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WS-20-381
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: W'S-02-20-381 Permit Type: Windows/Shutters i nn L�wor-Classification: Window/Door Replacement Permit Status: Approved Issue Date: 02/24/2020 1 Expiration: 08/19/2020 Location Address Parcel Number 1430 NE 102ND ST, Miami Shores, FL 33138 1132050240230 Contacts LESZEK WNUK Owner J&G CARPENTRY INC Contractor 1430 NE 102 ST, MIAMI SHORES, FL 33138 JAMES DAVIS Home: 954-330-8686 Business: 5613335042 Description: CHANGE OUT DOOR 1 NO SIZE CHANGE Valuation: $ 3,587.89 Requests: Inspection tion Re Re Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $118.70 Building Department Copy Payments Date Paid Amt Paid Total Fees $118.70 Check # 35565 02/24/2020 $118.70 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulation 4P0oyin5;*uth�rmore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date February 24, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 ENTERED FEB 21 2 0 BY: p rr FBC 201-7 Master Permit No. *VS '--9z--W - 3 �- 1 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING MECHANICAL PUBLIC WORKS E] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �i 3 O �L. LOCO`-t c et' -'' City: Miami Shores County: Miami Dade Zip: 3 3 WR Folio/Parcel#: tk 3 aos oaH-na'-�© Is the Building Historically Designated: Yes NO Occupancy Type: 3jLjf_ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) -`JCO ',cSc- M �«^d0 Phone#: Q.S(! •33o Address: l43 C) NC l C)N —1 City: o1 - cm ► State: F 1 Zip: 33 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:`Company Name: Phone#: Address: �'�` * Ct `T -`T- City: L = `P(�\ fy-'-��� State: Qualifier Name: } IM S �__-�� Phone#: State Certification or Registration #: 0 65 _Certificate of Competency #: _ Zip: 3r3 !l t ZL DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alterat(on ❑ New Repair/Replace ❑ Demolition Description of Work: � � nU-t(� )n( C[ n0 S � Z,nti— Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I I1 --6 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha. 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 al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAID RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENC 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 exceeds Promise in good faith that a copy of the notice of commencement and construction lien low brochure w� be del vehred picant o lthe persor whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r ' pection fee will be changed. c-- Signature Signatu9�21CONTRArTnR c.OWNER or A ENT The f regoing instru ent was acknowledged before me this day of 4 Q 20 b lJe�1 e- S NUY'an who is personally known to ,- J me or who has produced !1/ i 1/Y.r it n,/,ryS{r as identification and who did take an oath. The foregoing instrument was acknowledged before me this t R day of Lalr—u _ _u 20 by s J Jav who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: - - - �•• , vc. Print: Seal: JEREMYADAMRAMIREZ # * COmmiss #GGM%3 Seal: ro�P,. P�e�0 ANGELA Y0`13 G a9r \o: Expres J* 28,2022 * J * MY COMMISSION 9 FF 951069 F.,"f 6aidedn-st"get*by sw' s c` EXPIRES: Apnl12.2020 APPROVED BY �v" Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050.N. E.2nd Avenue Miami Shores, Florida 331,38 Tel: (305) 795.2204 Fax: (305) 756.-8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: CI Two (2) copies of dmwing of the building, showing loqWon of the windows,,dom and Shutters to be replaces. El Two (2).copies of the Comparison Char% withAffitherequired,inkrinid'Imm (14GA-approval number, size of each openin& (width and height). Opening d6sign pressures, -and design pressures for each co'niponenttalm fromthe itidividual NOA, "Notice, of Acceptance) 0 Two (2) copies ofStateof FWd&4or Miami DOIIe County approvedTNOA for each different components being *sWle& (Windows, Doors, "onr4, Fixed Glass6:Ahutter) ❑ Florida Building code -Existing Bdgdhig sectrctn"70&4 Replacexie#t of win demand doors:;Tbe replacement of garage doors, enq* doors, skyliot, Operative and inq*rative, windows shalfbe designed and c0BWQcfiD&tO comply wI&Chapter 16ofthe Florida BiUng CoAk Buffding- Exceptiol" 2. GOP=`, g.protecelon exception for 1-hgh-VdOcltY HWncam Zones, For one -and two-family dwellingsconr 'n rutted ender c . es Odpricirto Soipteibbirl, 1994, the lacement.of exterior doors wits glazing, Ading glass, doors, glass paho skyjiots, and apwable and inoperable wihdDWS- withm any 12- month pecisod shall not be requp"ed to leave opening Protection provided the aggregate area of the'glizimgin .the replaced' components does ilot exceedIS percent of the gg go! gland,91)e openings area o;. e, mn -ifithe,dwelling or. dwelling unit. 0 Every bkl"m#,UiRhaventleastiegm.openin&neminim openbg,size: .(2V, wide x 24" Wei) 11 If Owner is doing the work. inobide ih6oWner Bwmw Disclosure 13 Requre, bVecti=:B=kCifgekfcr$=,Ix),Framing OdFinaL THEAlfflE REQU M_-,RGJ9TONLY iWqN ARENOT ALLVAMW 0WILLo ER OF T - .AM Revised on U22aW.IUM2614 MEL iami Shores: ViNage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 7568972 Inspection requirements for. Windows, .Doors, Skylights or Fixed Glass (cladding) Perm Upon issuance of permits for the scope of work involving the removal,A= g and/or replacement of any type of windows, doors, sidelites, skylights or fi)md (cladding) -� �' � . f Wig) the permit holder or qualifier ier bearing his signature on the permzt.appbcati©n ski ode by the requirements of this department -and comply with the following -statement: Upon obtaining window .and/or door permits for the installation of same, it is the responsibility of the permit holder to request: window/door framing in progress inspection, prier to.coneealment of any ;hor*ntal or vertical clip rnulho4 bucks, shims, etc. Inspector will also verify. anchor type, edge distance, °embedment.and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: /Owner Signature Q x , lbQU I'S Date Print Name Property Search Application - Miami -Dade County https://www.miarnidade.gov/Apps/PA/propertyseuch/#/report/su... OFFICE Summary Report Property Information Folio: 11-3205-024-0230 Property Address: 1430 NE 102 ST Miami Shores, FL 33138-2622 Owner LESZEK M WNUK DENIESE M MIRANDA Mailing Address 1430 NE 102 ST MIAMI SHORES, FL 33138 USA PA Primary Zone --- 1400 SGL FAMILY - 3001-3250 SQ -- - Primary Land Use - --._...... _.................. _..... __._......................... -- 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/1 Floors --------......................... --.....