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WS-17-22405,V. Ablf4404%-) a,f;,1,,./ vis 1-4 -22u0 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 17 NE 106 Street Miami Shores, FL Owner Information Permit Issue Da' Permit NO. WS -9-17-2248 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: APPROVED 9/25/2017 Expiration: 03/24/2018 Parcel Number Applicant Address 1121360060260 Block: Lot: JUAN & MARIA SANCHEZ Phone Cell JUAN & MARIA SANCHEZ (305)345-0202 Contractor(s) J&G CARPENTRY INC Phone (561)333-5042 Cell Phone Valuation: Total Sq Feet: $ 8,120.28 0 Type of Work: CHANGE OUT 3 DOORS NO SIZE CHANGE I No of Openings: 3 Additional Info: CHANGE OUT 3 DOORS NO SIZE CHANGE I Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $5.40 $2.00 $2.00 $1.80 $130.00 $9.00 $7.20 Total: $157.40 Pay Date Pay Type Invoice # WS -9-17-65088 09/25/2017 Check #: 26601 09/18/2017 Check #: 26315 Amt Paid Amt Due $ 107.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 AFFIDAVIT: ',certify lithe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning"" ,ut/tri m author% above-named contractor to do the work stated. September 25, 2017 Authorized Si • . ture: Owner / Applicant / Contractor / Agent Buildi epartment Copy Date September 25, 2017 .1 Building Department -95-(s' oi\ii Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1 / lj t v. p co SA --- City: Miami Shores County: Master Permit No. Sub Permit No. RECEIVED eT.(i81011 off_, Fec Zo,u w s R -22U0 ❑ REVISION ❑ EXTENSION ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR ❑ RENEWAL ❑ SHOP DRAWINGS Miami Dade Folio/Parcel#: til - 1 3 1000 Coo Occupancy Type: Load: Construction Type: Zip: 3 al 3 � Is the Building Historically Designated: Yes Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): j U �`_� a k) �%V��Z.. Phone#, -5 6S' V czo o� Address: n l (C'�(o City: 1 N\ Q/vvi v kNj f PS, State:`�c�/ C� ? Zips J QI Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �; 4,1• G 0 C.L4 �iN o. },".V�\���1 � Phone#:.) C- � - %`J `•J ° LIC):',7:).., - Address: i\{lc\ `1C1 l {rt C_'--\--..- t� r Pea/4rrimi1,g�NnTiMAtL • cbi-" City: L .JL' -`.7\ C;�.l\r'� ,..V4--"C:10h\State: A ---t..---- Zip: 3 r3 Al I a Qualifier Name: ' Y .' S "k .., I t S Phone#: '57C i -..•''S-3.---- (t.(1 -47-Q. �i f \ .. j State Certification or Registration #. C' Cc- 0 C) r 6 ! Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ( a© ' 'z-'-- Square/Linear Footage of Work: Type of Work: ❑ Addition ri Alteration n New air Re lace v ❑ Demolition Description of Work: Q.(� S). (3-0. -0) don 6-. s %v)c:5 �� D VetA(610 kyvq c.c,-c- futs kg --c,„( Specify color of color thru tile: Submittal Fee $ Permit Fee $ ;C) • GO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ . ,,t � Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ICY-) `' ' l 6 (Revised02/24/2014) Bonding Company's Name (if applicable) r r • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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 a applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN 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: promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the 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 reinspection fee will be charged. Signature GENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of S - 10 c\-- , 20 1,-1 , by ! g day of 7e 01- , 20 r --) , by .4) J c& --J S.GLre...Zwho is personally known to -Q nvej �� 0 (; .4vho is personally to me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: —16—ftetiAA4 egee)k P o: %:?os i•O* Bonded Nu Notary Pubic Underwriters 1N `_ MY COMMISSION # GG 081128 EXPIRES: June 27, 2021 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: e� AN LAYOUNG FF ' 1069 E FIRES: April 2020 8eC •1dNaryServices Bored 1,f. 9 as ****x************************'****'*'*1'*****s*'.