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WS-20-334WS40oz, 33q Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 64 NW 101ST ST, Miami Shores, FL 33150 Cnntacts if LOT�ll L Issue Date: 02/21/202 Parcel Number 1131010180270 Permit NO.: WS-02-20-334 Permit Type: Windows/Shutters Work Clossifrcation: Door Replacement Permit Status: Approved 0 expiration: 08/10/2020 MONICA CRUZ Owner 64 NW 101 ST, MIAMI SHORES, FL 33150 J&G CARPENTRY INC Contractor JAMES DAVIS Business: 5613335042 Description: CHANGE OUT 1 DOOR. NO SIZE CHANGE Valuation: $ 4,842.66 Inspection Requests: 305-7624949 Total Sq Feet: 0.00 Fees I Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $12.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $132.75 Payments Date Paid Amt Paid Total Fees $132.75 Check # 35554 02/12/2020 $50.00 Check # 35562 02/21/2020 $82.75 Amount Due: $0.00 Building Department Copy 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 AF,F DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating coy�ction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date February 21, 2020 Page 2 of 2 V BUILDING PERMIT APPLICATION Miami Shores Village RE;CEIVED Building Department IEB 12 2020 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING FBC 201 -7 Master Permit No. VV E 02-` Z6_331 Sub Permit No. REVISION 0 EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zia Folio/Parcel#: 1 (` f (jf . (� �_ �,'�(� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Maw I (` �✓l)7 C��li�l .Pho il e#:?ao Address: (aq Nw IQ i - V , r-' City:.. f .S%O /'P State: t— Zip: �-- c L Tenant/Lessee Name: Email e#: CONTRACTOR: Company Name: 'r ,�� •) Q1 Phone#: Address: �'3`�l0\ Ct `T"�t •`C t� —�-� City: �,l�L`T `P �n. .[�C� Y_7 � J+ State: � Zip: Qualifier Name: rn S `'� L S Ph7 � one#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ! l City: State: Zip: Value of Work for this Permit: $ _ '7 ,�� , �' Square/linear Footage of Work: Type of Work: ❑ Addition Description of Work: C h Q ❑ Alteration ❑ New [/Repair/Replace ❑ Demolition 1Q DyI S �D 6 . P Q e y"- PA-e-7 Specify color of color thru tile: Submittal Fee $ !2 0 ' vV Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ 'L '� (Revised02/24/2014) Vat 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 regulatini 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 exceeding $2500, the applicant mus i Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved nd a ction fee will be charged. Signature Signature c�v--, OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this i_ day of20 Z10 b r Y t � day of __ 1-e, �j • 20a� ., by who is personally known to �^ ' m 1° �— 1 �t (�% S who is personally known to me or who has produced j'_( 2� as me or who has produced as identifi a 'on and who did take an oath. identification and who did take an oath. NOTARY U UC: NOTARY PUBUC: Sign: Sign: Print: Print: p Seal: Pa c Seal: * * MY COMMISSION # FF 951069 SINDIA ALVAREZ s �� EXPIRES: Aprti 12, 2020 •' MY COMMISSION # GG 238273 0c FtoP� BoMed Thru Budget Notary Services §;& emW3#2022 Publt "''fPFcs�.• rycL�ndi"*ss********s****************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County https://www.miamidade.gov/Apps/PA/propertysearch/#/report/su... !a OFFICE Summary Report Property Information Folio: 11-3101-018-0270 Property Address: 64 NW 101 ST Miami Shores, FL 33150-1267 MONICA PAULINA CRUZ Owner PABLO L ASSUSA 64 NW 101 ST Mailing Address MIAMI SHORES, FL 33150 USA PA Primary Zone -- - --------------- . 0800 SGL FAMILY - 1701-1900 SQ _.-.._...... ----..................................-- Primary Land Use - - - 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 3/2/0 Floors ............................ 1 ......................................... _............ _........ _..._ Living Units _........ ............................................... -.............................................. 1 Actual Area 1,237 Sq.Ft Living Area -..................................--- 1,237 Sq.Ft -- Adjusted Area --............... ---............................ 1,170 Sq.Ft Lot Size 6,955 Sq.Ft Year Built 11935 Assessment Information Year - Land Value 2019 -- _............. $160,563 20181 2017 _... _..... ---- -- $153,000 Building Value $148,707 -$153,000 $150,5201 $81,432 XF Value $0 ..................................................... $0 $0 .................................................. ....:............................... ....................... Market Value $309,270 $303,520i $234,432 Assessed Value $309,270 $303,520 $234,432 Benefits Information Benefit Type 2019 20181 2017 Homestead Exemption $25,000 - - ------ $25,000 Second Homestead Exemption 1 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 W35FT OF LOT 6 E30FT OF LOT 7 BLK 3 LOT SIZE 65.000 X 107 OR 17488-0256 0197 1 Generated On : 1/22/2020 Taxable Value Information 2019' 2018 2017 County ._...................................................._....._...._.............__....- -----..._...._...._....-_...._........ Exemption Value $50,000 $50,000 $0 Taxable Value $259,270 $253,520 $234,432 School Board -- - _.__.... .........�-- - .. __..__..__............-- - ------------- Exemption Value $25,000 $25,000 $0 Taxable Value 1 $284,270 $278,520 $234,432 City ---..........................................................................................._.......................................__. -........._._..-- Exemption Value $.50,000 $50,000 $0 Taxable Value $259,270 $253,520 $234,432 Regional - --- -- - - .._ _...._.........._...�- - ......_......_... ............. - - Exemption Value $50,000 $50,000 $0 Taxable Value $259,270 $253,520 $234,432 Sales Information Previous OR Book - Price Qualification Description Sale Page 07/20/2017 --- .............................................. $395,000 _..