---._.... Living Units 1 .......... .................................................. --- -..._ 1 Actual Area 3,146 Sq.Ft Living Area - -- 2,510 Sq.Ft -- ......................_... Adjusted Area ......................................... ---- --- ..... 2,669 Sq.Ft Lot Size 11,020 Sq.Ft Year Built 1956 Assessment Information Year .---.................................... _..-----.......................... - 2019 - 2018 2017 Land Value $416,428 _ .._..._..---................. ...... $396,598 $396,598 Building Value $335,093 $188,775 $175,183 XF Value $1,207 .................................................................................................................................................................. $1,224 $1,241 Market Value $752,728 $586,537 $573,022 Assessed Value 1 $752,728 $586,597 $251,324 Benefits Information Benefit _- .............. - Type 2019 2018 2017 Save Our Homes - -- _.... _ Assessment ............... _.._..... _ Cap ---- Reduction $321,698 -- Homestead .................... __......................................... _.. Exemption .... __........................... $25,000 ..................... ...... ..._._.... -- $25,000 Second Homestead Exemption $25,000 $25,000 Widow ---------- --- - -- Exemption ._.._........ _....... -------.................. ......._.__.... $500 - - .._.... -- - Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 6 BLK 3 LOT SIZE IRREGULAR OR 9824-2289 Generated On : 2/3/2020 Taxable Value Information 2019 20181 2017 County Exemption Value $50,000 $0 $50,500 Taxable Value $702,728 $586,597 $200,824 School Board .......................................................... Exemption Value $25'006 ------..._._._.-. $0 -.---- ............................ $25,500 Taxable Value 1 $727,728 $586,597 $225,824 City _-..__-- ............._.........-- ................ Exemption Value $50,000 $0 $50,500 Taxable Value $702,728 $586,597 $200,824 Regional ........... ...._..--....._.._..._...-- Exemption Value $50,000 $0 $50,500 Taxable Value $702,7281 $586,597 $200,824 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/29/2018 -- -.................. 07/12/2017 $930,000 ............... _....................... $675,000 31203-0428 Qual by exam of deed ................. -_..__................... _......_.:..........._--..--- 30618-3335 Qual by exam of deed 10/01/1977 $87,500 09824-2289 :Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM4LI MIAMI, FL 33181 Reviewer: SBBOAD Name Phone 1 MIRANDA DENIESE (964) 330-8686 • Address 1430 NE 102ND ST Phone Company Name • city MIAMI SHORES Job Description DOOR INSTALL FL# 21855.5 State FL Zip 33138 county MIAMI-DADE Page 1 of 7 NO. H6322-201458 J _ U \ i► VI 2020-02-03 09:40 INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARYWe soldreservethe r stomerghttolimitthequantitiesofinerchandise REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REP # SKU QTY UM DESCRIPTION PI TAX P EXTENSION R03 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD / A o $5.88 $17.64 R04 1001-753-877 3.00 EA 2X6-8FT #2PRIME PT GC WEATHERSHIELD / $5.77 $17.31 R05 0000-928-919 3.00 PC 1X6-8FT SELECT PINE BOARD / N $14.48 $43.44* R06 0000-590-603 3.001 EA 1X5-8FT PRIMED FJ BOARD / A N $9.09 $27.27 S/O - MDSE TO BE DELIVERED: REF # S13 ESTI RRIVAL DATE: 03/14/2020 P.O. #22512730 REF # SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION S1313 0000-273-730 1.00 EA NA / NA S/O TM ALUMINUM PATIO /ENTRY ANGLE39 X 82EXTERIOR FINISH = STATUARY BR O STRENGTH = HEAT STRENGTHENED #1 A N $1,967.72 $1,967.72 0 MERCHANDISE TOTAL;, $2 073.38 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLA #I T TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. O� '�\j Check your current order status online at www.homedepot.com/orderstatus * Indicates item markdown Page 1 of 7 NO. H6322-201458 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MIRANDA Page 2 of 7 NO. H6322-201458 INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 02/01/2020 ESTIMATED INSTALL END DATE: 03/02/2020 MERCHANDISE TO BE INSTALLED: REF # SKU QTY UM DESCRIPTION R03 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD R04 1001-753-877 3.00 EA 2X6-8FT #2PRIME PT GC WEATHERSHIELD R05 0000-928-919 3.00 PC 1X6-8FT SELECT PINE BOARD R06 0000-590-603 3.00 EA 1X5-8FT PRIMED FJ BOARD S1313 0000-273-730 1.001 EA S/O TM ALUMINUM PATIO BASIC INSTALLATION LABOR: SKU I DESCRIPTION QTY I UM ITAXI PRICE EACH I EXTENSION 0000-523 -700 PATIO DOOR FL-NAT/HINGED PATIO DR UP TO 72X96 1.00 EA N $444.00 $444.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 38"X 98"/ 1.00 EA N $90.00 $90.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 36"X96"/ 1.00 EA N $145.00 $145.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BUCK PREPARATION 1.00 PAI N $150.00 $150.00 2 BOX INSIDE 1.00 PAI N $150.00 $150.00 INSTALLATION SITE NAME: I MIRANDA DENIESE INSTALL LABOR CHARGE: $994.00 ADDRESS: 1430 NE 102ND ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N • $944.00 PHONE: 954 3308686 ALTERNATE PHONE: 954 3308686 BASIC INSTALLATION LABOR INCLUDES: PRE -INSTALLATION JOBSITE INSPECTION ' INSTALL NEW CUSTOMER PROVIDED SINGLE LAYER INTERIOR CASING '*' CONTINUED ON NEXT PAGE " Page 2 of 7 NO. H6322-201458 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MIRANDA Page 3 of 7 NO. H6322-201458 INSTALLATION #1 k (Continued) REF #101 * DELIVERY WITHIN 30 MILE RADIUS OF STORE AND EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE * REMOVAL OF EXISTING DOOR UNIT CASING/TRIM IS THE SAME SIZE OR WIDER * INSTALL NEW PATIO DOOR UNIT * INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS * INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER CAULKING STUCCO REPAIR, SEE OPTIONS) * INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, * FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION LOCKSET AND KICK PLATE (IF APPLICABLE) ON NEW DOOR * FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON * ADJUST DOOR TO ENSURE PROPER OPERATION CARE OF PRODUCT TO ENSURE PROPER OPERATION * DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS EXISTING DOOR UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 96X96 INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER, DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN 4", PAINT AND STAINING INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT SPECIAL NOTES: * IT MAY BE NOISY DURING YOUR INSTALLATION * THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. * AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION CONTINUED ON NEXT PAGE "* Page 3 of 7 NO. H6322-201458 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MIRANDA Page 4 of 7 NO. H6322-201458 INSTALLATION #1 (Continued) —..,,--, REF INSTALLATION #2 REF # 107 ESTIMATED INSTALL BEGIN DATE: 02/01/2020 ESTIMATED INSTALL END DATE: 03/02/2020 BASIC INSTALLATION LABOR: 5KU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 -442 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM I TAX PRICE EACH EXTENSION 7 1 PERMIT FEE/ 390.001 EAJ N 1 $1.00 $390.00 INSTALLATION SITE NAME: I MIRANDA DENIESE INSTALL LABOR CHARGE: $390.01 ADDRESS: 1430 NE 102ND ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL$390.01 PHONE: 954 3308686 ALTERNATE PHONE: 954 3308686 INSTALLER SPECIAL INSTRUCTIONS: FL# 21855.5 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE • ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY • DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, • CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED SPECIAL NOTES: IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. — CO' KiNUED ON NEXT PAGE Page 4 of 7 NO. H6322-201458 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MIRANDA Page 5 of 7 NO. H6322-201458 INSTALLATION #2 (Continued) + y _ s .11REF#107 INSTALLATION #3 REF # 110 ESTIMATED INSTALL BEGIN DATE: 02/01/2020 ESTIMATED INSTALL END DATE: 03/02/2020 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I UM I TAXI PRICE EACH I EXTENSION 0000-523 -700 PATIO DOOR FL-NAT/SLIDING PATIO DR UP TO 72X96 0.00 EA N $444.00 $0.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM I TAXI PRICE EACH EXTENSION 33 1 LEAD SAFE WORK PRACTICES: EXTERIOR DOOR OR WOOD SLAB UP TO 38"X98"/ 0.371 EAI N 1 $150.00 $55.50 INSTALLATION SITE NAME:`I MIRANDA DENIESE INSTALL LABOR CHARGE: $55.50 ADDRESS: 1430 NE 102ND ST TRIP CHARGE: 1 $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: 1 $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL$55.50 PHONE: 954 3308686 ALTERNATE PHONE: 954 3308686 END OF INSTALL #3 INSTALLATION #4 REF # 111 ESTIMATED INSTALL BEGIN DATE: 02/01/2020 ESTIMATED INSTALL END DATE: 03/02/2020 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 -700 PATIO DOOR FL-NAT/SLIDING PATIO DR UP TO 72X96 0.00 EA N $444.00 $0.00 INSTALLATION SITE. NAME: I MIRANDA DENIESE INSTALL LABOR CHARGE: $0.00 ADDRESS: 1430 NE 102ND ST TRIP CHARGE: $100.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 —CONTINUED ON NEXT PAGE*** Page 5 of 7 NO. H6322-201458 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MIRANDA Page 6 of 7 NO. H6322-201458 INSTALLATIONL-- , -- #4 (Continued) I REF #111 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N INSTALL TOTAL$100.00 PHONE: 954 3308686 ALTERNATE PHONE: 954 3308686 INSTALLER SPECIAL INSTRUCTIONS: TRIP AFTER INSPECTION END OF INSTALL #4 . INSTALLATION a REF # 112 ESTIMATED INSTALL BEGIN DATE: 02/01/2020 ESTIMATED INSTALL END DATE: 03/02/2020 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 -700 PATIO DOOR FL-NAT/SLIDING PATIO DR UP TO 72X96 0.00 EA N $444.00 $0.00 INSTALLATION SITE NAME:'I MIRANDA DENI ESE INSTALL LABOR CHARGE: $0.00 ADDRESS: 1430 NE 102ND ST TRIP CHARGE: $25.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR- rpm $25.00 PHONE: 954 3308686 ALTERNATE PHONE: 954 3308686 INSTALLER SPECIAL INSTRUCTIONS: TRIP AFTER INSPECTION END OF INSTALL #r ITOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): A: 90 DAYS DEFAULT POLICY; 'The Home Depot reserves the right to limit / deny returns. Please see the return policy sign in stores for details.' SALES TAXI $0.00 TOTALI $3 587.89 BALANCE DUE 1 190.00 Page 6 of 7 NO. H6322-201458 Customer Copy • OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES I COMMEXTS I NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 4W 1 39 82 22.21 1 4 1 46.4 1 -50.5 FL21855.5 1 58.0 1 -80.0 1 FRONT ENTRY - L REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30% OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING. EXEMPT FROM 2017 SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT '< 13 FT 3 IN MIRANDA RESIDENCE 1430 N.E. 102ND STREET MIAMI SHORES, FLORIDA TE l� VAII N C D, V t DOOR REPLACEMENT PLAN 01/09/2018 - 12:34pm intern V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg C 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY - 175 MPH E MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING 1 I BASED ONKd=0.85 LNTERIOR ZONE4 PRESSURES Mean DESIGN PRESSURES (PSF) - ZqVE 4 Roof Area of Opening (Sq 5 Height 10 1 40 -5` " -49.1 1 -47.1 -45.9 -45. 0-loft +45.3 +42.1 +41.1 4 :fi• 52.7 -50.5 49.3 -48.3 ` - 15 ft +48.6 +46.4 +45.1 +44.2 +43.5 -55.4 - -51.8 -50.8 -50.1 20 ft +51.1 +48.8 +47.5 +46.5 +45.8 -58.0 -55.6 -54.2 -53.2 -52.4 26 ft +53.5 +51.1 1 +49.7 +48.7 +47.9 -59.5 -57.0 -55.6 -54.5 -53.7 30 ft +54.8 +52A +50.9 +49.9 +49.1 -61.4 -58.8 -57.4 -56.3 -55.5 36 ft 1 +56.6 -62.5 +54.1 +52.6 +51.5 +50.7 -59.9 -58.4 -57,3 -56.5 40 ft +57.6 +55.1 -61.2 +53.5 +52.5 +51.6 -63.8 -59.6 -58.5 -57.7 45 ft +58.8 +56.2 +54.6 -60.7 +53.5 -59.6 +52.7 -65.0 -62.3 -58.7 50 ft +59.9 +57.2 +55.6 -61.7 +54.5 +53.7 -66.1 -63.3 -60.6 -59.7 55 ft +60.9 +58.2 +56.6 +55.4 +54.6 67.1 -64.3 -62.7 -61.5 60.6 60 ft +61.9 +59.1 +57.4 +56. + INTERIOR ZONEW, EXTERIOR 4 [EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 f Area of Opening (Sq Ft t Ight 10 20 30 40 50 -60.7 -56.6 -54.2 -52.5 -51.2 loft +45.3 +43.3 +42.1 -58.1 +41.2 +40.6 -65.1 -60.7 -56.3 -54.9 15 ft +48.6 +46.4 +45.1 +44.2 +43.5 -57.7 -68.4 -63.8 -61.1 -59.2 20 ft +51.1 +48.8 +47.5 +46.5 -62.0 +45.8 -71.6 -66.8 -64.0 -60.4 26 ft +53.5 +51.1 +49.7 +48.7 -63.5 +47.9 -73.4 -68.5 -65.6 ,0 30 ft +54.8 +52.4 +50.9 4 .9 5. +49.1 -75.8 -70.7 -67.7 36 ft +56.6 +54.1 +52.6 + rs, 0. -77.2 -72.0 -69.0 6.8 .1 40 ft +57.6 1 +55.1 +53.5 +52r -78.8 -73.5 -70.4 -68.2 -66' - 45 ft +58.8 +56.2 +54.6 +53.5 1 +52.7 -80.2 -74.8 -71.7 -69.4 -67.7 50 ft +59.9 +57.2 +55.6 +54.5 +53.7 -81.6 -76.1 -72.9 -70.6 -68.8 55 ft +60.9 +58.2 +56.6 +55.4 +54.6 -82.8 -77.3 -74.0 -71.7 -69.9 ft +61.9 +59.1 +57.4 +56.3 +55.4 HT EXPLAINED a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M�KN ROOF PEAK ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN RFOt1TRFn_ ROOF / MEAN a a ROOF 2 f� HEIGHT 1 FI FVATTON EAVE HEIGHT ROOF HEIGHT ® 4 O O 'a-, ISOMETRIC � d (A O o REMARKS DRWN CHKD I DATE I6TH O `z INIT ISSUE GSS TSB 03/05/12 m _ REV-ADJUSTEDHEIGHTS GSS TSB 04/09/12 REV2014 FBC IDGM TSB O6/10/15 � Z z _ UPDATES, 2017 FBC IFLB FLB 12/17 I� rn V 1 cZi THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, K AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXPOSURE D ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE JJ OPENING A RIOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE LURE BELANY QUESTIONABLE OPEAIJ!ON PRTO OVIDED ^NSI Y D THE MORE CRITICAL (EXTERIOR) ZONE 5. Y` 2�. IDENTIFY THE BUILDING M A4 VERA � T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNOT 6I _ FI�D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP R F F' 6s YTO NE T LE VALUE. 6 �^l�7 2. VALID FOR ALL ROO� R�ES'��F SLOB °, EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY AREA"aTT;li OP�EN `IIN U STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHT EG`fIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 3 / 3). 3.1. USE THE AREA BETWEEN STRUCTUfYA OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. '`-GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. P2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS III THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES ISPED HEREIN. 10. THIS SPECIFICATION DOES NOT F�FIER ANY. .PROD� TA ELATION INFORMATION AND APPLICA [CITY TIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH R LS FOR,DESIGW OF THESE TABLE VALUES WHICH IS T E }jgF (ACCORDANCE WITH GOVERNING CODES. 12. ADHERE TO ALL LOCAL IMPACT dR ECTE- 1 6e1,O:Z_ E HOST S. 12. NO CERTIFICATION IS OFFERED 0 EGR F HE HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE ERE ADDIT bCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED LEAST HORIZONTAL DIMENSION O • •: • • PLAN VIEW6 i *4. : • : • • • COMPLEX CORNERS m DGlm O Glnpm� mG)Z-q m -i m� G) m C D to Lnm a D n O�-n 0 MM040 --Imm -qmm m O I--1 (-xo Dz9r lnr-z. (,) Z MO�mo>-X-om2i ITI -1 ,--, 0 3 mE0QwAm3NG)m02 n 4 nDYZ0DODZ.�.� „C1 •n�O�jil0nzF)r.0.-0'm C) W •z•'�j vO-4O2��ZZm mO20 •O�yim' 0m r-zmr.--I D C •�� m..0�4,m m 7o m O pC A°mr G)mD iA m 0 D m m m m A-j m- � Z Ln m z r EDITION FLORIDASUIL©INIG 2017. • ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS 86 CIACDZNG MASTER PLAT S4ET : :•: : ASCE It-rO: ••• •:• :• - ENGINEERING EXPRESS 0 C PORATE OFFICE'. 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM D mu) O D �!w0 _ O p z00 <A Z p Cn 2t m i c O p z m £ FM--i a < W m Florida Buildintl'Code Online •i� :+F.nww f BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications FBC Staff BCIS Site Map Links Search pProduct Approval USER: Public User Product Approval Menu > Product or Aoolicatinn Searcft > Aooljcati,Qp_LLat > Application Detail FL # FL21855-Rl Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 11 Assura Windows & Doors 1543 N. Powerline Road Pompano Beach, FL 33069 (305)887-2646 Ext155 gberos@assurawindows.com Gerardo Beros gberos@assurawindows.com • • •••• •••••• • •••• • •• ••••• •••••• • • ••••• •• •• • •••••• • • • •• • •••••• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez, P.E. ❑� Validation Checklist - Hardcopy Received Certificate of Independence FL21855 R1 COI SS-Assura-French Doors -CI 2017 Ddf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By }mp:11www tloridabuilding.orb'pr/pr_app_dl1.asp>?param-wGFVXQwtDqufj9QzTt6Y'QjIlntPoNN'9FDFk0:AOlchxsxcyczV2eeR69g°o3d°o3d[2/132018 12:10:01 PMI Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 121855.1 r I Method 1 Option D 12/15/2017 12/17/2017 12/19/2017 02/13/2018 Model, Number or Name Description Series "1800" Aluminum Outswing Large missile impact resistant aluminum outswing French door French Door w/wo Sidelite w/wo sidelite. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: See attached drawing W 15-58 for span vs load combinations and installation instructions. t_.__ ._...._.__....-.----------- -__, ;_..-_...._.. - 21855.2 ? Series "La Francais" Aluminum Outswing French Door w/wo Sidelite Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other: See attached drawing W15-70 for span vs load combinations and installation instructions. Installation Instructions Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yec• • • Evaluation Reports •••••• • • FI-2.1.855 R1 AE SS-Scties g800 Alurn Ot• its�wina French •••••• Dcoor (LMI)-PAE 2017.{�df • • • • Created by Independent?Ri:d Party: *s •' • • • • • • Non -impact resistant alt0itiM outswiQggrefljh door'w/wo • sidelite. •••• • •• ••••• • • •••••• • • Installation Instructions • • ... • • EL21855 R1 II SS-La't'antdls Frenctf Door ••••• (NI)-2027U41R_ W15-70.pdf •••••• • • Verified By: Javad Ahmaad P1 470592•• • .•.•;• Created by Independenj Third Party: ts' • • • Evaluation Reports • • • • • • • • • • • FL21855 R1 AE S -La Mri ai Fr n 'r� d6o*r.(NI)-P ' 2 10 7.pddf 0000 Created by Independent Third Party: Yes 21855.3 Series 230 Aluminum Outswing Door Non -impact resistant aluminum outswing door with sidelites. w/ Sidelites r Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-69.7 Other: See attached drawing W 15-33 for span vs load combinations and installation instructions. 21855.4 Installation Instructions FL21855 R1 II SS-230 Outswino Door (N1)-2017 DWG W15 33.o Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS-230 Outswino Door (NI)-PAE 2017.odf Created by Independent Third Party: Yes Series 230 Aluminum Outswing Door Large missile impact resistant aluminum outswing door with w/ Sidelites sidelites. `Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-90 Other: See attached drawing W15-32 for installation instructions. 