►'*****s*******�'**s's'************s***** **say's's'sss*******s********s* " APPROVED BY ` h Plans Examiner I Zoning Structural Review Clerk (Revised02/24/2014) SPECIAL SERVICES CUSTOMER INVOICE Store 0209 NW DADE 5500 NW 167TH STREET HIALEAH, FL 33014 Phone: (305) 624-1900 Salesperson: JW754N Reviewer: LDH5516 Q Name SANCHEZ JUAN REF # 101 Phone 1 (305) 673-7776 x 5625 Address 17 NE 106TH ST REF # SKU Phone (305) 345-0202 J O U) DESCRIPTION PI TAX �� cE EACH Company Name R05 city MIAMI SHORES EA 1X6-8FT PT GC WEATHERSHIELD / Job Description NRTS/EXT/INSTALL 0 State FL Z'p 33138 County MIAMIDADE Page 1 of 17 No. H0209-39826 REPRINT 2017-07-25 14:38 INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY We reserve the right to limit the quantities of merchandise sold to customers Check your current order status online at www.homedepot.com/orderstatus Page 1 of 17 No. H0209-39826 Customer Copy REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION PI TAX �� cE EACH EXTENSION R05 1001-753-960 9.00 EA 1X6-8FT PT GC WEATHERSHIELD / A 0 � $5.57 $50.13 R06 1001-753-877 9.00 EA 2X6-8FT #2PRIME PT GC WEATHERSHIELD / D $5.88 $52.92 R07 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK / N $1.69 $45.63 R08 0000-225-556 72.00 LF 11/16 X3-1/4 PFJ LWM445 CASING / 0 A N $1.19 $85.68 R09 0000-928-919 6.00 PC 1X6-8FT SELECT PINE BOARD / ��A N $20.67 $124.02 S/O - MDSE TO BE DELIVERED: REF # SO2 ��� ATED ARRIVAL DATE: 08/02/2017 P.O. #09507912 REF # SKU QTY UM DESCRIPT e � PI TAX PRICE EACH EXTENSION S0202 1001-490-386 1.00 EA NA / 37.5 X 80.375 JAMB TYPE =s 4, •1 I L / 37.5 X 80.375DOOR STYLE = 3/4 OVAL HOLLISTE-'"e° '9-9CE{#1} A N $1,334.25 $1,334.25 S/O - MDSE TO BE DELIVERED: 03 ESTIMATED ARRIVAL DATE: 09/02/2017 P.O. #09507913 REF # SKU QTY UM ODESCRIPTION PI TAX PRICE EACH EXTENSION S0303 0000-273-730 1.00 EA NA / ENTR alo' CTANGLE 31.375 X 81 UNIT 1: / ENTRY DOORR. ..W 31.375 X 81EXTERIOR FINISH = WHITEGLASS G* = HEAT STRENGTHENED{#1} A N $1,738.61 $1,738.61 �T,% ** CONTINUED ON NEXT PAGE*** Check your current order status online at www.homedepot.com/orderstatus Page 1 of 17 No. H0209-39826 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SANCHEZ INSTALLER DELIVERY #1 (Continued) Page 2 of 17 NO. H0209-39826 REF #101 S0304 0000-273-730 DELIVERY INFORMATION: 1.00 EA NA / ENTRY DOOR RECTANGLE 31.75 X 77 UNIT 1: / ENTRY DOORRECTANGLE31.75 X 77EXTERIOR FINISH = WHITEGLASS STRENGTH = HEAT STRENGTHENED{#2} DELIVERY DATE: INSTALLER WILL SCHEDULE N $1,764.09 INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. $1,764.09 $5,195.33 INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 07/22/2017 ESTIMATED INSTALL END DATE: 08/21/2017 MERCHANDISE TO BE INSTALLED: REF # SKU QTY UM DESCRIPTION R05 1001-753-960 9.00 EA 1X6-8FT PT GC WEATHERSHIELD R06 1001-753-877 9.00 EA 2X6-8FT #2PRIME PT GC WEATHERSHIELD R07 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK R08 0000-225-556 72.00 LF 11/16 X3-1/4 PFJ LWM445 CASING R09 0000-928-919 6.00 PC 1X6-8FT SELECT PINE BOARD S0202 1001-490-386 1.00 EA S/O MAS STORMGUARD SM FIBERGLASS S0303 0000-273-730 1.00 EA S/O TM ALUMINUM PATIO S0304 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 36X96 3.00 EA N $287.00 $861.