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WS-13-1715Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION 2 Permit No. -I is - Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: c) �E, I z �, City: Miami Shores County: Miami Dade Zip:i aP,,_:, Folio/Parcel#: ®��?(Z) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): P�l �� QU UX1111-') Phone#: 3-516 _+_+_+a6f112 Address: 100.E 0 o City: --qState' 1" Zip: b% Tenant/Lessee Name: �� Phone#: Email: CONTRACTOR: Company Name: 0f>- S b Phone#: k� jC>i000 Address: 41) �, LAO City: ® 1 State Zip: Qualifier Name: �oi, r`1 Phone#• State Certification or Registration #SCI- \-b\ Certificate of Competency #: Contact Phone#-4CQ-Ac:��"2A Email Address: DESIGNER: Architect/Engineer: Phone#: zrz) Value of Work for this Permit: $ Square/Linear Footage of k:® Type of Work: ❑ ❑Alteration New *epai eplace ❑Demolition Description of Work: c 0r1_Q Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $kki Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 1®l.J eus 6 I -ap Mortgage Lender's Address 101 Mo lz- (Pf PH f (F_1c> c—& - City _S 10 L4 X F7` C -`.S State SOL L" Zip—_33L_t � Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab /elf such posted notice, the inspection will not be approved and a reinspection fee will be charged. _ / Z Signature V Signature)�"- er o Agent The foregoi g instrument was acknowledged before me this day of , 20 Z by AND�0-,-> CL4arj , 0 who is personally own to me or who has produced L \ 1%6As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: C My Commission APPROVED BY PATRICIA AREVALO M'Y COMMISSION # EE012886 EXPIRES October 01, 2014 Contractor The foregoin instrument was acknowledged be�'Trt this, day of 20, by n ��� who is personally known to me or who has produced UQ as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: I— �f My CommisEqZ: PATRICIA AREVALO MY COMMISSION # EE012886 EXFIRES October 01, 2014 Zoning Clerk 1* CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self -performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: �A 13d MfI4 % C.� f' E - af--1 PERMIT ADDRESS: 1_ 1'4 Arv&-)L,+e,- FOLIO NUMBER: I I --;55— 0' - - FLOOD ZONE: �C BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): I � COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) O TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): z �� 0 °® VALUE OF PRINCIPAL STRUCTURE (attach appraisal): R OWNERS SIGNA DATE: 13 PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows/Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners/Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre -damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built-in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool 44, Property Search - Report Property Information: Folio 11-3205-019-0370 Property Address 10050 NE 12 AVE Owner Name(s) ANDREW CURZON Mailing Address 10050 NE 12 AVE MIAMI SHORES FL 33138 - Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,380 Lot Size 12,148.78 SQ FT Year Built 1953 Full Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 16 & E5FT OF LOT 15 BLK 177 LOT SIZE IRREGULAR OR 13310-331 0587 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $221,527 $175,596 $146,330 Building Value $161,364 $180,209 $180,209 Market Value $382,891 $355,805 $326,539 Assessed Value $382,891 $355,805 $326,539 Benefits Information: - Current Previous Previous 2 Benefit Type 2013 2012 2011 Homestead Exemption $25,000 $0 $0 Second Homestead Exemption $25,000 $0 $0 Note; not all benefits are applicable to all Taxable Values (ie County, Schoo€ 601r€t, G ty, Regional), Disclaimer: Page 1 of 2 MIAMI-DADE COUNTY OFFICE OF "THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera Property Appraiser Aerial Photography 2012 N Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$332,891 $0/$355,805 $0/$326,539 School Board $25,000/$357,891 $0/$355,805 $0/$326,539 city $50,000/$332,891 $0/$355,805 $0/$326,539 Regional $50,000/$332,891 $0/$355,805 $0/$326,539 Sale Information: Date Amount OR Book -Page Qualification Code 3/2010 $410,000 27212-4604 Sales qualified as a result of examination of the deed 5/1987 $133,200 13310-0331 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Thu Jul 25 2013 http://gisweb.miamidade.gov/PropertySearch/printMap.htm 7/25/2013 without three id D PARTMENIT OF HOMEILAND SEC U.S.URITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expires March 31, 2012 FL1002.0413EC SECTION A - PROPERTY INFORMATION I For Insurance°Company Use: I A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENCE A5. Latitude/Longitude: Lat. N25d52'05.61 Long. W80d10'25.43 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1862 sq ft a) Square footage of attached garage 517 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 14 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 1512 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 1 MIAMI-DADE Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12086C - 0306 L 9/11/2009 09/11/09 X and AE 8 NGVD1929 (Zone AE) 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 (Describe) B11. Indicate elevation datum used for BFE in Item 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings- ❑ Building Under Construction` ® Finished Construction -A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones Ai -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specked in Item AT Use the same datum as the BFE. Benchmark Utilized B-400: AC4679 : 6.72 Vertical Datum NAVD1988 Conversion/Comments THE ELEVATIONS SHOWN BELOW HAVE BEEN CONVERTED TO NGVD1929 Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.20._® feet meters (Puerto Rico only) b) Top of the next higher floor WA �,cf feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ x❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.92._0 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9.99._0 feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.69._0 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 9.77. _E] feet rj meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A _Q feet rL�I meters (Puerto Rico only) structural support 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 elevatii information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Q Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a licensed land surveyor? ❑Yes ® No Signature FEMA Form 81-31, Mar 09 1/2010 P: 305.668.6169 See reverse side for continuation. No. 4512 EN Replaces all previous editions Pale 2 of 3 (not valid without all three pages) 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 10050 NE 12TH AVENUE City State ZIP Code Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. CommentWhis Elevation Certificate and the information hereon is for floodinsurance purposes only. It is only valid for the person or persons named on this certificate_ and k should not be ed for planning or construction FL1002 0413EC (rev.0 2/13/2010) Centerline Road Elevation: 9.31 A-ARgrz-- 2/13/2010 [1 Check here if attachments 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 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 N/A _ []feet ❑meters ❑above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is N!A []feet []meters []above or Hbelow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Secti Items 8 and/or 9 (seees 8-9 of Instructions), the next higher floor . (elevation C2.b in the diagrams) of the building is N/A . _ [:]feet LJ meters E]a above or below the HAG. E3. Attached garage (top of slab) is NIA ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N/A _ ❑ feet ❑ meters ❑ above or ❑ 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? ❑ Yes ❑ No ❑ 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, 8, and E are correct to the best of my know/edge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ 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 and G9. 