21855.5 Series 249 Aluminum Outswing Door { w/ Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-141 Other: See attached drawing W 15-30 for span vs load Installation Instructions Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS-230 Outswing Door (LMI)-PAE 2017.pddf Created by Independent Third Party: Yes Large missile impact resistant aluminum outswing door with sidelites. Installation Instructions FL21855 R1 II SS-249 French Door (LMI1-2017_DWG _W-15- 30.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports http/ www.Ilondabtiilditig.org/pr/pr app dtl.aspx9param=wGEVXQwtDquf.19QzTt6YQjHntPoN1'9FDIikO.AOjchxsxcyczV2eeR69g""3d"o3d[2/13/2018 12:16:01 P1,11 Flo; ida Building Code Onli combinations and installation instructions. IME FL21855 R1 AE SS-249 French Door (LM1)-PAE 201.7,pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement Access i bility Statement :: 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 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 public 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 are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: C rpirl t Caro, Safe LTA.. awl http://www.flor dabuilding.ag/pr/pr app dtl.aspx?param GEVXQwiDqurj9QzTt6YQjl ImPoNY9FDI kOAQjcliasxcvczV2eeR69gon3doo3d[2113 2018 12:16:01 PM] s. AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT November 22, 2017 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Assura Windows & Doors, LLC .....• Series "La Francais" Aluminum Outswing French Door w/wo 3iftfte - Series 230 Aluminum Outswing Door w/ Sidelites - N.I. 0 4, Series 230 Aluminum Outswing Door w/ Sidelites — L.M.I. ,•••:. Series "1800" Aluminum Outswing French Door w/wo Sidelite»16.0.1. Series 249 Aluminum Outswing Door w/ Sidelites — L.M.I. ;••;•; . . Certificate of Independence Dear Sirs, .. N.I. 0. :",*0* • .. . ; .•�. '....' *seer."". ...... ;•�•�; ••;••• .••••• •, . ..... 0 As the design engineer retained by Assura Windows & Doors, LLC. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, �O E K$-P •. 33 SSJONAt.FSealed:12/4/2017 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 331731 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.corn I alfarooq@afceng.com 6" MAX. GLASS D.L.O. DIMs. D.L.O. HEIGHT (DOOR & SIDELITE) - FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & C PANELS) = FRAME WIDTH - 11.8 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 LOCK OPTI S SEE SHE 5 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORI BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT DADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON D AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, l.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 41 7/B" 5' HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. FRAME WIDTH 6" MAX. 3" SURFACE APPLIED HEAD/SILL TYP. 15" MAX. FALSE MUNTWS CORNERS HEAD/SILL MAY BE USED A 9 _ _ _ _ _ 30" O.L. OPG. 38 5/B" c ( X ) SHEET 5 N N' ll a ro 10 JZQ ) Jg(� ^ 0 � 4Q W T �4 0 O ms 0 J •• ••• • J20QA O-PTION40 • •• • • • • ••• • of i•• •i • II I II / E w_ I _F =-_ II \ LOCK OPTIONS_ I rl II SEE SHEET 5 \ - -n__ T u \ II / O I�� INACTIVE ACTIVE 30" 29 7/6" _ ) L. OPG. D.L. OPG. 38 5/8" EAF WIDTH 36 5/a- LFAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR A- C&TRACTDR TE BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION j FRONDED HE/SHE DOES NOT DEVATL FROM THE CONDITIONS DIJA D ON THIS WHO WILL BE RESPO SIBLEFORTHE DOCUMENT. }I THIS REEECg �y{•^�,1lYY MF.�ISTiyTIIOM DOCUMENT WI -ER '_L BE CONSIDE. INVALID IF C_ SITE EW TAE E USA EIL R O USE (� PME THIS POID PO INFER OF RFCORO, ACTING AS A 01I. FGATED ENGINEERWO THE P.•D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVEW. D- THIS P. E.0 SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSICNAL ENGINEER OF RECORD THAT PREPARED IT. • • • • • • • • • • • •• •• • • • •• 0• n 1 1 � � N 3 _ � � J Q d 5 0 cq CL Q Oh IS Om0 O.0tE� N O 4 W:)w L6wz1p Rl 3 Z PI W � I J J S O o 0 V1 QTOo I ` U a � � o Ram a $ ~ C N OZ O d n N� E .. ` o O FL #21855 IO92 n O m - o Y � I drawing no. W15-30 ANCHORS AT MULLION 0 HEAD/SILL ANCHORS AT 4', 7" @ 10' FROM END OF n AT SHLE ENDS FRAME AT DOOR AND SIDELITES 1 (6) AT 3' O.C. TYP. AT HEAD/SILL '^ FRAME WIDTH z 1. 3 1 1/4" MAX 1 1/4' MAX 41 /8" f W n zd 41 7/8" 80" MAX. SIDELITE FRAME WIDTH XX DOOR FRAME WID SIDELI FRAME WIDTH 6' MAX. 3" 15' MAX. O SURFACE APPLIED O o HEAD � � / SILL 7HEAD/SILL / FALSE MUNTINS CORNERS E A / _ _ _ _ , _ - 1 MAY BE USED V cy� C > m o HINGE T10111$ SEE SHEET, 5 C% lE awmi / II\ H / ii_ -F-=� ---�-- U I 00 • f I m ; 0 o f o C o m o LOCK OPTIONS I; / II a -y p M x SEE SHEET 5� 23 O a \ u .0 Ii II / II G 3: 1 3a- m oz o 0 y INACTIVE ACTIVE 30" J 30" ! 29 7/8 �' - 30" w D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. < �p 38 5/8" a 38 1/8' LEAF WIDTH 38 5/8' 38 1/8" LEAF WIDTH LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( oxxo) •• ••• • • • • • •• v o a WITH PANEL SIUEllTES • • • • • • • • • - SIDELITE OPTION • • • • • • • • • • • • • "'I��® APO���� "a • ••• ••• ••• ••• • /- No.70�2 9 • • • • • • • • • • • • 5 drawing no. .`�',ForaoP.•'Co®�� (W15-30 FL #21855 /��1111jj1�� sheet 2 of16. • • • • • • • • • • • •• •• • • • •• •• 2Iw \ O 41 5/8" D.L. OPC. 46 3/8' HEAD SILL ANCHORS / ANCHORS AT MULLION AT 4", 7' h 10" FROM END OF AT STILE ENDS AT /-FRAME AT DOOR AND SIDEUTES (6) 3" O.C. TYP. AT HEAD/SILL FRAME WIDTH 80" MAX. XX DOOR FRAME WI H SURFACE APPLIED FALSE MUNTINS MAY BE USED I II I \ II II \ HINGE OPT10 S \ / SEE SHEL-Y5 E I , u I ---'\�- ----'I---- iI I II LOCK OPTIONS i `SEE SHEET - - INACTIVE ACTIVE - ~D.L. 29 7/8- OPG. D.L. OPC. 38 5/8" LEAF WIDTH 38 5/8" TYPICAL ELEVATION ( 0XX0 ) WITH IRECT SET SIDEUTES SIDELITE OPTION •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • FL #21855 V M I m o� h� J n � i a a � 1�- W V UN~ ppp,ppppp¢�� 00.0 a Z N d0 � N 0 _ '0 V M 3 If L oV m U < s 3am m 0 ro a+ OZ o 1z O r No. 7D592 = I A DF i^drawing o no. o£R:••o..op ��.`` I W15-30 • • • • • • • • Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41 7 6' MAX. HEAD/SILL CORNERS 28" D.L. OPG. (FIXED) 0 1/2' F7 15 S N p 3 \ 2 %a O ,% L11!Jy�, N Z ry ' 20 7/8" MAX. SILL D1 26 5/8' 15 D.L. OPG. (VI 28 7/8" VENT WOT 4 l��� y_ r 30" �� w D.L. OPc. v o 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: 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 . • . . • • . • . . • •. •. . • • •. •. ..