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ 3.00 EA N $15.00 $45.00 CONTINUED ON NEXT PAGE"* Page 2 of 17 No. H0209-39826 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name:SANCHEZ Page 3 of 17 NO. H0209-39826 , INSTALLATION #1 (Continued) ` _ REF #101 23 UPCHARGE FOR IMPACT GLASS UP TO 36" WIDE X 96" HIGH/ 3.00 EA N $90.00 $270.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 2.00 EA N $145.00 $290.00 36"X96'/ 27 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (DOUBLE DOORS UP TO 2.00 EA N $180.00 $360.00 72"X96")/ CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BUCK PREOARATION 3.00 PA N $150.00 $450.00 2 BOX PERP 2.00 PA N $150.00 $300.00 INSTALLATION SITE NAME: SANCHEZ,JUAN INSTALL LABOR CHARGE: $2,576.00 ADDRESS: 17 NE 106TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: ($50.00) COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N ¢ a„ ` Ys ¢ INSTWINOTALDUE:; $2,526.00 PHONE: (305) 3450202 ALTERNATE PHONE: (305) 6737776 BASIC INSTALLATION LABOR INCLUDES: * PRE -INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE * 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 AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR * INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND 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) *** CONTINUED ON NEXT PAGE *** Page 3 of 17 NO. H0209-39826 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SANCHEZ INSTALLATION #1 (Continued) Page 4 of 17 No. H0209-39826 REF #101 REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK STUCCO PATCH GREATER THAN 4", PAINT AND STAINING INSTALL ALL AMERICAN DOORS DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT ELECTRICAL WORK 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 END OF INSTALL #1 INSTALLATION #2 REF # 111 ESTIMATED INSTALL BEGIN DATE: 07/22/2017 ESTIMATED INSTALL END DATE: 08/21/2017 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 -442 BUILDING MATERIALS PERMIT FEE -NAT/ 395.00 EA N $0.01 $3.95 OPTIONAL LABOR SELECTED INCLUDES: ***CONTINUED ON NEXT PAGE*** Page 4 of 17 No. H0209-39826 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name:SANCHEZ Page 5 of 17 No. H0209-39826 INSTALLATION #2 (Continued) REF #111 OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 7 PERMIT FEE/ 395.00 EA N $1.00 $395.00 INSTALLATION SITE NAME: SANCHEZ,JUAN INSTALL LABOR CHARGE: $398.95 ADDRESS: 17 NE 106TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - NINSTALL TOTAL DUE: $398.95 PHONE: (305) 3450202 ALTERNATE PHONE: (305) 6737776 ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE * DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, BASIC INSTALLATION LABOR INCLUDES: POSTAGE AND ADMINISTRATIVE). FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, * ALL FEES ASSOCIATED WITH OBTAINING PERMIT (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. END OF INSTALL #2 TOTAL 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 retum policy sign in stores for details.' ORDER TOTAL $8,120.28 SALES TAX $0.00 TOTAL $8,120.28 BALANCE DUE $0.00 END OF ORDER No. H0209-39826 Page 5 of 17 No. H0209-39826 Customer Copy The Home Depot Special Order Quote Customer: JUAN SANCHEZ Address: 17 NE 106TH ST MIAMI SHORES, FL 33138 Phone 1: 305-673-7776 Phone 2: 305-345-0202 Customer Agreement #: H0209-39826 Printed Date: 7/25/2017 Store: 0209 Associate: JEFFREY Address: 5500 NW 167TH STREET HIALEAH, FL 33014 Phone: 305-624-1900 Pre -Savings Total: Total Savings: Pre -Tax Price: $4,836.95 (50.00) $4,836.95 All prices are subject to change. Customer is responsible for verifying product selections. The Home