General / 0.00 0.00 0.00 0.00 iti Or Engineer -Mechanical - Energy statements, etc. 0.00 126.25 650.00 776.25 "If Ar hitect-plans etc. 0.00 126.25 2,200.00 2,326.25 Supervision Contractor, plan processing. 0.00 68.75 1,650.00 1,718.75 Portable toilet 0.00 0.00 181.25 181.25 Final cleanup 0.00 0.00 1.56 1.56 Dumpster, per load, large, ind haul 0.00 0.00 562.50 56250 Subtotal General 0.00 321.25 5.24&31. 5,566.56 5itework Walkways, concrete, 4 in thick, high quality Subtotal Sttework 1,998.00 2,760.00 100 2,760.00 264.00 264.00 Winn 5,022.00 Concrete Wire mesh, gaiv. 6x6, WL4xWL4, 0.3 Lb/Sf 360.00 246.00 0.00 606.00 Expansion joint, premolded, asphalt, 1/2"x6" 1A6.00 138.00 0.00 28440 Subtotal Concrete 506.00 384.00 0.00 890.00 Masonry Concrete Masonry Units, toad bearing 266.00 550.00 0.00 816.00 Subtotal Masonry 266.00 550.00 0.00 816.00 WoodPlastks Metal Furring, utility, 16" oc, 1"x2" 800 1,606.80 Subtotal WoodPlastics 868.00 1,60620 ThermalMoisture Batt insulation, 6", foil face, R-19 Wail insulation, perlite,1" thick Subtotal ThennatMoisture 0.00 020 • •• • OOOOOO OOOO : 720.00 ••• ••-14.tib • • •• 0.00 48Q.00 • • • • 392.00 0.00 • • • 1,20240: • • : • wood • • . • 0.00 •• •••••• ••• • •• ••• •• • ••• • • • • • ••• • . • • • • • • •• .• • •• .• ••• . 2,47420 ],✓474.80 1,134.00 872.00 2,006.00 Finishes Exterior stucco, l" thick 79.80 446.90 0.00 526.70 Hardee WP. 1/2", ceiling, ind tape &finish 650.,00 604.80 0.00 1,254.80 Hardee WP., 1/2", walls, ind tape & finish 880.00 1,135.38 0.00 2,015.38 Subtotal Finishes 1,609.80 2,187.08 0.00 3.796.88 Mechankal PWMRIAIG-Package-Water pipe & Drain. 0,00 0.00 550Q00 HEATING, VENTIIATING, AIR CONDffONING 1,650.00 300.00 200.00 Subtotal Mechanical 1,650.00 300.00 5,700.00 Electrical Installed, 110 V outlet with cover 498.80 859.40 0.00 1,358.20 Installed, 220 V outlet 252.70 257.81 000 51051 Recessed lights, basic 468.16 797.52 0.00 1,26568 Wall fixture, exterior 113.06 82.50 0.00 195.56 Subtotal Electrical 1,332.72 1,997.23 0.00 3,329.95 Estimate Total 9,430.52 10,912.36 11,209.31 31,552.19 Contractors Overhead & Operating costs: 10% Contractors Supv. & Profit: 10% MATERIALS PROVIDED BY OWNER: Windows & Doors Bath Tile skylights & Light fixtures Plumbing fixtures Paint materials Subtotal Items by Owner, TOTAL PROJECT COST: Ge.or EdY4i ' 1 2/7/1 6 3,155.20 3,470.72 650.00 750.04 f 470.00 A'l /J� 1 450.00 vv 4,970.00 ; • • • • • • • • `... • • .•......00 .. • •. •.• •: •• • • •.• • ••. •• . . • •••• .•. •• ••• •.• .. •• •• • • • •• •• •• • • • •• .. . ••• • • • • ... • • ... • • • .:• • . • • •• • • • • • • •..•.• • • • .•• • • • 34,707.39 38,178.11 43,148.11 General 010201200 General 010203160 General 015004400 Portable toilet General 017001100 Final cleanup General 018001115 Dumpster, per load, large, incl haul Sltework 025004120 Walkways, concrete, 4 in thick, high quality Concrete 032201210 Wire mesh, galv, 6x6, W1.4xW1.4, 0.3 Lb/Sf Concrete 032504150 Expansion joint, premolded, asphalt, 1/2"x6" Masonry 042001510 Concrete Masonry Units, Toad bearing WoodPlastics 061001180 Metal Furring, utility, 16" oc, 1"x2" ThermalMoistu 072102220 Batt insulation, 6", foil face, R-19 ThermalMoistu 072102350 Wall insulation, perlite, 1" thick Finishes 092001350 Exterior stucco, 1" thick Finishes 092501310 Hardee WP. 1/2", ceiling, incl tape & finish • • ••Flpishes • • • . 