• . • • .•• . • �•' VGENg '•. YJ �� i � � ,, No. 70582 — S t} = o :��' Si •� `I drawing no. W15-30 FL #21855 �tMOTHJ \ �IIII S .. ACTIVE (X) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES CLASS TYPES 'A OR •AI' GLASS TYPES ` OR "B l' - T(+) 1100.0 INL(-) 1 141.0 4 1 80.0 1 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD HUT EXT.(+) LOADS TO 58.0 PSF LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION $2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE 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 SIAS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LDCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) /8-32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRCME WARNING) C S L DOOR WIDTH INACTIVE ACTIVE (XX) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT A', 'Al', 'B' OR 'BI' INCHES INCHES EXT.(+) INT.(-) 80 109 80.0 j 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMfr EXT.(+) LOADS TO 58.0 PSF HINGES: OPTION N 1 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM FACH 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 SIU1d&E. • • • • • • • • • • • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH U U\ S U ACTIVE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF GLASS TYPES • DOOR FRAME WIDTH FRAME HEIGHT •A'. 'Al', B' OR 'BI' INCHES INCHES EXT.(+) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' • S.N. WDM EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF ;c m 0 V Oyr C Wl~4 0'�GN 8 0 LL O G ti o.3b III to �z� F NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 y o T c `L111 �T Ij11//T' ��� uCENSF� a O i 8 •� � ND.70592 — � X �•'•, '• RIO drawingD no. W15-30 FL #21855 ��s®®�A4 1`�� sheet 5 os 16, Sealed:12/1412017 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH A', 'At', '8' OR '111' EXT. (+) INT. (-) INCHES INCHES INCHES 81 41 7/8 (X) 48 80.0 69.7 50 (XX) 85 4180 8 (X) 48 80.0 69.7 91 7/8 X) 4180 48 80.0 69.7 (X%) 97 41 7/8 (X) 42 80.0 79.6 80 (X%) 103 41 7/8 (X) 42 80.0 79.6 80 (XX) IGO 4180 SX(X) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMIT 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. 1-1/4* DIRECT SET SIDELITE WIDTH _ DOOR WIDTH (X) OR (XX) LEA WIDTH - qq ACTIVE �_�/ ) L PANEL SIDEUTE WIDTH DOOR WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I DOOR W._SIDELITE W r7_ ` IF (XD) (Ox) SIDELITE W. DOOR W. • •• • • • • ••• • •• ••• •• • • • •• ••• ••• ••• • • • • • • • • • • • • • • •• • • • • • • • • • III • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDELIT 'W.� U i Hi L STATIONARY ( 0 ) SIDELITE W. DOOR W. SIDELITE W. V�AILI SIDELITE W. _ DOOR W. ( OXXO) >i o TL1LluuluT77 a, �� _Z No.705M drawiG n 5 FL #2185lilt Sealed:12/14/2017 6" HEAT STREN'D CLASS 090" Inlerlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'D CLASS SILICONE t GE RCS7701 GE 1200 z m � N W� W GLASS TYPE 'A' 16" HEAT STREN'D CLASS 1/4- AIR SPACE �3/16' HEAT STREN'D GLASS `-3/16" HEAT STREN'D GLASS 090" Inlerlayer .090" Interlayer Saflex Clear And Color Class SentryGlaa \ �By 'Eastman Chemical Co.' By 'Kuroroy Americo. Inc.' 3/16" HEAT STREN'D GLASS MEAT STREN'D GLASS SILICONE �3/16" SILICONE GE RGS7701 ai GE RG57701 GE 1200 �i GE 1200 i :y p I i m I Qi I: 'I O nlu ALUMINU C i ¢ SPACER ALB SMS r AT 4-1/2" FROM ENDS / AND 10-1/2" O.C. / 39 AT 1/4 POINTS ALL SIZES LASS TYPE 'Al GLASS TYPE 'B' GLAZING OPTIONS GLASS TYPES 'A' OR 'B' (ABOVE) SILICONE CE RCSJ701 '^ GE 1200 z It �+TjAT 1/4 POINTS ON LRES W \ 39 WIDER THAN 36" GLAZING DETAILS AT SIDELITE GLASS TYPES Al' OR '81' (ABOVE) \ SILICONE r SRGS77D1 GE 1200 .3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS n Z .090" Interlayer 0 q i SentryClaa By 'Kuraray America, Ina' 1/B" HEAT STREN'D GLASS F • 3/16" HEAT STREN'0 CLASS .090" Interlayer Sentrycloa O p �, p U 0 d lryv C ry SILICONE GE RGS7701 By 'Kuraray Americo, Inc' d lj O u. GE 1200 1/e" HEAT STREN'D GLASS 0 N N Fro i t i m GERCSILICONE rGE RG57701 Or O� 0 IL a G � r^ GE 1200 p I n \ 9 aty 71a LL z y ¢ - ALUMINUM Q W N Lr -— '^l rc SPACER o /2" FROM ENDS AN L� AND 0-1/2" O.C. 1 �w J }9 AT 1/4 POINTS ALL SIZES A O O GLASS TYPE 'B1' GLASS TYPE T' oM (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) EY i � O�tY y coIn 0 ozo� 0 7 ) n v+ a E E �i L 1/4 POINTS ALL SIZES • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • \`tt liU u I 1 lir/i '' .:...... r .... Noi i - n 0 OF / drawing no. FL #21855 �777�jIIAI I,N% � sheet 7 of 16 Sealed:12/14/2017 TYPICAL ANCHORS 1/2" MIN. 29 FLUSH BOLT PENETRATION 16 B 7 2 II 1 I I I 3/8" X 3/8' ..WEESIr 2' FROM ° ° IISILL ENDS W TYPICAL EDGEGIST. SEE ELE FOR SPA HIGH THRESHOLD APPR'O FOR WATER RESISTANCE UMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE 1BY WOOD BUCK EDGE DIST. (SEE NOTE SNEET 8 OR BUCK (SEE NOTE�4HEET 1) TYPICAL ANCHORS / TYPICAL ANCHORS SEE ELEVATIONS L SEE ELEVATIONS FOR SPACING FOR SPACING METAL u EDGE /-STRUCTURE T I a /ITY,PICA�LA�INCHDRS - v=i ELVATS FOR SPACING ��f Z3 0 k n j. 15 z c 00`$ c OwN WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS C± p m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 0 O�Cu�S N YJ p N TYPICAL ANCHORS: SEE ELEV. FOR SPACING L6 i w LL 1,/4" CIA. ULTRACON BY 'ELCO' (Fun177 K51, Fy-155 KSI) J 2 w J Q w0i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) U 1 Y BUMIN v J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J 1-i 4" MIN. EMBED INTO BLOCKS JAMBS DIRECTLY INTO CONCRETE OR BLOCKS O rn 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) s C1 o 1-1/4" MIN. EMBED INTO CONIC. OR BLOCKS (JAMBS) 01)) „ 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) �s INTO F.B.C. APPROVED MULLIONS i 0 �t a OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) c v v o r E o °' I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 a. 0 m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) O z °a STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) i3 7r7 n to o v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I N TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. - INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. Fo--� WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • ��•• • A • •�LTER1�••• 5NA •. T CH S° 10 .