-- 30626-4905 Qual by exam of deed 07/19/2016 $254,300 -- 30163-3348 ---- - -- -- -............. _...... - Financial inst or "in Lieu of- Forclosure" stated 01/01/1997 $76,000 17488-0256 Sales which are qualified 04/01/1987 $56,000 13292-0078 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.govfinfo/disclaimer.asp Version: Miami 'Shores Viltage Building Department 10050 N.E.2nd Avenue Mani Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756:8972 Inspection requirements for. Upon issuance of permits for the scope of work involving the removal,-chang and/or replacement of any type of windows, doers, sidelites,,skyhghts or fined ,lam (cladding) the permit holder or. qualifier bearing his signature onthe permit4pplicagm-stall abidee by the requirements of this de�ent. 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 requg§t window/door framing in progress inspection, prior Wconcealment of any horizontal or vertical clip mullion, bucks, sh rris, etc. Inspector will also vef4 anchor type, edge' distance, embedment and spacing. The purpose for this inspecdor is for the verification of conformance with Product Approval (NOA). Acknowledgement: Print Name :lifer er Signature Date SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: JXB3716 MIAMI, FL 33181 Reviewer: SBBOAD e Phone RUZ MONICA (786) 521-5047 ress64 NW 101 ST Phone2 (305) 790-1848 I Company Name MIAMI SHORES JobDescription DOOR INSTALL- FL#21855.5 a FL Zip 33150 County MIAMI-DADE Page 1 of 6 NO. H6322-172486 REPRINT 2020-01-22 09:24 INSTALLER DELIVERY #1 1 MERCHANDISE AND SERVICE SUMMARY We rto stomers ht to limit the quantities of merchandise REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION P1 TAX PRtC# EXTENSION R06 1001-753-972 6.00 EA 1X8-8FT PT GC WEATHERSHIELD / A o $7.88 $47.28 R12 1001-753-960 6.00 EA 1X6-8FT PT GC WEATHERSHIELD / $5.88 $35.28 R13 0000-526-849 6.00 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG 7E N N $3.45 $20.70" S/O - MDSE TO BE DELIVERED: REF # S09 ESTIMATE V DATE: 03/03/2020 P.O. #22512383 REF # SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION S0909 0000-273-730 1.00 EA NA / ENTRY DOOR RECTANGLE 37.5 X 80.625 UNI DOORRECTANGLE37.5 X 80.625EXTERIOR FI D EL STRENGTH = HEAT STRENGTHENED #1 A N $1,333.20 $1,333.20 S0910 0000-273-730 1.00 EA NA / ENTRY DOOR RECTANGLE 37. WHI / ENTRY DOORRECTANGLE37 X 77EXT H = WHITEGLASS STRENGTH = HEAT STRENGTHENED A N $1,171.20 $1,171.20 • $2,607.66 DELIVERY INFORMATION: DELIVERY DATE: INSTALL 064EDULE INSTALLER WILL DELIVER MDSE TO: SITE OF IN N #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCH DATE. E STALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL * CONTINUED ON NEXT PAGE * O Check your current order status online at www.homedepot.com/orderstatus * Indicates Page 1 of 6 NO. H6322-172486 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: CRUZ Page 2 of 6 No. H6322-172486 INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 01/21/2020 ESTIMATED INSTALL END DATE: 02/20/2020 MERCHANDISE TO BE INSTALLED: REF # SKU QTY URA DESCRIPTION R06 1001-753-972 6.00 EA 1X8-8FT PT GC WEATHERSHIELD R12 1001-753-960 6.00 EA 1X6-8FT PT GC WEATHERSHIELD R13 0000-526-849 6.00 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG S0909 0000-273-730 1.00 EA S/O TM ALUMINUM PATIO S0910 0000-273-730 1.00 EA S/O TM ALUMINUM PATIO BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 2.00 EA N $340.00 $680.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 22 UPCHARGE FOR HARDWOOD OR STAIN GRADE MATERIAL OR PREFINISHEDDOOR/ 1.00 EA N $125.00 $125.00 23 UPCHARGE FOR IMPACT GLASS UP TO 38"X 98"/ 2.00 EA N $90.00 $180.00 CUSTOM LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 TRIP AFTER INSPECTION 1.00 PA N $75.00 $75.00 2 BUCK PREP 2.00 PA N $150.00 $300.00 3 FOR BOX INSIDE 2.00 PA N $150.00 $300.00 4 FILL STED WITH CONCRET MIX 6" 1.001 PA N $175.00 $175.00 INSTALLATION SITE NAME: JCRUZ,MONICA INSTALL LABOR CHARGE: $1 835.00 ADDRESS: 64 NW 101 ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N • $1 785.00 PHONE: 786 5215047 ALTERNATE PHONE: 786 5215047 BASIC INSTALLATION LABOR INCLUDES: * PRE -INSTALLATION JOBSITE INSPECTION AND EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE ` — CONTINUED ON NEXT PAGE'""' Page 2 of 6 No. H6322-172486 Customer Copy 4. SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: CRUZ Page 3 of 6 NO. H6322-172486 INSTALLATION #1� (Continued) REF #101 ' DELIVERY WITHIN 30 MILE RADIUS OF STORE CASING/TRIM IS THE SAME SIZE OR WIDER ' REMOVAL OF EXISTING DOOR UNIT . INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS ' INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER • INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING ' PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, WITH SIDELIGHTS LOCKSET AND KICK PLATE (IF APPLICABLE) ON NEW DOOR ' FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION • ADJUST DOOR TO ENSURE PROPER OPERATION ' FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON • DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE OF PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR INSTALL NEW CUSTOMER PROVIDED SINGLE LAYER INTERIOR CASING UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING PLASTER, DRYWALL OR SIDING WORK STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT STUCCO PATCH GREATER THAN 4", PAINT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS 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 6 No. H6322-172486 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALLATION #1 (Continued) REF #101 INSTALLATION #2 Name: CRUZ Page 4 of 6 NO. H6322-172486 REF # 104 ESTIMATED INSTALL BEGIN DATE: 01/21/2020 ESTIMATED INSTALL END DATE: 02/20/2020 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 0.00 EA N $340.00 $0.00 CUSTOM LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM TAX PRICE EACH EXTENSION 