092501 330 Hardee WP., 1/2", walls, incl tape & finish • I11echanicai 145400 c • • PLUMBING -Package -Water pipe & Drain. • ; • • IVI@chaniU"`t5500 • 1-IEATING, VENTILATING, AIR CONDITIONING • Electrical • 16010434. • installed, 110 V outlet with cover •••a• • • • Rectrical `•"160104128. • •Installed, 220 V outlet • •• '..; Aectrical • • • • 165002128 • • `Recessed lights, basic • 6lectric>dl••••165002A4a••"•Wail fixture, exterior •••••• •• • • • •••••• • •••• • •••• ••• •• • •• • " •••••• • • • • •••••. r�nyurvorrv:c�,mm�wt - Clicray Sli1ta111a11 W, at G. Architect -plans etc. Supervision Contractor, plan processing. • • 1.00 1.00 1.00 1.00 1.00 600.00 600.00 100.00 100.00 780.00 600.00 800.00 10.00 560.00 800.00 1.00 1.00 10.00 1.00 8.00 2.00 Hr Hr 0.00 Hr 0.00 Mon SfFI 0.00 0.00 Ea Sf Sf Lf Sf Sf Sf Sf 0.00 1,998.00 360,00 146.00 266.00 868.00 720.00 480.00 Sy Sf 79,80 650.00 Sf 880.00 0.00 1,650.00 Ea 498.80 Ea 252.70 Ea 468.16 Ea 113.08 1.000 1.000 0,000 0,000 0,000 48,000 3,800 2.000 8,000 23.400 6.000 5.600 6.500 8.820 18,400 5.000 12.500 3.750 11.800 1.200 126.25 126.25 68.75 0.00 0.00 0.00 2,760.00 246.00 138.00 550.00 1,806.80 414.00 392.00 446.90 604.80 1,135.38 0.00 300.00 859.40 257.81 797.52 82.50 850.00 2,200.00 1,650.00 181.25 1.56 562.50 264,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,500,00 200.00 0.00 0.00 0.00 0.00 776.25 2,326.25 1,718.75 181.25 1.56 562.50 5,022.00 606,00 284.00 816,00 2,474.80 1,134.00 872.00 526.70 1,254.80 2,015.38 5,500,00 2,150,00 1,358.20 510.51 1,265.88 195.56 FISHMAN - STAR Material LabOr ` Labor, Other TOTAL Division Costcode Description Quantity Unit Cost Hrs Cost Cost Cost, General 010201200 General 010203160 General 015004400 Portable toilet General 017001100 Final cleanup General 018001115 Dumpster, per load, large, incl haul Sltework 025004120 Walkways, concrete, 4 in thick, high quality Concrete 032201210 Wire mesh, galv, 6x6, W1.4xW1.4, 0.3 Lb/Sf Concrete 032504150 Expansion joint, premolded, asphalt, 1/2"x6" Masonry 042001510 Concrete Masonry Units, Toad bearing WoodPlastics 061001180 Metal Furring, utility, 16" oc, 1"x2" ThermalMoistu 072102220 Batt insulation, 6", foil face, R-19 ThermalMoistu 072102350 Wall insulation, perlite, 1" thick Finishes 092001350 Exterior stucco, 1" thick Finishes 092501310 Hardee WP. 1/2", ceiling, incl tape & finish • • ••Flpishes • • • . 092501 330 Hardee WP., 1/2", walls, incl tape & finish • I11echanicai 145400 c • • PLUMBING -Package -Water pipe & Drain. • ; • • IVI@chaniU"`t5500 • 1-IEATING, VENTILATING, AIR CONDITIONING • Electrical • 16010434. • installed, 110 V outlet with cover •••a• • • • Rectrical `•"160104128. • •Installed, 220 V outlet • •• '..; Aectrical • • • • 165002128 • • `Recessed lights, basic • 6lectric>dl••••165002A4a••"•Wail fixture, exterior •••••• •• • • • •••••• • •••• • •••• ••• •• • •• • " •••••• • • • • •••••. r�nyurvorrv:c�,mm�wt - Clicray Sli1ta111a11 W, at G. Architect -plans etc. Supervision Contractor, plan processing. • • 1.00 1.00 1.00 1.00 1.00 600.00 600.00 100.00 100.00 780.00 600.00 800.00 10.00 560.00 800.00 1.00 1.00 10.00 1.00 8.00 2.00 Hr Hr 0.00 Hr 0.00 Mon SfFI 0.00 0.00 Ea Sf Sf Lf Sf Sf Sf Sf 0.00 1,998.00 360,00 146.00 266.00 868.00 720.00 480.00 Sy Sf 79,80 650.00 Sf 880.00 0.00 1,650.00 Ea 498.80 Ea 252.70 Ea 468.16 Ea 113.08 1.000 1.000 0,000 0,000 0,000 48,000 3,800 2.000 8,000 23.400 6.000 5.600 6.500 8.820 18,400 5.000 12.500 3.750 11.800 1.200 126.25 126.25 