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 -G9) 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 ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building ❑fe-et ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Page 3 of 3 (not valid without all Building Photographs FL1002.0413ECSee Instructions for Item A6. ✓ for Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 10050 NE 12TH AVENUE City State ZIP Code Company NAIG Number MIAMI SHORES FL 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. Front Property Picture 2/10/2010 Rear Property Picture 2/10/2010 Right Property Picture Left Property Picture Florida �i 14475 N.W. 26 Avenue Storm Opalocka. Florida 33054 888-9990.685-9000 Panels Fax: 685-7511 SOLD TO: Name (Address City➢ �► State Zl Phone (Home) (Work) AGREEMENT Full payment k due at the 9" of brutaliatbn and or delivery In cash. or check drawn to U.S. Bank or Culler Check. (1) Oo rat algnl title agreement before you read It or U It contains any blank spaces. (2) Yousr*&MWfnanex02wpycW1*AWasr ntycualpn. Executed In three copies, one copy of which was delivered to, and receipt is hereby acknowledged by buyer, this dam of Salesman , Purchaser , Any overdue balarme not pale trill be subject to a 1 112 % service fee per month. Further reasm"ble at6sme)/s fees and collection coats W3 be charW In order to seem Ws account "YOU. THE BUYER. MAY CANCEL. THIS TRANSAC- TION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DAY OF THIS TRANSACTION." PRICE WILL BE PROTECTED FROM INCREASE FOR DAYS No. of Opening Opening Z� Amount �� � Width Helght 01 tag &C-rcc�l 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 TOTAL t�'Z_�° ( ) Sub i otal K -- I V LOP - - Sales Tax Deposit installatlon Balance %M•rjQ' 107/30/20121128022281CC13115030 - y> The SPECIALTY `STRUCTURE CONTRACTOR';- - Named below IS CERTIFIED Under the provisions of ChapterE,„ Expiration date: AUG 31, 2014 C A A REVILLA, ENRIQUE. FLORIDA STORM 'PANELS INC 14475 NW 26 AVE OPA LOCKA FL 33054 RICK SCOTT REN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW ACQI ,� CERTIFICATE OF LIABILITY INSURANCE 4� 22/2013'""° '' PRODUCER (3 05) 2 0 -14 24 Pau Am AaBuraa@e Agency, Saa 5100 Sunset Drive Mi ami FL 33173-3433 THIS CERWI : ' SUED RIGAS A F INFORMATION ONLY AND t NFAS NO HTS UPON THE CERTIFICATE HOLDER, MG CERTIFICATE DOES NOT AMID, EXTEND OR ALTER THE AFFORDED By THE POLIO BELOw- INSURERS AFFORDING COVERAGE MAIC 9 INSURED FLORIDA STORM PAML,S, MIT. 14475 NW 26TH AVMMB OVA-LOCRA FL 33054- INSURER A: NORTB POINTE XNSURA= CO INSURER B; DR1P=PTE= TI+TdMP-WCE CO I I D. I E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTtiMTHSTANAING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTffqCATE 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. AGGREGATE LIMITS SHOWN MAY HHAVEEBEdREDUC4M BY PAID TYPE OF INSURANCE POLICYCLICY NUMBIEI POM DAT EFFECinlfi EEXWPMMA 1I: IY1) INTO A GEdMALUAmU'n EAN =—Imncum3 1.000, 000 $ j ! 100,000 8 CRtCIAI, LIAIIII.ITY �p r� .on ! S'000 MAW WW 1.2CJ OCCUR 20941211 37 11/12/2012 11/12/2013 &AW INJWYg 11000,000 .PERSONAL WINIVIAL AGGREGATEg 2,000,000 GEM1. AGGREGATE UMrr APPLIES PER: FROOLIM • OWMP AN $ X POLY F1 Ci 7 LOC AUTCUD= LIAWJw ANY AUTO / / J / COMBINED SINGLE LIMIT ! (Es awn nt) BODILY INJURY S (P& ) ALL OWNED AUTOS SCHEDULM AUTOS / / J J BODILY INJURY S (par aOO ) HM AUT09 NON -01 V AUTOS / / / / PROPERTYDAMAGE S GARAGE LCL' AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC S ANY AUTO / / / / AUTO ONLY: AGO ! 