1 I REQUIERED LEAD TEST 1.001 PAI N 1 $55.00 $55.00 INSTALLATION SITE NAME:'I CRUZ MONICA INSTALL LABOR CHARGE: $55.00 ADDRESS: 64 NW 101 ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N • $55.00 PHONE: 786 5215047 ALTERNATE PHONE: 786 5215047 END OF INSTALL #2 INSTALLATION #3 REF # 105 ESTIMATED INSTALL BEGIN DATE: 01/21/2020 ESTIMATED INSTALL END DATE: 02/20/2020 BASIC INSTALLATION LABOR: SXU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 -442 BUILDING MATERIALS PERMIT FEE-NAT/ 0.00 EA N $0.01 $0.00 — CONTtNUED ON NEXT PAGE — Page 4 of 6 NO. H6322-172486 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: CRUZ Page 5 of 6 NO. H6322-172486 INSTALLATION #3 (Continued) REF #105 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM I TAX PRICE EACH EXTENSION 7 1 PERMIT FEE/ 395.001 EAJ N 1 $1.00 $395.00 INSTALLATION SITE NAME: ICRUZ,MONICA INSTALL LABOR CHARGE: $395.00 ADDRESS: 64 NW 101 ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N 0 $395.00 PHONE: 786 5215047 ALTERNATE PHONE: 786 5215047 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, SPECIAL NOTES: • 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 IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. END OF INSTALL #3 (TOTAL CHARGES OF ALL MERCHANDISE & SERVICES I Policy Id (PI): A: 90 DAYS DEFAULT POLICY; 'The Home Depot reserves the right to limit / deny retums. Please see the return policy sign in stores for details.' SALES TAXI $0.00 TOTALI $4 842.66 BALANCE DUE 1 $0.00 Page 5 of 6 NO. H6322-172486 Customer Copy 1 REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. JE EIVED F12 20jp Fm W F- c, J J CL_. - I c Q_,� 3 _. OPENING PRODUCT ESIGN OPENING SQ. WIND PRESSURES APPROVALrPRESSURES COK090S NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #)OS. NEG. : • . 1 36 80 20.00 1 4 38.2 1 -41.6 1 FL21855.5 1 58.0 1 -80.0 FRONT itY -•LSMI • • REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOOF�S, • • • • NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. • ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INT jCONJ,RETE • • 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 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT �- 12 FT 4 IN CRUZ RESIDENCE 64 N.W.101ST STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 07/01/2019 - 4:1Opm Talyssa V:\projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Wlndload Charts References\2017_d FBC WIND CHART th 6 EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH <_ 60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING - 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' BASED ON Kd = 0.85 NOTTO BE USED OR MATCHED WITH 'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES INTERIOR ZON PRESSURES 1 Mean DESIGN PRESSURES (PSF) - ZONE 4 - Roof Tr' utary Area (Sq F � ht 10 20'y 30 1 40 -43.4 -41.6 -40.6 -39. 0 -15 ft +40.1 +38.2 +37.2 +36. ,%3 45.1 - . -42.2 -41.4 `14 18 ft . +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 54.7 -53.4 -52.4 -5 .6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 60 ft -58.2 -55.8 -54.3 -53. - +53.6 +51.2 +49.8 +48.u1 _ - EXTERIOR ZON5 PRESSURES Mean DESIGm S (PSF) - ZONE 5 f ea (Sq Ft) 3 Eght 10 40 5015 ft -53.6 9 46.4 45.2+40.2 +36.4 +35.918ft -55.7 8 -48.2 -47.0+41.6 .6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 .4- 30 ft +46.3 +44.3 +43.0 1.S.' -64.1 -59.8 -57.3 35 ft +47.9 +45.7 +44.5 `42: -65.9 -61.5 -58.9 7. .6 40 ft +49.2 +47.0 +45.7 -67.6 -63.0 -60.4 -58.5 - - 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 ft +53.6 +51.2 +49.8 +48.8 +48.0 U INTERIOR ZONE(4), EXTERIOR G01R OKMNMEA a= 10% OF LEAST HORIZONTAL DIMENSIO" -"�� ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BU THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 2 a a ROOF f� HEIGHT 1 (MRH) FI F\/ATTr)N 1 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING AS INTERR]j s NE-4� R EXTERIOR (BUILDING CORNER, ZONE 5) PER THE URE BELOW LEFT OR INFORMATION P 1 EDab y0U 1. ANY QUESTIONABLE OPENIN _ SIbMD TN ARE CRITICAL (EXTERIOR) ZONE S. 2. ID ENTITY THE BUILDING MEAN (AVE • LOWEST GROUND ELEVATION. IF THE MEAN R OF HEIGHT CANNOT BE IDENTIFIED, U E F HEIGHT. 2.1. ALWAYS ROUNDUP ROOF HEII,, - AB A E. 3�2. VALID FOR ALL ROOF SLOPESI f2 S 0•, NGINEER FOR REDUCTIONS. . CALCULATE THE TRIBUTARY AREA OF� - M �N Q THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFECTIVE - _7FtE� - HT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU�f A- �O LY- 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: S ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 S �2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. IGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. RST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN E RATED LIMITING WIND VELOCITY ABOVE. GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4: NAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. 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 IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CT-APP OVER CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER AP -ROVA LLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE OTMt?RS,I A CE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO A r 12. NO CERTIFICATION IS OFFERED FOR IN, STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HE _ _ FICATIONS OR AFFIRMATIONS ARE INTENDED. N ROOF HEIGHT (MRH) EXPLAINED _ •• 4 LEAST HORIZONTAL z [ml O Ln -n pAj o - -n n - PEAK ROOF DIMENSION p 0 p T m 0 �D 0 A D r o r^*m (AD _ '• m HEIGHT 5 5 mm�n C:n V1 MtnmzXXVr � Z>m UCim Tom 0 m U13�01. OOZ0andmDr og m> MEAN 3pO�lm0veC ODO IACPZ -HZO= va ROOF 5 ® �zD• Enzzm`_ p,I "EMDOpm�-ram Om EAVE HEIGHT 0r-Z�-1O 7 c;00>zZ.A ;U0(n pD ROOF (MRH) U.)M a mm Zrml9E-rHZrrn NO • • • }IEIdHT • • • • • WIND F y° -H In G y ,� m = rn m z • • • • • • • • • FLOW � O rn p m Z Z Z M Z I, w r7 U) a � < A� vD Z m�1A�•• Ul0 