Depot will not accept returns for the below products. n� MASONITC. ENTRY DOORS Call Width = 36" Call Height = 80" Width = 37.5 Height = 80.375 umbe tem mmary 100-1 37.5 x 80.375 Jamb Type = Smooth Vinyl UnfiritibiT751: aS,P.rice AgClc $1,334.25 $1,334.25 ant 1 To *Saying StormGuard Smooth Single 37.5 x 80.375 RO Width = 38.25 RO Height = 80.875 Call Width = 36" Call Height = 80" Width = 37.5 Height = 80.375 Show only Energy Star products = Yes - Show only Energy Star Handing -Swing = Single Left Hand Outswing Nominal Door Width = 36" Nominal Door Height = 80" Glass Type = Decorative Glass Door Style = 3/4 Oval Hollister Begin Line 100 Description $0.00 o a .'rice $1,334.25 Glass Size = 304 - 16x40 oval Glass Style = Providence Glass Caming = Nickel Door Low -E = No Door Finish Type = Unfinished Jamb Width = 6 9/16" Jamb Type = Smooth Vinyl Matching Brickmould = No Jamb Finish Type = Unfinished Handleset Style = None Lock Prep Active Panel = 5 1/2" Double Bore Hinge Type = Ball Bearing Hinge Finish = Satin Nickel &71-4271-10 (azatilaw-42 Page 1 of 2 End Line 100 Description Sill Type = Bumper Sill Sill Finish = Mill Finish Re -Order = No Room Location = fount door Is this unit Energy Star Rated? = Yes Florida Product Approval Number = Design Pressure = +55.0/-55.0 SKU = 1001490386 Vendor Name = S/0 MASONITE DORFAB E Vendor Number = 60028777 Customer Service = 1-877-431-3667 Catalog Version Date = 7/10/2017 a •"ri e o Call Width = Custom Call Height = Custom Frame Width = 31.375 Frame Height = 81 tta t otal! •. kgs : o ai,;r`� Date Printed: 7/25/2017 2:41 PM 200-1 Entry Door Rectangle 31.375 x 81 Unit 1: White Unit 1: Series 240 $1,738.61 $1,738.61 1 $0.00 $1,738.61 1111111111111111111111111111111111.11111111111070100:M. • Series 240 Entry Door Hinge Left 31.375 x 81 Call Width = Custom Call Height = Custom Frame Width = 31.375 Frame Height = 81 SKU = 273730 Vendor Name = TM Window Vendor Number = 60074855 Manufacturer = TM Window Customer Service = 1-954-781-4430 Catalog Version Date = 11/4/16 Lead Time = 35 Days Room Location = Kitchen Code Version = Code Version Florida Building Code = 17860.3 Miami -Dade NOA = 15-0611.05 ••••• Frame Depth = 4" Threshold = 15/8" Standard Threshold Hinge Type = Standard Begin Line 200 Description Overhead Door Stop = No Back Plate = Standard [NEW] Standard Lever = Venice [Traditional] Split Handle Finish = No Standard Handle Finish = White Keyed Alike = Yes Panel Style = Full Lite Glazing Bead = Raised Glazing Bead Maximum Design Pressure = DP +/- 80 Glass Thickness = 7/8" Glass Strength = Heat Strengthened Glass Interlayer = PVB Product Approval Glass Code = Al Meet Turtle Code = No Low -E = High Performance Low -E (Cardinal 366) Argon Gas = Yes Glass Tint = Clear White Interlayer = No Obscure = No ra {'I1bu ai4 End Line 200 Description Hinge Location = Hinge Left Meets HVHZ Requirements = Yes Meet 2014 FBC Energy Requirements = Yes Climate Zone = Zone 1 Only Glass Type = Insulated Impact Bottom Rail Height = 4" Locking System = 3 Point Two Tone Color Finish = No Exterior Finish = White Interior Finish = White Finish Type = Standard Paint Finish Warranty = 1 Year Coasta1/3 Year Inland Warranty 1" Internal Flat [13/16" Nominal Width] Colonial Internal Grille Profile = Internal Flat 3W5H Overall Frame Width = 31.375 Overall Frame Height = 81 Call Width = Custom Call Height = Custom Frame Width = 31.75 Frame Height = 77 300-1 Entry Door Rectangle 31.75 x 77 Unit 1: White Unit 1: Series 240 $1,764.09 $1,764.09 $0.00 $1,764.09 Series 240 Entry Door Hinge Left 31.75 