0IMBREELA LIAB1t1111Y OCCUR CLAIMS MADE / / J J S AGGREGATE $ DSDUCrtSLE / / / / MENTM s 9 T A+n 830-14374 04/01/2013 04/01/2014 A X °TM LL EACH ACOMW $ 11000,000 ANY PROPRIETORIPARTtMEXECUTWE ILL D13EASB-EALSPL $ 11000,000 OFFWAPA UMMEXCLUDEW If ye& e Urwlet SPr;CLUPRMION$b4w E,L.oLSBASE- POLICYLIIir I S 1,000,000 OTKER DE wTION OF OPERATIII ILOCATIIIN MCLESSEXCLUSIIy ADOI;O BY I3d00RGOMM SPECIAL PROVISIONS Znatalled Sto=w Panels Miami Shoran Village 10050 N8 2 Avenue AA{�CORD 25 (MM *"j IAI8m (0100.03 (3 0 5) 7S6-8972 SHOULD ANY OF 191E ABOVE DESCRY POLICIES N CANCELLED BEFORE THE EVMTM DATE F, THE t99U1NG MUM NU TO MAIL DAY9 NO: TO THE CER1TiM M HOLDER NAMED TO THE LEFT, BUT FAILURE TO OB tMPl= N0.08LIGATION OR LUl8I M OF ANY KIND UPON THE AU'MRIZED 38- ELE=CTRONIC LASER FORMS, INC. - DN 1988 PaW 1 o12 I adMi0 MG ®EPEC w DIg� BLDG DEPT TO COMPLIANCEWITH RLL FEDERAL EGUTATIONS �SUBJECT STATE AND COUNT`S RULES A ND i�4 to����Z r .n . MIAMPDADE " MIAMI DARE COUNTY, FLORIDA s PRODUCT CONTROL SECTION Q DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) htt.P;11 ww.mIamIdade.gaY& pnomy Universal Impact Windows & Doors, Inc. 1675 W. 318T Place Hialeah, FL 33012 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 area other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 "Rebecca" Aluminum Outswing French Doors w/ wo Sidelites — L.M.L APPROVAL DOCUMENT: Drawing No. W04-81, titled "Series REBECCA Alum. Outswing French Door (L.M.I.)", sheets 1 through 1 i of 12 (includes sheet 4.1 of 12), prepared by AL—Farooq Corporation, with revision "E" dated 02/14/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section 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 LIMITATION: 1. See sheets 2, 3 & 4 for applicable Design Pressure (DP) ratings. Lower DP ratings shall apply when doors are mulled w/Sidelites; 2. Two (2) manually operated Flush Bolts item #22 (top/bottom) are required at Single (active leaf) and Double doors (both active and in -active leaves). 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 No. 11-0308.01 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. larrracumEca r _'� NOA No. 12-0524.09 U M-IS'.(y Expiration Date: May 19, 2015 1 Approval Date: August 02, 2012 Page I Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-051&06) 2. Drawing No. W04-81, titled "Series REBECCA Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11 (includes sheet 4.1 of 11), prepared by AL—Farooq Corporation, with revision "E" dated 02/14/12, 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 PA 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 SFBC, PA 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum French door w/ sidelites, issued by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6240, dated 10/13/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 10-05.18.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Small Missile Impact Test per FBC, TAS -201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing double French doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4145, dated 09/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05--0104.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 01/14/11, 03/03/11 and last revised on 05/05/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 11-0720.10) 2. Glazing complies with ASTM E 1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, (PERA). E-1 Environment, and Regulatory Affairs Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0524.09 Expiration Date: May 19, 2015 Approval Date: August 02, 2012 Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 114624.02 issued to E.I. DuPont DeNem urs & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc, for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex � Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying. with FBC 2010, dated 01/31/12, signed, sealed and issued by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-6240, dated 10/13/10, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Jorge A, Causo, P. E. (Submitted under previous NOA No. 11-0308 01) 3. Laboratory compliance letters for Test Report No. FTL-4145, dated 09/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 050104.04) G. OTHERS 1. Notice of Acceptance No. 11-0308.01, issued to Universal Impact Windows & Doors, Inc. for their Series "Rebecca Aluminum Outswing French Doors w/wo Sidelites -- L.M.I.", approved on 07/07/11 and expiring on 05/19/15. Jaime D. Gascon, P. r. Product Control Section Supervisor NOA No. 12-0524.09 Expiration Date: May 19, 2015 Approval Date: August 02, 2012 E-2 HEAT STRENG'D CLASS 090' PVB WTERLAYER BAFLEX mG By 'SOLUTIA' 3/19' HEAT SIRENG'D GLASS SILICONE DOW CORNING 998 %ODW CORNING 798 9 GLASS TYPE 'A' 7/15. OVERALL LAM. GLASS v z F o �8 h I 41 Hrf 11M THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. ql SHUTTERS ARE NOT REOUIRED. a�f w N_ SERIES REBECCA a ALUMINUM OUTSWING FRENCH DOOR R �_ SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. t5 aj SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEETS 3 & 4. 3 LOWER VALUES FROM SIDELITE (NARROW/WIDE STILE) CAPACITY CHART .n OR DOOR CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. LNL= 2 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. B 3/16° HEAT STIZENG'D GLASS 3/18' HEAT 511iENG'0 GLASS REQUIREMENTS.000" OF THEWFIORIOA BUILDING CODE WCLUOIN6�HIGH VELOCITY HURRICANE ZONE (HVHZ). ` SO4T INTERLAYER 090' PVP V13BY''DUWTERLAYER 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY g SENTRYGUS BY 'OUPONT' BUTACRE PVB BY 'DUPONT' B € TO TRANSFER LOADS TO 171E STRUCTURE. 3/19' HEAT STRFNG'O GLASS 3/19' HEAT STREMG'D GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONDTRONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 998 DOW CORNING BOB NOT PART OF THIS APPROVAL. DOW CORNING 798 DOW CORNING 793Ell j, GE 1200 j. GE 1200 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a u cd MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT g COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE < m u o 4 REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. i EW. A 35782 GLASS TYPE 'BGLASS TYPE 'C' BubdingOo� C 7/18' OVERALL IAM. GLASS 7/18' OVERALL. LAM. GLASSO p drGtYing RO. GLAZING OPTIONS PtCaT // W04-81 (ty, 11 2Q1 meet -1of 11 39 1/2• MAX. 75 7/8` MAX. V SNOB DOOR FRAME WIDTH DOUBLE DOOR FRAME WIDTH �� m 38 3/4• MAX. 34 3/4' (4) HEAD ANCHORS z LEAF WIDTH 38 3/4' LEW WIDTH AT MTO. STILE ENDS O qty 28 3/18' jQ SURFACE APPLIED LEAF STH 26 3/18' SURFACE APPLIED 01� FALSE MUPTNS FALSE MUNTNS - 01 OPOa SS 3' 8' � 3• MAY BE USED A .� $ MAY BE USED a6 Allhk IN—ACTIVE \ m � I I �� o_ a NOTE: p n ^ M ro �� ^ TOP & BOTTOM FLUSH BOLTS OF ACTIVE AND INACTIVE LEAF 2 � � � � TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING. / `27 N \ I fillM g _ ��13' 8' MAX. �d HEAD HEAD/SDA SILL CORNERSHEAD SILL CORNERS 0 n 7/8• MAX DOUBLE DOOR OPNO. WIDTH (X) (XX) o� DAM FRAME FRAME FRAME oo?� �aa��� PRODDCyTI�REIRS13D GLASS D.L.o. rnMs. eaBdlogCoBa--vt _ D.L.O. HEIGHT FRAME HEIGHT — 12.582• ��Fr. JAV 1 AHNAD-FIX PE DAA. WIDTH (X DOORS) FRAME WIDTH — 13.312" CIVIL. i DAA. WIDTH (XX DOORS) _ (FRAME WIDTH — 23S'7/2 BY Dedo i5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W04-8 DECLARATORY STATEMENT DCA05—DEC-219 J� S y sneer 2 of11 DOORS LOAD CAPACITY — PRY SINGLE DOORS (X} OL9&5 TYPE (iLAB6 TYPE GLASS TYPE DOOR Dues. A' 'c' EXL(+) DLT.(-) EXT.(+) TNT.(-) EXT.(+) NT.(-) 37-1/2' 98-3/4" 88.0 88.0 - 85.0 88.0 BS.O 79.0 38-t/2° 98-3/4° 85.0 75.0 6 DOORS LOAD CAPACITY — PSF DOUBLE DO Rs {XS) n / DOOR DIA89 TYPE CLASS TYPE A• B• 61A88 TYPB .C. EXT.