v^. O •� • • 00 •• O <�� ■ ■ p�Z �yOjOpDmTfilm DD O O�l n • 3-im m-1 r -IZLA �v • • a. • •• PLAN VIEW 4 pZn �y�'"r 0;0 rn z DG O Om wm>;0 0 v> COMPLEX =0� =moo mya- vm • • a�i �'a • •ISOMETRIC•-_�• • • CORNERS 5 5 Z 0m �' m a Z D R° Ln p" to O o REMARKS ORWaI CIIKO r DAB O INIT ISSUE GSS• TSB 09/05/1, m i REV -ADJUSTED HEIGHTS GSS TSB 04/09/1: 3 REV 2014 FBC DGM TSB 06/10/1 UPDATES, 2017 FBC FLB FLB 12/17 Z � 2 m OR HELP FB • /2/19 P cn V • • 1 z THIS DOCUMENT IS THE PROPERTY OF ENGINEE•ING E%IRES, AND SHALL NOT BE REPRODUCED IN WHOLE OR•ART VmmUT• p r A WRITTEN CONSENT OF ENGINEERING EXPREW"RARIONS. N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT 0 PERMITTED AND INVALIDATE OUR CERTIFICATION. • • • • • m 0. VFEEDVICQN: FLORIDiA BUILDING CODE EI\IGINEERING o � lrwp - o mD ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: m>D = �Z •QI!vSIVN LQADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 Qn MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 p ^� (-N- Do '' "' '' •'ASCE 7-10 (954) 354-0660 866-396-9999 Z 0 �o TEAM @ENGINEERINGEXPRESS.COM p °z m -in ENGINEERINGEXPRESS.COM < lO rt, Florida Building'Code Online -fI�. 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search d!I Product Approval ,.y USER: Public User d b r Product keoroyal MQrw > Pjj SUj&t or Aorication Search > Anolicatior List > Application Detail FL # FL21855-RI Application Type Revision Code Version 2017 j Application Status Approved I Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email n 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 Reg lsoeredArch itocsor a•Licensed Florida Professional Engineer • • El Evaluation Report -Hardcopy Rece••i•ve•d• • • • • • • • • Florida Engineer or Architect Name who developed the Javad Ahmad • • • • • • • • • • •; • • • Evaluation Report • • • • • •• •• • •• •••••• Florida License PE-70592 • Quality Assurance Entity National Accreditation and Managelent"In,Ititute 0000*0 Quality Assurance Contract Expiration Date 12/31/2018 , • ; ' 0, • • Validated By Jesus Gonzalez, P.E. • • • 0000 • Y • • • • ❑� Validation Checklist - Hardcopy Received 0000 Certificate of Independence FL21855 R1 C701 S-Assura-Fr-n h Doors -CI 2017 odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http:/,'www.11oridahuildinp.org/pr/pr_app_dtl aspx'�param=°wGEVXQwtDqufj9Qzli6YQilImPoNY9FDr:kOAO.IchssscyczV2eeR69g".3d"o3d[2/13/2018 12 16:01 PM] 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 # Model, Number or Name l- Method 1 Option D 12/15/2017 12/17/2017 12/19/2017 02/13/2018 eDescription 21855.1 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 i Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: See attached drawing W15-58 for span vs load combinations and installation instructions. I Installation Instructions Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS -Series 1800 Alum Outswina French Door LMI)-PAE 2017.pddf Created by Independent Third Party: Yes 21855.2 i Series "La Francais" Aluminum I Non -impact resistant aluminum outswing French door w/wo j Outswing French Door w/wo Sidelite sidelite. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other: See attached drawing W 15-70 for span vs load combinations and installation instructions. 21855.3 Series 230 Aluminum Outswing Door w/ Sidelites 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 W15-33 for span vs load combinations and installation instructions. 21855.4 Series 230 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: +80/-90 Other: See attached drawing W 15-32 for installation instructions. Installation Instructions Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports 2017.12d f Created by Independent Third Party: Yes Non -impact resistant aluminum outswing door with sidelites •••• Installation Instructions • • • FL21855 R1 II SS-230 ddtswfhg Dod11ljI)%017 DWG VE15- 33Tadf •••••• • •• •••••• Verified By: Javad Ahma4iJ:"70592 • • • Created by Independent illiiici Party: Yps • • • • • Evaluation Reports • • • • • • • • FL21855 Rl AE SS-230•duislwing Dotr (NI)-PAE 2011n • Created by Independenf Tliftf Party: Vt • • • • • • • • Large missile impact ressstn4b:uminum outswing door will sidelites. • • •• • •••••• Installation Instructidi's • • • • • • :**so: FL21855 R1 II SS-230 OGtswlnq Do4�!!M -2 0 7 DWG • W15-32.pdf •••• Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS-230 Outswing Door )-PAE 2017 Qdf Created by Independent Third Party: Yes 21855.5 Series 249 Aluminum Outswing Door ; Large missile impact resistant aluminum outswing door with w/ Sidelites sidelites. Limits of Use , Installation Instructions Approved for use in HVHZ: Yes FL21855 Rl II 5S-24 reach Door (LMI)-2017 DWG W15- Approved for use outside HVHZ: Yes 30.pdf Impact Resistant: Yes ✓ Verified By: Javad Ahmad PE # 70592 Design Pressure: +100/-141 Created by Independent Third Party: Yes Other: See attached drawing W15-30 for span vs load Evaluation Reports hup://www.tloridabuilding.org/pr/pr_app_dtl.aspx9param-=wGEVXQwtDqufj9QzTt6YQjIImPoNY9FDEk0AQjchxsxcyczV2eeR69g"o3d4o3d12/1312018 12:16:01 PMI Florida Building Code I combinations and installation instructions. FL21855 R1 AE SS-249 French Door (LMI)-PAE 2017.pd Created by Independent Third Party: Yes IIt Contact Us 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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: Credit Gard Safe •.•• ..••.. • • • http-/%www.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDqufj9QzTt6YQiHmPoNY9FDEk0AQ?chxsacvczV2eeR69g°o3di3dl2/13/2018 12:16:01 PNIJ i .jx 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 SMUte - N.I. ...... . Series 230 Aluminum Outswing Door w/ Sidelites - N.I. •••• • Series 230 Aluminum Outswing Door w/ Sidelites — L.M.I. • Series "1800" Aluminum Outswing French Door w/wo Sidelite.. . 