° ° TYPICAL ANCHOR EDGE DIST. ° SEE ELEVATK) ° I • • • • • • ll/ • • YY F�GE DIST. TYPICAL ANCHORS . SEE ELtjMNr • IG s FOR SPACING • •� • • • •FOR SPACINR • • • • • STANDARD THRESHOLD • • • • • • APPR'D FOR WATER RESISTANCE • • • •NOT APPR'D jOR WATER RESISTANCE• • • • • DO) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPERATING UNITS M:I } �� No. 7DS92 $ sgn o '�®. •. OF �� �drawiCnnq no. \i . ....ORtO�_�AC9�.� W11 5-30 FL #21855 Sealed:12/14/2017 3/8" MAX. SHIM METAL STRUCTURE \ TYPICAL ANCHORS SEE ELEV. FOR SPACING E a� 3/8- MAX. SHIM r TYPICAL ANCHOR$ SEE ELEV. FOR SPACINGd \\ o 0 f�- SEE LOCK OPTIONS SHEET 5 U IN -ACTIVE LEAF ACTIVE LEAF II F.XTER1 OR D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH MULTIPOINT LDCK--\ O O 3/8- MAX. SHIM IBY 3 WOOD BUCK I6 ZI TYPICAL ANCHORS SEE ELEV. 5 �. FOR SPACING EXTERIOR BUTT HINGES L SEE LOCK OPTIONS SHEET 5 DOOR FRAM_ E WID16 _� -_ • • • • • •� • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• f•• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 ACTIVE LEAF' ALTERNATE, U� ANCHOR LOCATION I 3A m Z h 3 0 11 n 313 P W L a Q ix OO�`,� C 0t 0 3ari of 0 04rag • pJJ W � LL IjI ALT. FRAME JAMB IL z � = I+OI QWO��e K' L) J Lo J i 3/8' MAX. O rn SHIM 3 o :. oM x G 4ICK `� � rn • v= c p 28Y wooD OR 'Z: •O . o GODS UCTURE C p y j 3 a 00 � O m � �I tlu��ie£R Q�aI TYPICAL ANCHORS SEE ELEV. FOR SPACING IT HINGES HINGE OPTION SHE 5) c d 4 0 OPERATING UNITS Iv o `�IllnuuTT�� u ��'�TGENBF'- ,� o M0.70592 y, S s ST E dmwln9 FL #21855 Sealed:12/14/2017 TMICAL ANCHOF OR :ATION :AL ANC! SEE I FOR SPA 28 � 2 JQC N X 3/8" WEEPS 1/2d0 " FROM ° c TYPICAL ANCHORS SILL ENDS F•- v SEE ELEVATIOSN EDGE DIST. FOR SPACINaG PANEL SIDELITE UNIT (STD. THRESHOLD) ALTERNATE CANCHOR LOCATION `11 -k ALT. FRAME JAMB I ALT PANEL SIDELITE INSTALLATION DETAILS j110 X 1" PM SMS • • • • • • • • • • • • • ',y,,�•I • • • • • • • • EDGE DIST. _ SEE ELEVATIO • • • • FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) • • • • • • • • • • ••• • • • ••• • • PANEL SIDELITE UNITS ��:•' VGEMSF '• N0.70592 S FL #21855 i i drawing n0. W15-30 V ; TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAILS SEE ELEVATIONS N _ EDGE DIST. FOR SPACING e � w OJI W � i 1 oz e �3 C1oW.� _ odo0 zs Oairc 35 4 ! INN !i I 3/8- MAX. �� /-- 4 Z $0 !i �I SHIM l M .' I N) 15 , ¢�j $ w 4h �J �- IlQW ms r it �I TYPICAL ANCHORS 3 SEE ELEV. !� FOR SPACING J I i:, 25 25 N J cn LAI ! I 16 OK O 0 :E-�--- t�AT ; cMn 35 _ 21O0C_o3 EXTERIOR S 3Om e.oD.L. OPG. WIDTH OZoSILICONE LPNOT HINGES 0DIRECT SET SIDELITE WIDTH OOOR FRAME WIOTN10 X 1'.PH SMS 4" FROM ENDS AND 18" O.C. MAX. I I 4 o` u - I - I I, li N i V 1 I 35 � I 25 a I p � 9 • • •• • • • • • '50 O� � DIRECT SET SIDELITE UNITS f 3 eNsp''•� ° • •.• ••• ••• ••• • - No.70502 = g If• • • • • • • • • _ o ° EDGE DIST. TYPICAL ANCHORS • • • • • • • • ( SEE ELEVATIONS . • • • • • • • • • AT draw!ng no. FOR SPACING • • • • • • • • • • • • \ � •,• FL #21655i�1jjjjjll�� sheet IIoT16 DIRECT SET SIDELITE UNITS \ • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • - 4.000 �r,060 093 I --- 4.000 --- 062 n 1.7I50 5 .625 L-Ar-.082 .500 - I '.l 2.375 n r O z P t£o I N L. � - S a .090 -1.843 145 W ryW it FRAME HEAD 1 TM-099 8.250 PANEL GLAZING BEAD 37 TM- 155A 3.465 O SIDELITE HEAD/SILL 69 SILL n- -A --1 .850 .713 r 1. P65 H 14 G lu m a M G ao S yC18�i R �' g myN d 2.375 --- 2.125 - L� .062 A 25 • J 10 �\ ♦,572 .715 .050 2 LL Q aa • n V CEN4TER H888 1.799 `� J a Q 6 P le 4,000 L1 1.988 1.262 2125 .125 d SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) O PIVOT HINGE O V ^ 3 DOOR JAMB/SIDELITE b-t'750� FRAME BA5499 19 DOOR TIA-29236 BOTTOM RAIL o.248 0.572 GIN37889-A Og OUTFR HINGE HINCE PIN - 3.681- � 1.500 4.000 2� p--2.062 -f I 1255 125.062 1 D00 1.376 STD. SILL ADAPTER . _500 i. MID RAIL CORNER CHANNEL 28 BA579766 - i? 655 LOW THRESHOLD 1.658 I•'- 897DKB o J 0) 0 p >i on `� rn • 4 ; c u A C v ..625 .D62 1.750--1 093 1 �' I 6 5 7.750 1 I T .062 1.030 L- p3.875-y .635 1.275 j O 3 0_ o m Z c 062 F- 4.090 f-.093 .250 1.829--I -� Y 13 O o co't R 4.000 HINGE CAP 1.865 � � CI_ F �� DOOR HINGE STILE 110 X 1/2- F.H. SMS HIGH SILL ADAPTER 29 TM-193 INSUL GLASS PANEL ADAPTER .582 -T " TM-32995 -F-f II o 2.000 a I� i 0o 2157--� .t25 (_ 4.530 TM-194 -y 9J0 j� L-- t.595 4.659 093 �C DOOR TOP/BOTTOM RAIL © TM-32994 j 2.040 1.750 3.500 I I 7.689 o II g o S S g L-II .625 IIOOff 11UU11 ; .554 .062 `I L ''-=-��.060 F--.. p v II �0 2.000 --- 4.000-1 •H' F1.574] o I IF- ((���� FRAME SILL (STD.) MULLION SILL COVER LJ BA5797 15 TM-121A }0 TM-180 .075 .625 . c I _.375 1 4.000 2.126 • • r'i • Z62*• • • • • • • • • • • • O ACTIVE LEAF LOCK STILE TM-772 BUTT HINGE • • • • • • • • • • ° c WEATHER-STRIP ADAPTER �J •6i • • • • • • • • • • • • • ``T1Tt�l Af IA .999 I--- ; �1^,"...... • i� a.659•i .09J -.075 I� �3.790^1 N i •� 300 1.5i� .300 _ .125 1.287 .1_ r 2.040 0 .186-j �2 • 938 _ ]fir Z • • • • • • • 1 �� • SA Yi .• . YXt �. - 715 050 ��� • • • • • • • .. _ = • • • • %�®.• m v r -' 1.799 -^I 35 I .625 I�--4.000 I I I I-- 2.011--I--1.779 F^- • • • • • • • • O• L-1.750 � • • 38 • • � � \ ;`i•.......p�.:�(��' drawing no. W15-30 SIDELITE GLAZING BEAD (LAM. GLASS 4A INACTIVE LEAF LOCK STILE 31 REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER ji 1, #21855 � ��`' `\\ sheet 12 of 16 TM-157 TM-36048 TM- 7 82 BA BA " • • • Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 26 I � 11 21 FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER 26 FRAME BOTTOM CORNER 5 TM-32995 6 TM-32994 7 GIN 31828 6 FD 107_ BA - 9 GW30769 10 OW 32222 11 GW-34808 12 FD 1202 15 TM-121A 16 32001 16A 32084 168 32011 17 FBGF 19 j TM-29236 20 - 21 - 22 - 23 - 1UANTITY DESCRIPTION 1 1 FRAME HEAD FRAME SILL (STD.) 1 LOW THRESHOLD --_- 2 FRAME JAMB AS REGO. ALT. DOOR JAMB/SIDELRE FRAME AS REOD. ALT. FRAME COVER 1 ACTIVE LEAF LOCK STILE 1 INACTIVE LEAF LOCK STILE ----- PANEL HINGE STILE j PANEL TOP/BOTTOM RAIL 1 1 4 WEATHERSTRIP ADAPTER 3/ LEAF BUTT HINGE 3/ LEAF PIVOT HINGE AS READ. SIDEUTE HEAD/SILL 2 DOOR LOCK INSERT PRESSURE PLATE -TIE ROD 2/ LEAF 2/LEAF FLUSH BOLT ASSEMBLY AS REOD_ 'H' MULLION AS REO-D. FOAM FILLED BULB W'STRIPPING AS REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPWG AS RFO'D. FOAM FILLED BULB W'STRIPPING 2/LEAF 1 FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) PANEL BOTTOM RAIL AS REOD. J10 x 1/2' F.H. UNDERCUT SMS. 2/LEAF 1/2'0 THREADED ROD, WASHER & NUT - DEAD BOLT LOCKING HANDLE I MULTI POINT LOCK 26 - I AS REOD. 28 EIA5798 AS REOD. 29 BA AS REOD. 30 TM-180 1 31 TM-182 - 35 TM-157 4 35A 4 37 TM- 155A OPTIONAL 38 TM-194 39 - AS REOD. • • 26 • • T• MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. 