(+) INT.(-) EXT.(+} INT.(-) I✓ C 8$A 85.0 88.0 88A �� D 5.0 78.0 / u / ACTIdE d 2t d 1 \ ii 21 I^ \ B DOORS LOAD CAPACITY — PSF DOUBLE DO Rs {XS) la / DOOR DIA89 TYPE CLASS TYPE A• B• 61A88 TYPB .C. EXT.(+) INT.(-) EXT.(+} INT.(-) EXT.(+) TNT.(-) Ad 8$A 85.0 88.0 88A 1✓ 5.0 78.0 88.0 75.0 DOORS LOAD CAPACITY — PSF DOUBLE DO Rs {XS) la / DOOR DIA89 TYPE CLASS TYPE A• B• 61A88 TYPB .C. EXT.(+) INT.(-) EXT.(+} INT.(-) EXT.(+) TNT.(-) Ad 8$A 85.0 88.0 88A 1✓ 89A 75.0 86.0 78.0 88.0 78.0 / u t ---- d 1 \ ii 21 \ TI 1� 11 \ DOORS LOAD CAPACITY — PSF DOUBLE DO Rs {XS) DOOR DIA89 TYPE CLASS TYPE A• B• 61A88 TYPB .C. EXT.(+) INT.(-) EXT.(+} INT.(-) EXT.(+) TNT.(-) Ad 8$A 85.0 88.0 88A BBA 78.0 89A 75.0 86.0 78.0 88.0 78.0 DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS �EUTE WIDTH INCHES FRAMENARROW/WIDE HEMW INCHES STILE SIDBLME WITH DOOR EM.(+) WT.(-) 32 34 38 37 39 42 44 80 88.0 79.0 69.0 79.0 68.0 78.0 68.0 73.0 61.8 71.3 97.4 882 84.8 632 32 34 36 37 39 42 84 68.0 78.0 88.0 78.0 68.0 79.0 88.0 78.0 61.8 71.3 97.4 682 32 34 36 37 39 so 68.0 79.0 66.0 78.0 68A 79.0 S" 789 619 71.3 32 34 38 37 65.0 1 73.0 68.0 79A 118-3/4 65.0 7S0 65.0 78 0 NOTE: FOR DOOR CAPACITIES SEE SHEET 2. FOR SIDELITE WITH DOOR CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SEE SHEET 4.1 FOR SIDELITE WIDTHS. (OXXO) NARROW S UZ BIDELITE WITH DOOR drawing no. W04-81 NOTE: FOR DOOR CAPACITIES SEE SHEET 2. FORS DELITE WITH DOOR CAPACITIES SEE SHEET 3. FOR SIDELITE WITH SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHARTS WILL APPLY TO ENTIRE SYSTEM. SEE SHEET 4.1 FOR SIDELITE WIDTHS. 0 NARROW STnE SIDELITE WITH SIDELTTE SURFACE APPLED FALSE MUMINS -\ MAY BE USED \ OA OVERALL FRAME WIDTH 36 3/4- M 3/4' LFAf' WIDTH DESIGN LOAD CAPACITY - PSF SIDEIJTES WITH SIDEUTES - NOM. WHE IDT INCHESINCHESWIDTH FRAME FOCHT INCHES NARRO& STILE WIDE STILE WITH BTDIISTB SIDELTTI SDDELITS WITH SIDRIM EXT.(+) INT.(-) EXT.(+) WL(-) 32 34 36 37 39 42 44 6o 65.0 78.0 95.0 78.0 85.0 75.0 95.0 75.0 85.0 78.0 88.0 78.0 65.0 75.0 88.0 78.0 61.6 71.3 91.8 71.3 87.4 88.2 87.4 88.2 84.9 832 64.8 W2 32 34 36 37 39 42 84 85.0 75.0 65.0 75.0 85.0 78.0 65.0 78.0 88.0 73.0 85.0 78.0 65.0 no 88.0 76.0 61.8 71.3 61.8 71.3 57.4 8&2 57.4 66.2 32 34 36 37 39 90 85.0 78.0 65.0 78.0 68.0 78.0 65.0 75.0 65.0 75.0 65.0 78.0 65.0 75.0 68.0 75.0 61A 71.3 81.8 71.5 3Z 34 $8 37 98-3/4 68.0 no mo 75.0 65.0 73.7 65.0 no r 65.0 71.9 88.0 78.0 r 65.0 71.1 65.0 TSA NOTE: FOR DOOR CAPACITIES SEE SHEET 2. FORS DELITE WITH DOOR CAPACITIES SEE SHEET 3. FOR SIDELITE WITH SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHARTS WILL APPLY TO ENTIRE SYSTEM. SEE SHEET 4.1 FOR SIDELITE WIDTHS. 0 NARROW STnE SIDELITE WITH SIDELTTE SURFACE APPLED FALSE MUMINS -\ MAY BE USED \ OA OVERALL FRAME WIDTH 36 3/4- M 3/4' LFAf' WIDTH LEAF WIDTH13" 3- 9" 3 MAX. Su O I /II - $� n c as NARROW iq WIDE SIDEUTE O to T OJ 1 Z W g F a 21 It 7741 � W n_, \ 8q555555,, F-�QN / 11 j-RACTNE \ IN -ACTIVE \ NAR E M NARROW ii WIDE 11 I \ Swan SIOEUTE II � II• II / II B ii \ C li u 4" i 1 i 283/18' D.I.. OPO. D.L OPO. D.L OPR Dl 72 7/8' MAX DOOR OPNO, WIDTH 75 7/8' MAX. NOM. SIDEUTE WIDTH NOM. SIDEUTE WIDTH (XXOO) Ug °� Enpe: dAYA� ' �I 1'RADUCI'REVI813fl �CAk�tB � � 537 �em11GroFlOddO � .� k � drawing no. WME STH.Eall W04-81 SIDELITE WITH SIDELITE sheet 4 of 19 8' MAX HEAD/SBJ. O I CORNERS $� n c as NARROW iq WIDE SIDEUTE O to T OJ 1 Z W g F a 21 7741 � W 8q555555,, F-�QN Ug °� Enpe: dAYA� ' �I 1'RADUCI'REVI813fl �CAk�tB � � 537 �em11GroFlOddO � .� k � drawing no. WME STH.Eall W04-81 SIDELITE WITH SIDELITE sheet 4 of 19 it ■_ I11� I - I � � ��:�---~'�I��.� ��'JJJIIIIIl..�, � 1 � � �� ( L -� �i`�1� ���l�l--'- .