0:CN.l. : 0 •.. • • .66 • • •: ..... Series 249 Aluminum Outswing Door w/ Sidelites — L.M.I. ...... . .' Certificate of Independence • • • • • •• • • Dear Sirs, •� •�•� ' 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, '..�S.ON..Sealed: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.afcengcom I alfaroogalfaroog@afcengcom 6` MAX. GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) - FRAME HEIGHT - 14.875` D.LO. WIDTH (X DOORS & O PANELS) = FRAME WIDTH - 11.8 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 LOCK OPT 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 29Y 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 & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.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. HEAD/SILL ANCHORS U ; AT STILE ENDS 41 7/8" (6) AT 3" O.C. FRAME WIDTH FRAME WIDTH Z T• r 6` MAT(. 3` 15" MAX. SURFACE APPLIED HEAD/SILL TYP. 15" MAX. Q Tdl HEAD/SILL I FALSE MUNTINS CORNERS HEAD/SILL' 2 aI A MAY BE USED �m LL NM, HINGE OPTIONSC C pT \ SEE SHEEP 5 \ I O O O y �o �\ U z 76 gg J II O \LOCK OPTIONS_ u -�Im rn SEE SHEET 5 ' _ II O1I' �' O 00 / K0 cc 7r_�___ -- O 1' !L /) L B II B \ / j C7 Z 0 ` ono INACTIVE ACTIVEH-� y E - 1 I a N N O 30" \ iz 30" I 29 D.L. OPG. 38 5/8" a L' 38 5/8" LEAF WIDTH�I LEAF WIDTH 38 5/8" LEAF MOTH a TYPICAL ELEVATION TYPICAL ELEVATION o p SINGLE LEAF DOOR DUAL LEAF DOOR „ •• ••• • •DOQR • • • • QP'jIONS. • • • • • Lia 0 - 8 - •• •: .•: : : :.: •. FL #21855 m • • • • • • • • • • • • • • • • _ • A- CONTRACTOR•O BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION ®®�'J'i°�....7Mw /�' •I ;\\ PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONJ11'ONB OETAREC '''f ;•'a NS.F ON 'HIS DOCUMENT. I M i • • • • • : • • : • • • • • • • • • • • • • • • • • • ^- B- TMIS CTANY•MEV UATION DOCUMENT WI'_L BE CONSIDERED INVALID ',F • : ALTER O d • C- SITE SP♦ f M Pf.WEW SHALL BE PREPARED BY A FLORIDA REGISTERED - • FMOIN OR 'ECt.WHTO Will DECOME THE ENbNEER OF RECORD (E.OA) • TOR E P1tOl Aqp WHO WILL BE RESPONSIBLE FOR THE PROPER q�il USE AL• P D 7NGINFFR OF RF.CORG. ACTING AS A ORFGATEO �® `• • ENGMEER TO THE AD. ENGINLcR SHALL SUBMIT TO THIS LATER ME SITE ST SPECIFIC DRAWINGS FOR REV'EM. / L�Sl F( �•.•` U,O \` D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL 4ND SIGNATURE OF pTw�,,,///y� \ THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 22f2 ®®I(V(P(V( LT;`\ \ o 4 dfOW1Rl) 00. w'� CJ_ 20 J SheE1 ) Of j 6 • • • • • • • • zzHameO:'I L/ 14lLU I • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 ANCHORS AT MULLION �V HEAD/SILL ANCHORS AT 4", 7" h 10' FROM END OF A� M AT STILE ENDS FRAME AT DOOR AND SIDELITES �Y _ FRAME WIDTH (8T AT 3' O.C. TYP. AT HEAD/SILL 1 '^ 1 1/4" MAX 1 1/4" MAX 0 y 41 7/8' 80" MAX. 41 /8' SIDELRE FRAME WIDTH XX DOOR FRAME WID SIDEU FRAME WIDTH # 2 _ d 6" MAX. I w 3' 15' MAX. SURFACE APPLIED O W HEAD/`SILL TY-P _ HEAD/SILL FALSE MUNTINS 6 �y CORNERS I F A �� _ MAY BE USED p CPI > l4 i 11 II O �F� II I / u1 yW1 HINGE OPTIONS SEE SHEET, 5 J v y WNf F C cn Q LOCK OPTIONS H O o D � \\SEE SHEET 5 ' ii / ii S AdoM U___- 3 O \ -- --"--- 3 3 a° m - a7 min rl E G B \ / H� O V INACTIVE 4 ACTIVE 30' 30" 29 7/8- 30' I 1 mw O.L. OPG. D.L. OPG. D.L. OPG. 38 5/8- + o 38 1/8- LEAF WIDTH 38 5/8' 38 1/8- LEAF WIDTH LEAF WIDTH LEAF WIDTH u TYPICAL ELEVATION ( oxxo) •• ••• • • • • • •• IYITH PANEL SIDELITES • • • • • • • • • ' SIDELITE OPTION •• ••• •• • • • •• `````�1u1n1„rrrr/, ceN `�Q a ; Q g \I a I • • • 70502 • • • • • _ ; y • • • • • • � S � drawing no. FL #21855 /�''rSi�CPIALt �� sheet 2 ofls • • • • • • • • sealea:Tzn4rtuTr • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD/SILL AT MULLION V ; SILL ANCHORS / AT 4", 7' h 10" FROM END OF � n (I STILE ENDS �'-FRAME AT DOOR AND SIDEUTES I (6) AT 3O.C. TYP. AT HEAD/SILL FRAME WIDTH Z• Q Q f i ((LL i i Opp+ a o SURFACE APPLIED d FALSE MUNTINS �y eV MAY BE USED p ci�Wn 0 Ql�rr Q W]C NZly gO0a pq 'c 0_ O_r0.,a- 0 OzEO = o TYPICAL ELEVATIOOXXO ) • • • • • • • • • °WIT iH IRFCT SET SIDELITES • • • • • • • • • • • woSIDELITE OPTIONucz No.706925oFL #21855 '� e11AL 6' MA%. 46 5/16"MAX.XX DOOR FRAMEWI H 3"HEAD/SILL • • • • • • • • Sealed:12/14/2017 • • • • • • • • • • ••• • • • ••• • • �► 1 3 v 3 41 7/8" 31' i. n . FRAME WIDTH WINDOW WIDTH O 28" pW i 6" MAX. 15' MAX. D.L. OPG. (FIXED)~ g $ HEAD/SILL HEAD/SILL Al 10 I/2' ( CORNERS 14 MAX. 5' MAX. G lu I I HEAD ~� CORNERS :0.: A l y Et r F1 OO m o a O ` g \O Oyd N¢q 7LL FFji �z j2Ogg 3 Q WIn \ $S tc to / N O U C1 i <v ILJf m ' vl J I 14 _^ O / 207/8" I m p 3 00 � o � >Z 7 SILL e' o p n i 26 5/8' ; 1i- 9n D.L. OPC. (VENI) o ze 7/e" 3 8_ m VENT WIDTH o 0 / c O`Z E - ° 14 0 30" I z NOTE: D.L. OPG. I ,. o SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 3e 5/8" " Dp = +65 LEAF WIDTH —80 PSF C " EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD - N TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 • • • • • • • • • • • t c v SINGLE LEAF DOOR WITH SINGLE HUNG WOW INSERT • • • • • • • • • - S.H. WINDOW INSERT OPTION • • 900 • • • • • • • 3,'�jOENy � rdrowing W 15-3� FL #21855 • • ••• a • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A' OR 'Al' GLASS TYPES B' OR 'Bl' 42 109 80.0 1 80.0 00.0 1 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMT 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 III 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 SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #a-32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: W� �I \ I \ / DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES A', 'AI•, 'B' OR 'BI' BO 109 8).0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMIT EXT.(+) LOADS TO 58.0 PSF 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. ION k2 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS •• ••• • • • • • •• SEALANTS: • • • • • • • • • FRAME CORNERS AND GLAZING BEAD TO PANEL SEA% • � : : : ; : • : • • WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WAISILICOV.• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • % •• • • • % • • • •• ••• ••• • • FRAM Ui y\ S Y / ACTIVE SINGLE LEAF (X) DOORS WITH S.N. INSERT DESIGN LOAD CAPACITY - PSF GLASS TYPES • DOOR FRAME WIDTH FRAME HEIGHT A', 'At', B' OR 'B1' INCHES INCHES EXT.(+) 42 109 65.0 80.0 CLASS TYPE 'F' • S.H. WDW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF J J 9 O O s a i 3 C O E � a C ; 0 O Sam m $ ,o°° OZ OCN CL M N� E v te a - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0;_2 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 `111111II/11ITr 9�'•''vcElisF O _- N0.70592 " .�'• 9 '• oZ`�.'.._ moR.• `.�� FL #21855 8 o drawing no. W15-30 Sealed:12/14/2017 STATIONARY PANEL (0) OR DOORS WITH SIDELTTES DESIGN LOAD CAPACITY - PSF PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A', 'Al'. 'B' OR 'Bl' EXT. (+) INT. (-) INCHES INCHES INCHES 81 41 7/e (X) 48 80.0 69.7 80 (XX) 41 7/8 (X) 85 B0 (XX) 48 80.0 69.7 91 41 7/8 (X) 48 B0.0 69.7 80 (XX) 97 M 4180 42 80.0 79.6 (a 103 41 7/8 (X) 80 (%%) 42 80.0 79.6 109 4180 SX)X) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE, LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 I 1 1-1/a• u DIRECT SET SIDELITE WIDTH DOOR WIDTH i (X) OR (XX) —LEAFWIDTH • • • • • • •• — ACTIVE f • • • • • • • PANEL SIDELITE WIDTH DCOR WIDTH • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I DOOR W. SIDELITE W. r_ 7�1 l lit � (XD) (OX) SIDELITE W. DOOR W. I \ STATIONARY ( 0 ) SIDELITE W. DOOR W. SIDELITE W, 1 ( OXD ) SIDELITE W. DOOR W. ( Oxxo ) 111nuu4 AAA I77 '.. `,AAGENgF '•�.' p m c � _ •� 11, N0.70592 _ p, ji� v %A '. Q 9T - dr- 0p. FL #21855 III NAl Sealed:12/14/2017 I•� 3/16" HEAT STREN'D GLASS /16" HEAT STREN'0 GLASS 1/4" AIR SPACE n 3/16" HEAT STREN'D CLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS Z ro ; 090' Inlerloyer 3/11" HEAT STREN'D GLASS v 3/16" HEAT STREN'D GLASS .090' Interloyer 0_ i Saflex Clear And Color Glass Senlryaos < 090" Inlerla er .090" InlerW er f 2 1 CBy 'Eostman Chemical Co.' y y By 'Kuraray America, Inc. 1/6" HEAT STREN'D GLASS r�i tt Saflex Clear And Color Glass SantryGlas < N }/16" HEAT STREN'D GLASS By 'Eastman Chemical Co.' By 'Kuraray America, Inc.' 3/16" HEAT STREN'D CUSS .090" Interloyer ,�',,, U SentryGlos el 1 SILICONE ` I J/18" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE By 'K,oray America, Inc.' GE RGS7701 ) SILICONE CE RGS7701 cc p GE 1200 \ ' GE RGS77701 a: w GE RGS7701 GE 1200 1/e" HEAT STREN'D GLASS Q N p GE 1200 V Z i l m i m i y m 1 CIE RGS7701 a C m p I II I S' �I I. I GE 1200 Q a p C • O�t O 9. Q W T 37 I iu LL z III Z QU h � JO W A f q mo ALUMINUM p mo ALUMINUM g � SPACER W � rc SPACER p O SWc /6 4- \ A6 SMS / AT 4-1/2" FROM ENDS AT 4-1/2" FROM ENDS \ AND 10-1/2" O.C. / AND 10-1/2" O.C. 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES O O ro ^ GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE T oo x (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Cr 0 GLAZING OPTIONS v u o coy, 3 a GO o E 1 viaE� CUSS TYPES GLASS TYPES a! rn ao F �'A' OR 'B' (ABOVE) C'Al' OR 'Bt' (ABOVE) '- SILICONE SILICONE u GE RGS7701 GE RCS7701 GE 1200 C GE 1200 I m i m z 11 �0 fit 0 �0 35 1 I I I v 0 rE c� o 0 - �+ AT 1/4 POINTS ON LITES w 39 WIDER THAN 36" •• ••• • J9 AT 1/4 PIIINTS ALL S12�S • • • • • • • • • • • • • • • • • • • • • •• m o GLAZING DETAILS AT SIDELITE • • • • • • 0 • • 00 • • • • • • • • i • • • • x1111i1111 I1ii� �- n celvIs a OF FL #21855 yyfffll111111 sheet 7 of16 0 Is • • • • • •• •• ••• • • • • • • • • • ••• • • • •• • • • •• • Sealed:12/14/2017 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR LOCATION I U i. 3/11" X EPS .WEEPS 1SILL ENDS D SILL EN ° TYPICAL ANCH S ` SEE ELEVATI EDGE DIST. FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX, EXT(+) LOADS TO 100.0 PSF (SINGLE DOD ) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE D00 10Y WOOD BUCK EDGE DIST. a, (SEE NOTE SHEET I tiff TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r 0/ OR \ BY D BUCK (, 3 ✓ EDCE TRUCTURE DIST. (SEE NO HEET 1) ~ z n 3 � h z �a Spp o 7TYRC�AL�ANCHO�RS 0WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 a o n .+ Q METAL riy/�t EDGE /� STRUCTURE DIST. J NIIII�II•I•��••i1111 ��Ir TYPICAL ANCHO S: SEE ELEV. FOR SPACING Q W IL LL Z •= 'ELCO' I 1 1/4" DU\. ULTRACON BY (F-177 KSI, Fy-155 KSI) wu Q w 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I a THRU i BY BUCKS INTO CONC. OR BLOCKS J � 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J GIs 1-1/4" MIN. EMBED INTO BLOCKS JAMBS) L N DIRECTLY INTO CONCRETE OR BLOCKS O TYPICAL ANCHORS SEE ELEVATIONS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ; 0 o :. v FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) 1/4" DIA. T KS OR R F DRI IIN REWS (GRADE S CRS) INTO F.B.C. APPROVED MULLIONS ; •� `E ` OR 5 v INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 m (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 a o ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) Oz o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 7, a M NO O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) It — TYPICAL EDGE DISTANCE Q �2 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. T INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. D AT HEAD OR JAMBS SG - 0.55 M B3 C-9RMOLLOW/FILUE 0B20DO PSI MIN. LOCK AT JAMBSf m- • • • �• • • !qyam/ l g 7A x ALTERNATE • • • • • � � '": : : • • • 1 • •[;ALTE1R11VtTE I CAL AA��11C��IlORS° °r7SEE NCHORS ELNISTILNS • TIONS EDGE !. is • sSPACC�jNNGEDr:T' SPACING ST D1A2 •THBESA4 • E • LL)W THRESHOLD APPR'D •OR WATER RESISTANC* • • NOT STANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF OPERATING UNITS 11111111e11,r/�//// ` No.70592 '� '•, OF drawing no. -30 FL #21855 • • • • • • Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8" MAX. SHIM 1= METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING E �a1 3/8- MAX. SHIM TYPICAL ANCHOR$ SEE ELEV. FOR SPACING \• N G O • SEE LOCK OPTIONS SHEET 5 IN —ACTIVE LEAF ACTIVE LEAF I I EXTERIOR D.L. OPG. LEAF WIDTH_ DOOR FRAME 'NIDTH MULTIPOINT LOCK-- O 3/8" MAX. SHIM 1BY 3 WOOD BUCK 16 21 TYPICAL ANCHORS SEE ELEV. 5 FOR SPACING EXTERIOR HINGES /SEE LOCK OPTIONS SHEET 5 • • • • • • •ODOR (FRAME ITV DW • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ACTIVE LEAF �v ALTERNATE JJCHOR LOCATION �Y I 3A Z R@n 3 3B �� rR �a0 g o 0 d u O — O 0g o O IICd/A� y OJ Q W 7 ALT. FRAME JAMB III., i y L) J J 318" MAX. SHIM 3 L O 0 p v r7 x 0 M / c 2eY WOOD BUCK OR O t Y V d o e OOD S UCTURE o G o v 3ao� j R a� �2 TYPICAL ANCHORS SEE ELEV. FOR SPACING PIVOT HINGES (SEE HINGE OPTION SHE 5) c u 0 0 OPERATING UNITS v O IITnn1IIIi %CENBF --•YJ c N0.70582 �A®••, ST drowi FL #21855Tsheet g of 16 Sealed:12/14/2017 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE I ANCHOR. LOCATION II / • ALTERNATE__._._ 3/8" MAX. SHIM. L ANCHORS SEE ELEV. Hi SPACIN61 C WE 1" FROM d0 /2 SILL ENDS TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) ALT, FRAME JAMB M. OR #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" O.C. MAX. PANEL SIDELITE INSTALLATION DETAILS #10 X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. % I) EXTERIOR LEAF WIDTH SILICONE ALTERNATE N : s GA N C � • • • • • • �_ • EDGE •IST. _ •SEE ELEVAT166NS • FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) / L LEAF WIDTH -BUTT HINGES DOOR FRAME WIDTH PANEL SIDELITE UNITS ; & Nir i ` n �yy N0. 70592 ._ ��•.• drawing o no. Pv...•...... W15-30. FL #21855 • • • • • • • • �ealea: lu wicv I r • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • 0 V ; TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAILS SEE ELEVATIONS In _ EDGE DIST. FOR SPACING Z � m 3 H w o , O ry p V 0 U ry S�Wm K 0 'mom e �� vtm cr I T5 0 41 j; f 35 4 I Q v� r7Zj II I S 7 3/8. MAX. i SHIM I I �� it I TYPICAL ANCHORS 3 O SEE ELEV. FOR SPACING J • 25 25 J 16 O on O 10 0, p • _ _ b af M v S M rn w 'o C < 35 21 I O - u m d H 3 EXTERIOR ' S z 'L CD m WD.L. OPG. LEAF WIDTH _ O Z p i I SILICONE � / 'PIVOT E O7 HINGES S V21n ao F P j DIRECT SET SIDELITE WIDTH E DOOR FRAME.WIDTH II i10 X 1" PH SMS AT , FROM ENDS AND 16" O.C. MAX. I `o iI I `u I II N 1 I 35 i i 25 -• •• ••• • • • • • •• 0 0 y • • • • a • • • • DIRECT SET SIDELITE UNITS v j •• ••• •• • • • ••fl- AH \� ��....00E.. /� •r f _q I • ••• ••• ••• ••• . - No. 70592 = c • • EDGE WST. TYPICAL ANCHORS • • • • • • • f - _ SEE ELEVATIONS • • • • • • • • • • _- FOR SPACING • • • • • • • • • • • • �•'•.• AT - drawing no. DIRECT SET SIDELITE UNITS //L� `` W15-30 FL #21855 i�IlllllTT�N� sheet of 16 • • • • • • • • JtlgltlU. 1U 14/LV I r • • • • • • • • • • • • • • • • • • • • • r 11000 .OBO .D93 1.750- 4.000.__- 062 o n .� _. 1.750 U 2,375 .625 T L II .062 500 �- I 750 � 2.375IT Z -. • h 3 F-.332 --1 1.843 .090 I ^ I.843 I•^.145 W G FRAME HEAD O TM-099 8.250 37 PANEL GLAZING BEAD TM-155A 3,465 •� 9 SIDELITE HEAD/SILL O GW-30769 850r 1.465 tM 0 t R n V LJ ro d 2.375- 2.125 L� .062 125 w310 ♦,572 O .71 .050 O Z LL CENTER HINGE888 4,000 7.988 2125 A 25 f SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) ® - PIVOT HINGE _ z O U 1� 1.7 50 9 DOOR TAB-02T9T203M6RAIL 0.248 - 72 GW 37889-A Ou7FR HINGE 1.500 -4.000 nf 1,500 25 2.t062 25 ig dl! JJOv0i m03 DOOR JAMB/SIDELITE FRAME BA5499 HINGE PIN 3.681 I .062 T 1,376 STD. SILK ADAPTER .500 I.000 28 BA5798 i86 _1 MID RAIL CORNER CHANNEL 655 LOW THRESHOLD 8970KB o a.0 n 0 M X o m y ..625 .062 j t.750 1.750 .093 r I ,625 �t.65B .062 y 1.030 �- I L-3.g75�•� .635 1 275 C ; m m 3 (L o m 062 �- 4.090 � _1 I I II .250 '^ 0 h Z n 4.000 .09J HINGE CAP 1.829--1 1.865 ��a F 0 DOOR HINGE STILE /H x S EH. SMS HIGH SILL ADAPTER 29 TM-193 3B PANEL ADAPTER O 1 .562 lJ TM-32995 11 ° 2.000 i45 INSUL. CLASS 2.157 I_ 4.530 TM- 194 -T DOOR TOP/BOTTOM RAIL TM-32994 -4.659 .093 2.040 1.750 -1 � 0.93006 3.500 0 11 7.689 II - R 25 °° I� .625 187 .SSt - U 6 .062 L 1� 4- .060 �.---- COOO 0 y I �^t.57a'j 2.00o ° FRAME SILL (STD.) 'H' MULLION SILL COVER O BA5797 75 'HTJ0 TM-180 .075 .625- c v o -� 375 --T 4'ODD 2.126 • • • • • • - #62$•-�� • ACTIVE LEAF LOCK STILE O TM-172 • 0 BUTT HING? • }r-� -W • • • •62• • • • .�' 0 c WEATHER-STRIP ADAPTER GW-31826 I • • • irr • • • • \�t1 1777 I 7�ji. �%�C�= --- - 4.659 093 -.075 �� • • • • • 3,790 71- Er 1.287 075 y.1000 �062" • • .186r0 • • �1I • _�Y�i;®' • - . 30 4 0p .•• • 715 drawing no. 99 . L4000625 L.12'! I-- • 2.011 • •-O•rL •• ��•.• 'N.0.. ••• • 3° 01 . .]..W...r ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER W15-30 SIDELITE GLAZING BEAD (LAM. GLASS TM-157 4A INACTIVE LEAF LOCK STILE TM-36048 31 REINFORCING BAR TM 182 FL #',? 1 8c3 J BA BA lllllt\ Sealed: 12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i I'EM / PART / QUANHTY D63CRIPTION 7MATERIAL YANF./SUPPLISft/RhIfARKS 1 TM-099 1 FRAME HEAD 2 BA5797 1 FRAME SILL (STD.) 7A 8970KB 1 LOW THRESHOLD - Z 3 BA5499 2 FRAME JAMB 6063-T6 - Q k h -" -- AS REDD. ALT. DOOR JAMB/SIDEUTE FRAME 8063-T6 - P x 2 AS REOD. ALT. FRAME COVER 6063-T6 I ACTIVE LEAF LOCK STILE _ 6063-T6 - tl O `v- 1 INACTIVE LEAF LOCK STILE 6083-T8 - 1 PANEL HINGE STILE _ _ 6063-T6 - I PANEL TOP/BOTTOM RAIL 6063-T6 - 0 '0 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES (TOP/BOTTOM) 0 O W p Qp 3/ LEAF BUTT HINGE 6063-T6 SULLIVAN & ASSOC. IS - C 3/ LEAF PIVOT HINGE 6063-T6 LOIRA Q �` AS REOD. SIDEUTE HEAD/SILL 6083-T6 2 DOOR LOCK INSERT 6063-T6 LOCK STILE LL Z LL 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM4' LONG I 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN & ASSOC. Q AS REOD. 