x 77 Call Width = Custom Call Height = Custom Frame Width = 31.75 Frame Height = 77 SKU = 273730 Vendor Name = TM Window Vendor Number = 60074855 Manufacturer = TM Window Customer Service = 1-954-781-4430 Catalog Version Date = 11/4/16 Lead Time = 35 Days Room Location = Bathroom 2 Code Version = Code Version Florida Building Code = 17860.3 Miami -Dade NOA = 15-0611.05 Frame Depth = 4" Threshol8 = 1 5/8" Standard Threshold Hinge Type= Standard 1764.09._ $1 64.0'. Begin Line 300 Description .76409= Overhead Door Stop = No Back Plate = Standard [NEW] Standard Lever = Venice [Traditional] Split Handle Finish = No Standard Handle Finish = White Keyed Alike = No Panel Style = Full Lite Glazing Bead = Raised Glazing Bead Maximum Design Pressure = DP +/- 80 Glass Thickness = 7/8" Glass Strength = Heat Strengthened Glass Interlayer= PVB Product Approval Glass Code = Al Meet Turtle Code = No Low -E = High Performance Low -E (Cardinal 366) Argon Gas = Yes Glass Tint = Clear White Interlayer = Yes Obscure = No Page 2 of 2 End Line 300 Description Hinge Location = Hinge Left Meets HVHZ Requirements = Yes Meet 2014 FBC Energy Requirements = Yes Climate Zone = Zone 1 Only Glass Type = Insulated Impact - — Bottom Rail Height = 4" Locking System = 3 Point Two Tone Color Finish = No Exterior Finish = White Interior Finish = White Finish Type = Standard Paint Finish Warranty = 1 Year Coasta1/3 Year Inland Warranty 1" Internal Flat [13/16" Nominal Width] Colonial Internal Grille Profile = Internal Flat 3W5H Overall Frame Width = 31.75 Overall Frame Height = 77 Date Printed: 7/25/2017 2:41 PM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide 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, prior to concealment of any horizontal or vertical clip mullion, 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: Dc - )�.�Q`s .p. D00:5- ealif3ierOwner Signature Date Print Name RECEIVED SEP 18 2017 GAlk 2 30" X 80" 30" X 80" 36" X 80" REPLACE DOORS IN 3 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. S 0 PERMIT#: Miami Shcres Villa e APPROVED BY DATE ZONING DEPT OPENING BLDG DEPT WIND PRESSURES SUBJECT 10 CCMPLIANCE WITH AL1. FEDERAL STATE ANL) CC-LINN RULES AND REGULATIONS •••• • • •••• REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOOU, � • • NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.• • •• •• • •• • • • • •• • • • • • • • • • ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO COIYCRETE. WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. • • • • • • • •• SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT < 11 FT 9 IN • • • • •• • • • • • SANCHEZ RESIDENCE 17 N.E. 106TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN OPENING PRODUCT DESIGN OPENING SO. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. • • 1 36 80 20.00 4 38.2 -41.6 FL22378.5 55.0 -55.0 : 08/17/2016 - 11:11am RECEPTION VAProjects1_2014-MPSV400 Wind Charts\_Reference\00-MPS14-000 Series C&C (Current) Jeff.dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES] INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF)-ZONE Tributary Area (Sq Ft), 4 ,. - --"- ....1;14081,t 10 15 20 t 25 30 3f-4., 40_ 50�° -43. -42.4 -41.6 /-41.1 -40.6 -4 .. - - -• - °N.! 3 0-15 +40 +39.01 +38.2 +37.7 +37.2 +3¢.: -. 6.• •.'•- .7/ 16k -44'0 +40.6 +39.5 +38.8 -41.6 +38.2 -41.1 +37.7 -9 +313•. r• 1 + •'„y`••1. -' 6.6 6 •*, -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 ` - 41.• 1:3` 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 + . 