������ t —moi ___.. �� j l ��!f�!. �::�,� dry I r METAL_. RE I Emi: DIST. \ ET 1 TYPICAL ANCHORS O SEE ELEVATIONS FOR SPACWO 18W EDGE �{ MIAMI -DAA COUNTY APPROVED II :COAG. g1 11 CLIPP® MULLION 11 NOA CCC a u METAL_. RE I Emi: DIST. VV [(a m O 18W �{ MIAMI -DAA COUNTY APPROVED II g1 11 CLIPP® MULLION 11 NOA CCC a u LrrnIm aNCHOIs TYPICAL ANCHORS d) SEE SEE ELEVS. O FOR SPAM aNG FOR sPACIaK1 TYPICAL ANCHORS ! FOR SPACtNG ig WOOD BUCKS AND METAL STRUCTURE NOT BY UNIVERSAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND }, TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' OIA. ULTRACON 8Y 'ELCO' (Fa -177 KSI. Fy-IW KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY M 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY m 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY LIJx O 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED CUPPED MULLIONS (MIN. THK. - 1/8% (NO SHIM) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R TYPICAL EDGE DISTANCE 1 INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. © INTO METAL STRUCTURE - 3/4" MIN. cd $ v ALTERNATE t +J CONCRETE AT HEAD, SILL OR JAMBS f'c - 9000 PSI MIN. 1 S C-90 HOLLOW/FILM BLOCK AT JAMBS Pm - 2000 PSI MIN. 4L < m u o m I crilL 18 i3 EnPReDucrizvowpr:.IAVAD AMC Ii \ HatlBC CAA SZNo 09'70582 .. ' .IYPK:AL ANCHORS t+Tlemi Dads t.. ".. C drawing no. EDGE• SEE ELEV. FOR SPACING W04-81 DOOR DETAILS sheat $ of 11 woo rolls i/4' MAX. Cat ANCHORS ELEV. SPACING ALT. DOOR FRAME JAMB 1,4• MAX PRD17lR.T tlwitLH6VI��wPloti� �f(r. �AFcdnD �AN. P7W92 1 DOOR DETAILS i 2012 04 CL M drawing na. W04-81 sG –c r. uniiu� �i,nnii it ` VII � 147{ {{ �ipc („-, �—���. �f"�l�a�in �Ilt Dili��k.��- !��,� ■ �� lir � IBM v � . A7 ` _NARROW-�§ � -J-. ■ , P14 w , _ _8", _ __a 14"o MAX �$ Aa „ •� ' � § � § ` B - - . lei 0O. «'4 ©1 moo. $ A ____ _ _ SOW T _ _ . NOW _ wvrH¢ § § SEE SHM / ■ § QED § k � '� nJ) • ,o § m .A 0 00 _-_ _ ___ _ _ |■k ©MM W1DrH _ ms 4.1 ' ■ §■a I ; . . k§§ e■, Cub � � �� E"11 JO ` • _ � ' | | $ ■ sn un DEmIS __egg 4.000 ' �00 o9a 2..9—I I. 50 M--1.985 C� FRAME HEAD —4.094 1.750 o7s 1�-- 3.50o DOOR LEAF HEAD & SILL 3.913 2A00� .079 A78 1.750 1.750 2694 4.094 NARROW SIDELITE STILE DOOR LEAF JAMB SIDE a. 1.623 t4.6W57.6A8' 88 2'�1.756 TM ---4.603 rr71 U THRESHOLD TYPE 1 1.823 1.500 .M8 T— .062 4.000 n3- THRESHOLD TYPE 2 1894 375 .062 COVER TOP & BOTTOM 250 .122 1.547�t DOOR LEAF LOCK SIDE J�1� 078 TYP. 1.474 GLASS ADAPTER .549 .078 7YP.— .9-x21 �! 1.075 GLASS STOP 3.800 r— i365 .078J I SHEAR PLATE DOOR FRAME JAMB I VAI, ALT. DOOR FRAME JAMB SIDELITE SIDE FRAME I C74 ALT. SIDELITE SIDE FRAME .780 .080 1800 FRAME SCREW COVER 2 o r o � o 1 2- g10-24 X 1/2° FH SELF DRWM SCREWS 3 PIECE HINGE iPROW= R F oy >lati&12- 76a4. �' lBdlomt Daae Ihodact Cmnrol drawing no. W04-81 ITBM PART B QUANTUY DESCRIPTION MATERIAL MANF./SUPPLIER/R2MARA8 1 UA -1089 AS REGD. FRAME HEAD 8083-T6 2 UA -1092 2/ LEAF TOP AND BOTTOM RAIL 6063 -TB 3 UA -1094 1 DOOR FRAME SILL TYPE 1 8083-T8 3A UA -10948 1 ' DOOR FRAME SILL TYPE 2 6083-T8 - 4 UA -1108 AS REGDi NARROW SIDEUTE STILE SOS3-T6 - 5 UA -1096 2/ LEAF SNAP COVER TOP & BOTTOM RAO. 8083-T5 - 6 UA -1091 2 DOOR FRAME JAMB 6063 -TB - BA UA -10818 2 ALT. DOOR FRAME JAMB 6083-T8 7 UA -1099 AS REGO; SIDELITE SIDE FRAME 6083-76 7A UA -10998 AS REGD. ALT. SIDELITE SIDE FRAME 8083 -TB - 8 UA -1000 1/ LEAFJ DOOR LEAF JAMB - HINGE SIDE 6083-T8 9 UA -1093 1/ LEAF DOOR LEAF - LOCK SIDE 8063-T8 _ to UA -1098 4/ LEAF ,MMB STIFFENER 8083-T6 4" LONG 11 A-4008 AS REOO' I SHEAR PI ATE 0 ANCHOR LOCATIONS 6063-T5 6-7/8" LONG 12 - AS RECD. GLAZING TAPE SPACER (1/8' X 3/8' X I" LONG) - 4- FROM 00NME & AT UWAN OF VERIOUS 13 - AS RECD. WEDGE GASKET VINYL - 14 UA -1102 AS REGO. CLASS ADAPTER 6083-T6 18 UA -1101 AS REQOJ GLASS STOP 8083 -TB 18 S-7800 AS REQD FIN -SEAL WEATHERSTRIPPING - .187 X .330 17 TP -463 AS ii= BULB WEATHERSTRIPPING. OUROMETER 73 VINYL TEAM PLASTICS INC. iB UA -1103 AS REOD GLAZING WEDGE, DUROMETER 70 EPOM TREMCO 19 UA -1097 2/ LEAF CENTER HINGE WITH SS PN 6063-T8 1 10' FROM TOP & BOTTOM 20 UA -1098 2/ LEAF• TOP & BOTTOM HINGE WITH SS PIN 6063-T8 10' FROM TOP & BOTTOM 21 - 1 DEAD SOLT LOCK SET - WESLOCK NTL & SCHiAGE LOCK 00. 