'H' MULLION 6G63-T6 AS REO'D FOAM FILLED BULB W'STRIPPING - A87 X .250 T-SLOT AS REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING AS RFD'D. FOAM FILLED BULB W'STRIPPING - .187 X .350 T-SLOT J 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOSOM) 6063-T8 M & M PLASTICS 0 1 PANEL BOSOM RAIL 6063-T6 - O AS REOD. 110 x 1/2' F.H. UNDERCUT SMS. STEEL AT FLUSH DOLTS 3 p O 2/LEAF 1/2Y THREADED ROD, WASHER & NUT STEEL TOP/BOSOM END RMLS o rM�O x -- 0 DEAD BOLT LOCKING HANDLE - KWIK-SET w 4 1 MULTI POINT LOCK - ACTIVE LEAF, 41" FROM BOTTOM ? C 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 1 0- AS REOD. /10 x I" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 0 AS REDD. STD. SILL ADAPTER 6063-75 - 3 a m AS REOD, HIGH SILL ADAPTER (USED WUH STD. SILL) 6063-T5 - 0 a p Z N 1 SILL COVER—6063-T6 - - LOCK STILE REINFORCEMENT 6063-TS - y � p 4 SIDELRE GLAZING BEAD (LAM. GLASS) 8083-T6 SIDE LITE GLAZING PERIMETER Q 0. r 4 SIDELRE GLAZING BEAD (INSUL. LAM. GLASS) 16063-T6 510E LITE GLAZING PERIMETER O OPTIONAL PANEL GLAZING BEAD INSUL. GLASS PANEL ADAPTER 6063-T5 - AS REOD. SETTING BLOCKS (1/8' X 3/4' X 4' LONG) EPDM I DUROMETER BOt5 SHORE A DOOR COMPONENTS o • I • c M mo I� • •\V\L\\11111� //7// m i S�•''�tG ® _ I • No.706B2 g ~ • • • -V • • • :�0�•,, F dTawingo no. FL #21855 ///Q2i/®NALT \��`` sheet 13 of 16 • • • • • • • • Judleu. I L114/4v 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS m FOR SPACING ALTERNATE ANCHOR LOCATION II P 1 ag5� 26 16 l n a ` 10 % 1-1/2" FH SMS EE ELEVATIONS FOR SPACING 81 ad d F- 6. W I I 1 8. I 3. �I • • • • • • SINGLE (X) OPERATING UNITS W/ S.H. WDW. > C1 • • • • • ••• • u 0 X 1-1/2• FH SMS 6 I • • • 16• • • -• • ```��pl �� li, „ SEE ELEVATIONS I p 1 i i 2 \ ``��•' VCEN'•., i •� o FOR SPACING i I I • I • • • • • n • N+N • • • .No70592 •J o • � • • a I - a • • • • � ®'• � drawing no. TYPICAL ANCHORS �(��y ��.•'• �� SEE ELEVATIONS 'i. S.� �.�• W15-30 EDGE GIST. FOR SPACING HI -THRESHOLD OPTION FL #21855 Isneet�t4 of i6, • • • • • • • • J08100: IL7141LV1/ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8" MAX. SHIM #10 X 1-1/2" FH SMS E 1 CSEE ELEVATIONS FOR SPACING my F 1 �rur iu % D BUC 28Y K 00 OR WOOD S UCTUAD �a TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/B" MAX. SH� METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING �oI s" i I 21 9 EXTERIOR 5 I D.L. OPG. (FIXED) S.H. WINDOW WIDTH LEAF WIDTH DOOR FRAME WIDTH -SEE LOCK OPTIONS SHEET 5 3/8" MAX. SHIM ACTIVE LEAF 3/8- MAX. . 'SHIM .• TYPICAL ANCHORS SEE ELEV. • / FOR SPACING ' • O I e � HINGE OPTIONS SHEET 5 1BY WOOD BUCK 21 I TYPICAL ANCHORS yI SEE ELEV. 16 � EXTERIOR 5 FOR SPACING 5 D.L. oPc. LEAF WIDTM • • • • • • • • o FRlU•• • • • • ••• • d o /E wlDTrt • • • • � m ' a I n g • ••••• ••• ••• - No.70502 -� o SINGLE (X) OPERA:11G Uj;TS ;Z;.H.•WDW. • •• • - • • • • • • •• • • • • • • • • • • drawn no. ®.......'.D! �c�°% II w159 30 FL #21855 • • • • • • • • �ealeanzna/zuv • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F 1.937 746 .88T-1 .082 -1 .83T6 1 I I III .625 r LI 1.875 -IO-� FRAME HEAD 17.1 FIXED RAIL REINF. 1.75OF 095 1.000 '0� 1.749 2.541 140 937 �I I--1.563 -I 41 FIXED MEETING RAIL C6') DOOR STILE REINF. 1.750 "658 T- .940 I- 1 .750-.082 1.125 0 1.562 1+11 --I 75D L z1 SASH SIDE RAIL STD. VENT TOP RAIL .969 77 - 787 1.875 - t 94J .882 .062 .674 4--j- � 055 - -- 1.469 - .617 s.1 FRAME JAMB SASH LATCH - 2.050 1.362 2.826 060 .062 2.725 2.250 L .66217 . I I F--1.937 ---i J.750F I VENT BOTTOM RAIL 3.1 FRAME SILL .062 --11-- I1 375 .250 - 17 GLASS STOP ANGLE ITEM / PART N READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.1 GW-31798 1 FRAME HEAD 6063-T6 - 2.1 TM-117 2 FRAME JAMB 6063-TS - - 3.1 - 1 FRAME SILL 6063-T6 4.1 GW-38123 1 1 FIXED MTG. RAIL 6063-T6 - - 5.1 TM-113 STD. VENT TOP RAIL 6063-TB 6.1 TM-112 1 VENT BOTTOM RAIL 6063-T6 - 7.1 GW-31802 2 VENT JAMB 6063-T6 - 8.1 TM-115 2/VENT SPRING LOACED EGRESS LOCK O 6" FROM ENDS LATCH LOCK O 6" FROM ENDS 6063-T6 8A1 - 2/VENT CAST - 9.1 - AS RE00. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5-1/4' LONG) SPIRAL BALANCE PLASTIC - 11.1 2 - CALDWELL 12.1 - 4 VENT GUIDE PLASTIC - 13.1 WV-3045 AS REOD. BULB WEATHERSTRIP VINYL - 14.1 15.1 W43201 W43371 AS REOD AS REOD. FIN SEAL WEATHERSTRIP FIN SEAL WEATHERSTRIP WOOL - WOOL - - 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS /10 r 1" P.H. SMS 17.1 - t.t FRAME TOP CORNER � LU Z � W q f 2 d 1 O p H of A a.0 8 05.06 0'��i O - FlXEO RAIL REINFORCING ALUMINUM - v I U - DOOR STILE REINFORCING ALUMINUM - y J� S.H. WINDOW COMPONENTS � s O I OHO / d) • LL 5 v • o � 3am W o a Oz ma E- VENT TOP CORNER i6. - I 3. 6. FRAME BOTTOM CORNER VENT BOTTOM CORNER FL #21855 • • • • • • • • Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 - AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • 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" Maximum Load: +100 PSF, -141 PSF (Large Missile Impact) Installation Drawines # W15-30 This product complies with the Hieh Velocity Hurricane Zone (HVHZ) testine recluirem'PtItS.•. The above maximum parameters do not occur simultaneod%le : :- See charts on installation drawings for combinations of span Vs." '..' •� Comparative analysis used X Yes No •'•••• • • P Y •• Mandatory Tests (Tested in accordance with AAMA 101/I S 2/NAF T 9-202) •••••- 666i(P_?tON'" a.i):.4TiOC-ATIO.114('-4-'-'- iEST.R tfttT TEST PQ r• `,# •i �.,t.: ' �° 'tea _ W r;r•. v, h.. ' _ , � tMTE� :. .�.•• .• t-. •. �`� ASTM E283 Air Infiltration Fenestration Testing 1/03/2011 FTL-61Er•:• Marlin Brinson, P.E. Leakage Laboratory • �•� °� was ASTM E331 Water Fenestration Testing 1/03/2011 FTL-61a Mar in Brin son, P.�.•• 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) bEs��trtP f()tV TESL' RIrM3 tESTf - Ts }' Y k' r ..*A ....I't:5CATf01Y~ �,T ,r , dE�►i�RT , • . r a1E+L4'1E3 '°~ 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: C. NSe Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 aled: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 alfaroog@afceng.com