36.8 18 ft -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 h -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 k -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 22 h -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 h -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 24 ft -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 - - -44.8 +45.7 +44.5 +43.6 +43.0 +42.4 +424-+41. +401, 29 ft -49.9 -48.7 -47.8 -47.2 -46.6 -4§. - - .1 +46.0 +44.8 +43.9 +43.3 +42.7 +42tt. -4-41., r r, 7 30 k -50.3 -49.0 -48.2 -47.5 -47.0 -4 . -46444 7 +46.3 +45.1 +44.3 +43.6 +43.0 +4 . + 1.8 32 h -51.0 -49.7 -48.8 -48.2 -47.6 -47: - - 6. . +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 43. - . 42.1 35 h -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 k -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 +51.6 +50.2 +49 3 +48.5 +47.9 +47.4 407.0 •4%.6 0+48!2 55 k -57.1 -55.7 -54.7 -54.0 -53.4 -52.T:-52.4 -5F•-el: +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 0-47.9 04.5 04-4M 60 ft -58.2 -56.8 -55.8 -55.0 -54.3 -534 .103.3 45:.9 •-12: +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 n m VIV-ViSdW-00 REMARKS DRWNICHKD 17 ft -54.4 +40.6 -55.1 +41.1 15 -51.5 +39.0 +39.5 -52.9 +40.0 DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) 20 25 30 35 40 45 50.0 +38.2 -50.7 +38.8 -51.4 +39.3 -48.9 +37.7 -49.5 +38.2 -50.2 +38.7 -47.9 +37.2 -48.6 +37.7 -49.2 +38.2 -47.1 -46.4 -45.8 +36.8 +36.4 +36.1 -47.7 -47.0 -46.4 +37.3 +36.9 +36.6 -48.4 -47.6 -47.0 +37.8 +37.4 +37.1 50 -45.2 +35.9 -45.9 +36.4 -46.5 +36.8 18 ft -55.7 +41.6 -53.5 +40.5 -52.0 +39.7 -50.8 +39.1 -49.8 +38.6 -48.9 -48.2 -47.6 +38.2 +37.9 +37.5 -47.0 +37.3 19 ft 20 k 21h -56.4 +42.1 -57.0 +42.6 -57.6 +43.0 -54.1 +41.0 -54.7 +41.4 -55.3 +41.9 -52.6 +40.2 -53.1 +40.6 -53.7 +41.1 -51.4 +39.6 -51.9 +40.0 -520 +4 22 k -58.1 +43.4 -55.8 +42.3 -54.2 +41.5 +4 . -50.4 +39.1 -50.9 -50.0 -49.3 -48.7 +39.5 +39.1 +38.7 _+38.4 `51.4- -49.8.. -49.2 +3971"• `- 40.~'^« -49.5 -48.8 -48.1 +38.7 +38.3 +38.0 -47.6 +37.7 -48.1 +38.1 -48.6 +38.5 -49.0 +38.9 23 k 24 h -58.7 +43.8 -59.2 +44.2 -56.4 +42.7 -56.9 +43.1 -54.7 +41.8 -55.2 +42.2 +4 . -53.9- +41.6 53.5 +41.6 +41.1 `40.311\ •..5 1 - ••d.,. I.2 +39.9 -49.5 +39.2 -50.0 +39.6 25 h -59.7 +44.6 -57.4 +43.4 -55.7 +42.6 -54.4 +41.9 -53.3 +41.4 -52.5 -51.0 +41.0 1 +40.2 -50.4 +39.9 26 h -60.2 +45.0 -57.8 +43.8 -56.2 +42.9 -54.9 +42.3 -53.8 +41.8 -52.9 51.4 +41.3 1 +40.6 -50.8 +40.3 27 h -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 51.8 +41.6 +40.9 -51.2 +40.6 28 h -61.2 +45.7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 52.2 +42.0 +41.2 -51.6 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -52.6 +41.5 -52.0 +41.2 30 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 53.0 +42.6 +41.8 -52.4 +41.5 DATE 32 k -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 53.7 +43.2 +42.4 -53.1 +42.1 35 ft -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +44.5 -56.3 54.7 +44.0 - +43.2 -54 1 +42.9 40 k -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 56.3 +45.2 +44.4 -55.6 +44.1 45 k -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +47.5 -60.4 +46.9 -59.4 -57.7 +46.4 +45.5 -57.0 +45.2 • 5011 • • • • • 5 it • •• • • • • INIT ISSUE • G64 aTSB 01)/05/16 REV -ADJUSTED HEIGHTS GS, TSB 034/@9112 • DGg41 T4 106/10115 • • - i a REV 2014 FBC THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF ENGIN//4 EXIWESS.ALTEIATII•IS, • ADDITIONS, OR OTHER MARKING/JO THISDOCUMENjARFjIOT • PERMITTED AND INVALIDATE OLWERTIF'ATIO=. • ••• 60 R -69.1 •51.6 f70� 052.7 14 +53.6 -66.4 040.2 -67.7 •+51.3 • X9.0 +52.2 -64.4 +49.3 -65.8 +50.3 -67.0 +51.2 -63.0 +48.5 -64.2 +49.5 -65.4 +50.4 -61.7 +47.9 -63.0 +48.9 -64.1 +49.8 -60.7 59.0 +47.4 1 +46.6 -61.9 -61.0 -60.2 +48.4 +47.9 +47.5 -63.1 -62.1 -61.3 +49.3 +48.8 +48.4 -58.3 +46.2 -59.5 +47.1 -60.6 +48.0 •• WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: MRH <_ 60' BASED ON Kd = 0.85 1. TABLES ARE INTENDED TO • 'ICT THE: WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL COQ • 10W0E-ANY NKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COND[jION. R • • • FOR ITH THESE TABLES. 