22 - 2/ MANUALLY OPERATED FLUSH SOLT (ACTNE/INACTIVE) ZINC CAST DELTA ANO. 23 - 1 CONVENTIONAL DOOR KNOB SET - WESLOCK NTL & SCHLACE LOCK CO. 24 - 2/ LEAF 3/8- DNI. THREADED ROD STEEL - 26 010 X 1' AS REGO. FRAME ASSY. SCREWS - PAN HEAD SMS 26 #8 X 1-1/4" AS RECD. GLAZING ADAPTER SCREWS. AT S" FROM ENDS & 12' O.C. - FH SELF DRILLING 27 UA -1104 1 AS REOM FRAME SCREW COVER I - SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SEALANT. LOCKS: MANUALLY OPERATED FLUSH BOLTS AT TOP AND ITEM#® BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILE WITH OPERATORS AT 12" AND 76" FROM BOTTOM. DEAD BOLT LOCK BY WESLOCK INTL OR HARLOCK WITH ALUM STRIKE PLATE ITEM# 21 AT ACTIVE LEAF LOCK STILE 45" FROM BOTTOM KEY OPERATED ON EXT. AND THUMB TURN ON INTERIOR. CONVENTIONAL DOOR KNOB BY WESLOCK IML OR HARLOC WITH ALUM STRIKE PLATE ffm#© AT ACTIVE LEAF LOCK STILE 38' FROM BOTTOM. NOTE: FLUSH BOLTS ON ACTIVE & INACTIVE LEAF MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. t m ODUC17RINEW BrovrWT BSI °eNa 1 1;ii wafter Control - mi y C4 Fg� n drawing no. W04-81 z tl n ¢IOELITE STILF TOP CORNER o z� JAR CORNER a N 28 ,LEAF CORNER g f Fell e l l jjO1 ^ � aaN mage d 125 aamumie ODOR SILL CORNER cmvL!TE STILE 90TTOM OORIIV. IAM NER g FM PC iti411 ! 00992 13 PROIUCrCtUMtUegw esCOVOYI8w9AFlofld9 ® 3 Baitdin8 ?�q'.� drawing no. ^ D !Z�?W04-81 p MAY 1 y 2012 sheat t t ar r r k 1 A. RAMMS ENGINEERING, 2100 W-76 ST., HIALEAH, FLORIDA Robert S. Monsour, P.E. FI # 1 1955 / 0006024 DESIGN WIND LOADS (LBS/SQFT) FOR INC. Kd=.85 FLORIDA BUILDING CODE, 2010 ASCE 7-10 MIAMI DADE COUNTY 175 MPH WIND ZONE Height Maximum Interior & Exterior Zones (4&5 -Walls) Positive Pressures Exposure D For the- 175 mph Wind Zone CATEGOUT H BVMDINC,S WITH .6 ADJUSTMENT or, Tributary 40 -0.99 Height -(Maxi um 60 =0.96 Effective WindArea or Tributa Area in S uare Feet 10 20 30 40 50 60 1.00 .0.95 0.92 0.89 0.88' 0.86 -49.6 15 . -47.9 48.9 46.7 45.4 44.5 418 43.2 -53.3 20 -51.D 51.3 49.0 47.6 46.7 45.9 45.3 -57.7 25 -53.9 53.2 50.8 49.4 48.4 .47.6 47.0 30' 30 -57.3 55.1 52.6 51.2 50.1 49.3 48.7 -53.3 40 -62.9 57.9 55.3 53.8 52.7 51.9 51.2 -56.8 50 50 60.3 1 57.6 56.0 54.9 54.0 53.3 -60.0 .60 -58.4 62.2 1 59.4 57.8 56.6 1 55.7 1 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height Maximum 10 -1,10 Effective Wind Area 20 30 -1.05 -1.02 or, Tributary 40 -0.99 Area in Square Feet 50 -0.98 60 =0.96 15 -53.1 -50.9 -49.6 -48.7 . -47.9 -47.4 20 -55.6. -53.3 -52.0 -51.D -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30' -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40- -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7' -61.1 -60.0 -59.1 -58.4 60 -67.5 -64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 - Walls) Negative Pressures -V Exposure D For.the- 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Maximum). Effective WindArea or, TributaryArea in S uare Feet 10 20 .30 40 50 60 -1.40 -1.29 -1.23 .-1.19 -1.15 -1.13 15 -65.5 -61.1 - -58.5 -56.7 -55.3 -54.1 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 .25 -71.2 -66.4 -63.6 =61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72:4 -69.3 -67.1 -65.5 -64.1 50 -80.8 -75.3 -72.1 -69.9 -68.1 -66.ALV 60 -83.3 -77.7 -74.4 -72.1 -70.3 v Length of End Zone (a):10% of least horizontal dimension or .4 h, whichever s �Nller, CQ but notless than 4% of least horizontal dimension or 3 ft. (h = mean roof heig t feet). 8% ABOVE MAY BE TAKEN FOR FLAT