68.75 0.00 0.00 0.00 2,760.00 246.00 138.00 550.00 1,806.80 414.00 392.00 446.90 604.80 1,135.38 0.00 300.00 859.40 257.81 797.52 82.50 850.00 2,200.00 1,650.00 181.25 1.56 562.50 264,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,500,00 200.00 0.00 0.00 0.00 0.00 776.25 2,326.25 1,718.75 181.25 1.56 562.50 5,022.00 606,00 284.00 816,00 2,474.80 1,134.00 872.00 526.70 1,254.80 2,015.38 5,500,00 2,150,00 1,358.20 510.51 1,265.88 195.56 bopb 1z\obl Miami Shores Village �ob Building Department ��,� 3\� 0 4. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 O4��d/,,Tel: (305) 795-2204 Fax: (305) 756-8972 0 N. INSPECTION UNE PHONE NUMBER: (305) 762-4949 BUILDING wrli PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 117 i"' ..t. q aLIt- S7 City: Miami Shores County: RECEIVED MAY 27 2016 17:).W. MO- FBC 20/1/ S"#i Master Permit No -(/6 - III 77 Sub Permit No. fl REVISION ❑ CHANGE OF CONTRACTOR D EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS , Miami Dade z733 13-r folio/Parcel#: 1 t -3 ID (' 13- 71 go Is the Building Historically D Yet Occupancy Type: Load: Construction Type: Flood Zone: BFEFFE: OWNER: Name (Fee Simple Titleholder): _67e/21g_, �► S' `(Ai tiA4 Phone#: `) F/-�- 7S.3 _ ).id/ Address: 1 D 3 19. & .1-9 G`G.r--1 City: fa.rM 1 Si teS [ State: L W7-4 Phone#: Tenant/Lessee Name: Email: Zip: 3 1.3r CONTRACTOR: Company Name: Address: S I AR Construction Co. JQc. 2155 N.E. 124th Street No. Miami, FL 33181 tel. (305) 893-4101 Phone#: City:State: Zip: p� Qualifier Name: �j. rQ� 4A -J Gr. N Kf ! - Phone#: Sg - Lib°1 State Certification or Registration #: VLC (/ 1 Ooli-Cert tate of Competency #: ! qv �l DESIGNER: Architect/Engineer:ecL 30 CA9-C iL `� 1 b Z] �� O �� Phone#: 3 � " `� 7J7 Address: 0 `� s ' tV ' '- S //�� 3 !' , �' City: /v�i�-�''1 I State: � • Zip: 33 t 3 r Value of Work for this Permit: $ v� , ! i J Square/Linear Footage of Work: E1cI.s1 • CSc.� Co _ j 66 Type of Work: 0 Addition Alteration 0 New ❑ Repair/Replace 0 Demolition Description of Work: I2t? (,u,o-ce .e-( 0 C eplu ✓ `7 c 4 i.A G, -ra S'(0 a/c) moi/ 2Q ..-r t Cite /Q Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ IRatAcarlm hahni Al I { Bonding Company's Name (if applicable) N )//t Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,/a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no • : approved and a reinspection fee will be charged. Signat OWNER or AGENT Signature The foregoing instrument was acknowledged before me this . The foregoing instrument was acknowledged before me this `20 P1 day of 4 Of - by day of 4-y by ----"St-C-4441) I„ M4t,A"'G.-LAMA-0Jwh is personally known me or who has produced as me or who has produced identificatio who did take an •ath. identification and who did tak an oath. NOTARY PU LI : NOTARY KJ Sign: Print: Seal: as Sign: Print: Seal: **i*i****i******iiiii*************iii*******************************************i iii*ti iitM*****Mt APPROVED BY (Rnvicnrin7 habm a1 Plans Examiner Structural Review Clerk Miami Shores Vinage Building Department CONTRACTORS' REGISTRATION IF CONT CTOR ISA FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT C. V C9PY OF LIABILITY INSURANCE* COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder. MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: C114.- CC9A-/-5 TA -0 C-11. 0.tJ (70- (N C_ BUSINESS ADDRESS: / 1^� .- A M. STATE(, ZIP BUSINESS PHONE: f ) )MG/0 1 FAX NUMBER'b. fl ?3 .