110 x 1" P.H. SMS. (ASSY. SCREW) STD. SILL ADAPTER HIGH SILL ADAPTER (USED WITH STD, SILL COVER LOCK STILE REINFORCEMENT SIDELRE GLAZING BEAD (LAM. GLASS SIDELRE GLAZING BEAD (INSUL. LAM. PANEL GLAZING BEAD INSUL. CLASS PANEL ADAPTER SETTING BLOCKS (1/8" X 3/4' X 4' lee • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 6Utli_I0 I-_-._._ 6063-T6 - 6063-T6 6063-T8 - 6063-TS - 8063-T6 _ _ - 6063-T6 8083-TB 6063-76 ' 6D63-T6 6063-TB END OF DOOR STILES (TOP/I $063-76 SULLIVAN & ASSOC. 6063-T6 LOIRA 6063_T6 - 5063-TB LOCK STILE ALUMINUM 4' LONG ALUMINUM SULLIVAN & ASSOC. 6063-T6 - .187 X .250 T-SLOT .187 X .350 T-SLOT 6063-T6 M & M PLASTICS STEEL STEEL AT FLUSH BOLi5 TOP/BOTTOM END RAILS - KWIK-S T - ACTIVE LEAF, 41' FROM BOTTOM PLASTIC DOOR JAMB INSTALL. SCREW HOLES STEEL DOOR FRAME MEMBERS/MULL CUPS 6063-T5 - 6063-T5 -_ - 6063-TB - 6063-T6 - SIDE LITE GLAZING PERIMETER SIDE LRE GLAZING PERIMETER 6063-TB 6063-T6 6-T6 B T-T5 - - EPDM DVROMETER 8035 SHORE A DOOR COMPONENTS No. 70592 i�®� •. F FL #21855 'YA ;®Fdmt E drawing no. W15-30 TYPICAL ANCHORS )GE DIST. SEE ELEVATIONS mm�FOR SPACING • _ e I I . _. ALTERNATE /--ANCHCR LOCATION VI w 26 � uai r, 16 #10 X 1-1/2' FH SMS SEE ELEVATIONS FOR SPACING (C 1 0 X 1-1/2• FH SMS SEE ELEVATIONS FOR SPACING (6)-j x OR 0 19 x z9 • • • • • • • • SINGLE (X) OPERATING UNITS W/ S.H. WDW. . . • . . . . ... . Do ° ° I TYPICAL ANCHORS Q1OR.�•Avv�: EDGE GIST. SEE ELEVATIONS FOR SPACING HI -THRESHOLD OPTION FL #21855Ii"�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o n o x drawing no. W15-30 3/8" Mo. 2E WO, TYPICAL FO 3/B• MAX. SHAM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.� FOR SPACING ACTIVE LEAF :AL ANCHORS ELEV. SPACING DNS 3/8" MAX. SHIM BY 3 WO OD , WOOD BUCK is 1 v • I I L\TYPICAL ANCHORS 21 SEE ELEV. EXTERIOR S FOR SPACING D.L. OPG. •• ••• • • • • • •• LEAF WIDTH • • • • •_f • • • • FRAME WIDTH • • • • • • • • • • • •• ••• •• • • • •• •••• ••• ••• • SINGLE (X) OPERATING UNITS ilt7: H.•;DW. • • • • • • • • • • • • • • • • • • • • • • • • • • • FL #21855 �0 I Z 0 0 o (� w.... 8 CC09 ogRp 10 01R.J a Q W 7 LL Ipp 1 W M 1pD Q h J O 3 ODO x' O M M � _. LL N N i C OL u < CY d C 3 N j dam . 0 a Ez o a ma E �I r'Ti �. Qcl No. 70592 r Qom•. S (drawing no. :.....fD". ,`°` I W15-30 F 1.917 T- (.082 L COI .62s 1.875 FRAME HEAD 7501- 030� 1.000 1.749 .937 4.1 FIXED MEETING RAIL 1.750 40 r I 1.123 0 1.562 L�- STD. VENT TOP RAIL y.787 .882 062 .674 617 SASH LATCH 1.362 060 2.725 2.250 L -a.750 k- VENT BOTTOM RAIL 746 �.130 836 FIXED RAIL REINF 1 .095 2.541 140 DOOR STILE REINF. 658 7, 0 .082 -- 1.045 - SASH SIDE RAIL 877 1.875 -} 9f43 .055 1.469 (B FRAME JAMB 2.050 2.826 .062 .662 I f--1.937 --i FRAME SILL .062 Ir III 375 .250--i 1-- GLASS STOP ANGLE ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.1 GW-31798 1 FRAME HEAD 6063-TS - 2.1 TM-117 2 FRAME JAMB 6063-TO - - 3.1 - 1 FRAME SILL 6063-T6 4.1 GW-36123 1 FIXED MTG. RAIL 6063-T6 - 5.1 TM-113 1 STD. VENT TOP RAIL 6063-TS - 6.1 TM-112 I 1 VENT BOTTOM RAIL VENT JAMB _------- 6063-T6 - 7.1 GW-31802 2 601 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK O 6- FROM ENDS 6063-T6 8A.1 - 2/VENT LATCH LOCK O 6- FROM ENDS CAST - 9.1 - AS REQD. GLAZING STOP ANGLE ALUMINUM - - 10.1 - 2 VENT STOP (5-1/4• LONG) PLASTIC - 11.1 - 2 SPIRAL BALANCE - CALDWELL 12.1 - 4 VENT GUIDE PLASTIC - 13.1 WV-3045 AS REGO. BULB WEATHERSTRIP VINYL 14.1 15.1 W43201 AS REQD. FIN SLAL WEATHERSTRIP FIN SEAL WEATHERSTRIP WOOL - - W43311 AS REQD. WOOL 16.1 17A 7 - I - 1 FRAME/VENT ASSEMBLY SCREWS CRS f10 I' P.H. SMS 18.1 7t--@ I FRAME TOP CORNER 11 A7F-DV Z om G_ rZ W h � f t ngQ, i ,ygmg( ryN�@ G7 m m 0 IL a 0dzF ' E I�8O �J q L W ]LL p N g?a 164 Q w om - FIXED RAIL REINFORCING ALUMINUM - v - DOOR STILE REINFORCING ALUMINUM - S.H. WINDOW COMPONENTS 0 a o o C3 T7 M 0o r0 z SL_' I 3 C L O � a oc`Oi t 3 d I ; 0- m 0 o l OZ p a a T7iJaE til ¢tea° I- VENT TOP CORNER 7. 16. • • • • • • ••• • 3. FRAME BOOM CORNECORNER VENT BOTTOM CORNER ''••'� VIGENSg •'•. No. 70584 ®�•., SIT E i �� ''•.....SOP..•' FL #21855 '�Si10 AL • • • • • • • • sealea:1zn4rzuIi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21855 Date:12/05/2017 Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 249 ALUMINUM OUTSWING DOOR W/ SIDELITES Maximum Frame Width: 42" (X) / 80" (XX) .... Maximum Frame Height: 109" 0 • • • • • • Maximum Load: +100 PSF, -141 PSF (Large Missile Impact) " ` :`• `. Installation Drawings # W 15-30 • • • e s & This product complies with the High Velocity Hurricane Zone (HVHZ) test`nNe'cwiremgfirs.% The above maximum parameters do not occur simultaneo=.... • •••••• See charts installation drawings for on combinations of span vc. Comparative analysis used X Yes No :";'; ' Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAkS/T 202) • • • 1 CRtP'FI'0W: ,. TEST3OCATWN( _ ST REPORT TESt P0%0 .s•.^ ti ""� :. �> rt b.. ni r .1�r-:l .i ..- . DATE; � •w. ASTM E283 Air Infiltration Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. OR ASTM 547 Penetration Laboratory & TAS 202 ASTM E330 Uniform Static Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. & TAS 202 Air Press. Laboratory AAMA 1304 Forced Entry Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. Laboratory Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) ' TSECfitIP'ffQN` ..-'iSL►TIORf TES7~f(EPaI "ETTA"4 ► test,,', , �y FBC 1626.2 Large Missile Fenestration 1/03/2011 FTL-6168 Marlin Brinson, P.E. (TAS 201 & 203) Impact & Testing Laboratory Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: •. ``�pV P`.F.N �q,� Javad Ahmad PE # 70592 o`'.. T:"? or 'R`'•EOFIo''V�: AI-Farooq Corporation EB # 3538 Sealed:12/14/2017 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com • •