- q��r CELL PHONE (o5T )V4-'1/ p/ QUALIFIER'S NAME: 0 4‘-'141.- 1 C' QUALIFIER'S LIC NUMBER: C -1 . C D ( /D 0 (4 7 RICk SCOTT'. GOVERNOR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD !CENSE NUMBER he RESIDENTIAL CONTRACTOR amed below IS CERTIFIED nder the provisions of Chapter 489 FS. xpiration date: AUG 31. 2016 FELDMAN. LEONARD C STAR CONSTRUCTION CO INC 2155 NE 124TH STREET NORTH MIAMI FL 33181 ISSUED: 07101/2014 DISPLAY AS REQUIRED BY LAW Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 3600633 BUSINESS NAME/LOCATION STAR CONSTRUCTION COMPANY INC 2155 NE 124 ST NORTH MIAMI FL 33181 OWNER STAR CONSTRUCTION COMPANY INC Worker(s) 2 RECEIPT NO, RENEWAL 3762359 SEQ # L1407010001746 LBT EXPIRES SEPTEMBER 30, 2016 Must be tlisplave:i at place of business Pursuant to County Code Chapter 8A - Art- 9 & 10 SEC. TYPE OF BUSINESS 196 SUB -BUILDING CONTRACTOR CRCC10O47 PAYMENT RECEIVED BY TAX COLLECTOR 545.00 07/09/2015 CHECK21—I5-085153 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Mumu -Dade Code Sec ha -276. For more information, visit www miamidadtgojaxcoHector A o® CERTIFICATE OF LIABILITY INSURANCE DATE (MM 5/5/20 6�) 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 poiicy(ies) 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 W.F. Roemer Insurance Agency, Inc. 3775 NW 124 Avenue Coral Springs FL 33065 CONTACT NAME Certificate Department PHONE FAX 954-731-8438 N 954 -731Z566 Ext): (A/C.No): hAIC "D IS: certificates@roemer-ins.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : National Builders InsuranceCo. 16632 INSURED STARC-1 Star Construction Company, Inc 2155 NE 124 Street North Miami FL 33181 INSURER B : GLP 0021923 08 • INSURERC: 5/6/2017 INSURER D : 51,000,000 INSURER E : INSURER F : X 1693805951 • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTRR TYPE OF INSURANCE DDL I,NSD SUER- VI/D POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP IMIAIDDIYYYY) LIMITS A x COMMERCIAL GENERAL LIABILITY GLP 0021923 08 • 5/6/2016 5/6/2017 EACH OCCURRENCE 51,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $100,000 MED EXP (Any one person) 55,000 PERSONAL & ADV INJURY $1,000,000 GE AGGREGATE POLICY OTHER: LIMIT APPLIES JE PER: LOC GENERAL AGGREGATE 52,000,000 PRODUCTS - COMP/OP AGG 52,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALLOW IED TOS HIRED AUTOS SCHEDULED AUTO NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEO - RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y1 N N N 1 A WCV 0071182 056 8/31/2015 8/31/2016 X ATUrE µ ER EL EACH ACCIDENT $100,000 E.L. DISEASE - EA EMPLOYEE $100,000 E.L. DISEASE - POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Certified Residential Contractor, License #CRC010047 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE C441A, --4,0 ACORD 25 (2014/01) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD U.S. DEFAFtTMENT OF HOMELAND SECURITY FEDERAL %EMERGENCY MANAGEMENT AGENCY Nati rnat Flood Insurance Program Important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE ^ Al. Building Owner's Name GEORGE F. & NANCY A. FISHMAN Policy- Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 103 NE 99 STREET Company NAIC Number: City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 15 & 16 BLK 16 "AMENDED PLAT MIAMI SHORES SEC 1" PB 10, PG 70 MIAMI-DADE COUNTY A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat'25.866331 °N Long. 80.195243°W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) ,Square footage of crawlspace or enclosure(s) 1148 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1595 sq in d) Engineered flood openings? ❑ Yes ® No • RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance: A9. For a building with an attached garage: a) Square footage of attached garage 570 sq ft b) Number of permanent flood openings in the attached garage Within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES - 120652 B2. County Name MIAMI-DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086 C 0302 L 09/11/2011 Effective/Revised Date' Zone(s) AO, use base flood depth) 09/11/2011 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined, ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 1:1 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?. Designation Date: N/A ❑ CBRS 0 OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* 12 Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: MIAMI DADE BM #N-568 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same a's that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) 12.75 N/A. N/A. 10.99 11.04 10.4 10.5 h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. ® feet ❑ feet ❑ feet ® feet ® feet ® feet ® feet ❑ feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ' ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name JAC GOMIS License Number 6231 Title•SURV(EYR & JVIAPPER CompanyName ROYAL POINT LAND SURVEYORS, INC Address 6NW 153 STREET- STE 321 City MIAMI LAKES State FL ZIP Code 33014 Signatur Date 05/14/2015 Telephone 305-822-6062 FEMA Fo86-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. V VV V on 1 IV I• VVI%111 I1..11n1 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY.leSE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 103 NE 99 STREET Policy Number: City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Numb=er': SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides o Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comment ELEVATI( E & LONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS +11.14'. N ITEM C2 -e DENOTES A/C SLAB ELEVATION. Signature I' Date 05/14/2015 SECTN E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A' (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the`lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is - 0 feet . 0 meter's 0 above or 0 below the HAG. b) Top of bottom floor (including basement crawlspace,or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is . 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best'of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 0 Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify'elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ _ A community official completed Section,E fora building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items'G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 0 feet 0 meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters Datum G10. Community's design flood elevation: 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ® Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 103 NE 99 STREET Policy Number: City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photographs date taken: 05/14/15 FRONT VIEW REAR VIEW • .. LEFT SIDE VIEW REAR GARAGE VIEW • • • FEMA Form 086-0-33 (7/12) Replaces all previous editions. • • • • • •. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. GARAGE VIEW N/A VENT VIEW N/A •••••• . . . • ,••• • ••• • .... . •••• ••.. •••• •.. . • • • • •. • • •• • • •• • • • 9.. • • • • • • .•...• •.• •... .... • • .. . • •• • • • •. :.... . • • • i•• • • • ... • •..• • • • • • • • •• • • • •• FEMA Form 086-0-33 (7/12) Replaces all previous editions. STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Viiiage Building Department SURVEY AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • • ...•.. The undersigned Affiant, C 24 hs ,does hereby attest that ' • • • .' :'•....• . • ...... •• ' (Property owner) l ...... :•••••:• • The attached survey, performed by Ro y/.a , pot t J r l_ ►� t i%yo j; •,cam ;• •' • •' .................................. • • , •••• • (Name of surveyor's company) ...... • • • . • • • ; .• .• • • • • ...... • . ••• Performed on -(/14 It( (date of survey) is an accurate representation of the existing condifons and • locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first Providing a survey Tess than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may vie zoning or building code regulations. The Affiant further understands that the existence of any such For address: 1O3 M. Ccj s-� • . . •• • sre may affect final er. Affiant applicable to this or other permits. Property aTner Signature SWORN TO AND SUBSC Affiant is personally kno Revised on 5/22/2009/ Revised on 6/12/09 Property Owner Print Name e this 4 day of produced as identificati BOUNDARY SURVEY Property Address: 103 NE 991H. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: Lots 15 and 16, Block 16, of "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1" according to the plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Standards, of Practice (5J-17 FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and cal; ulatiori.ska c14Setl geometric figure was found to exceed this requirement. •..• : .... •• 5) Foundations and/or footings that may cross beyond the boundary Tines:ef the parcel herein•• described are not shown hereon. • • 6) Not valid without the signature and the original raised seal of a Florida.1,j0gnsed;�euyeyor ad.• Mapper. Additions or deletions to survey maps or reports by other thag.the sigrai,ng:party•®f•• parties are prohibited without written consent of the signing party or parties. •• •• 7) Contact the appropriate authority prior to any design work on the her ih:Ci?scribed' parcel. t9 : • Building and Zoning information. • . . 8) Underground utilities are not depicted hereon, contact the appropriat&dui;hority.•ptio; to any • design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami -Dade County Benchmark #N-568. Elevation = +9.65' 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 -0302 -L -SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) GEORGE F. & NANCY A. FISHMAN B.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. LO) R1 cEA V .Ell — MAY 27 2016 Field Date: May 14, 201 Job# RP -15-426 : • Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAND SURVEYORS, --INC. 6175 NW 153`d STREET, SUITE 321, MIAMI LAKES, FLOR•!DA 33014 Phone: 305-822-6062 * Fax: 305-827-9669 Page 1 of 2 F:\BOUNDARY-SURVEY-NOTES\103 NE 99 STREET - MIAMI SHORES - NTS.doc w Z 4 U) Z BOUNDARY SURVEY SCALE: 1" = 20' FIP-. 1/2" > No I.D. pl LOT -14 BLOCK -16 7 15' ALLEY PER PLAT 105478' LOT -13 BLOCK -16 1�ti X 9' H1DE PAVED ALLEY • 0.2'X •••• 0 w IJ tQCK-16;