2. TABLES VALID ONL LD NG ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FOR LL R• •1. ' S. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL PERED_ ED B' `•E GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BOK I • AVE' : ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFI D US- ' PEAK ' 4'`' I T. 5. ALWAYS ROUND FO��- 05.1-(E°' :LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTAILY.ZRR THE OPENING IN QUESTION (HEIGHT + WIDTH) OR THE SPAN LENGTH (HEIGHT) MULI t7'L1CD BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT, / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. 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. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECRONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED- HEREIN rSHATPBE•DICTATED-AND VERIFIED BY THE GOVERNING -- IDEFr - . ARRANTY FOR APPLICABILITY OF TABLE BUILDING DEPARTME(4WD P VALUE USE IS OFFERED HEIIEL-N 5. THIS SPECIFICATION IS CERTIFICATION. REFER .T0.6_ APPROVALS FOR DES G VALUES WHICH IS T. B 6. ADHERE TO ALL 7. NO CERTIFICATION 8. EXCEPT AS EXPRESSLY PR AFFIRMATIONS ARE INTENDED. FER ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER NATION AND APPLICABILITY OF THESE TABLE ACCORDANCE WITH GOVERNING CODES. TEM ORDINANCES. RITY OF THE HOST STRUCTURE. NO ADDITIONAL CERTIFICATIONS OR a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I I 5TH, EQ. FLORIDA BUILDING CODE • • • •• • •• (2014) � • • • • • ASCE 7-10, CHAPTER 30 • CESIGIE LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET •;• ; ASCE 7-10 • •• •• • • • •• •• ••• • • • ••• • • ELEVATION I� WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT 1 I:OMET' C ENGINEERING EXPRESS® CORPORATE 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 o� 9 0 A 0 m o m '2' T O A Z V7< +t�m oz AX or Am 'O z n 0 Florida Building Code Online „)' I('ic V { BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts Product Approval 1,1Prig > Product or Aenlicatinn `;Parch. > Anulicatinn List > Application Detail FL # Application Type Code Version Application Status Comments Archived Publications FBC Staff BCIS Site Map Links Search FL22378 New 2014 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Steve Schreiber sschreiber@masonite.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies • Compliance Method , Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing • • •• • • •••• • • • • •• • • •• • • • • • •••• • • • • •••• • • • • National Accreditation & Manageme%jrijitute • National Accreditation & Managemept jq.sjitute • • • • • • • • • • •• •• •• • Standard TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option A • • • • • • • • • • • • • • • • • • • •• • XIV • • • 1994• • 1994 1994 http:-Hww.tloiidabuilding.org/pr/pr_app_dtl.asp..xPparam=wGEVXQwtDgs3M6m9%2tK8XPIOX7c28WDo0axchiZXSSINl3sdksIIGAQ%3e0d[8/2/2017 11:19:03 AM] Florida Building Code Online r l I ] Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 05/24/2017 05/25/2017 06/05/2017 22378.1 1 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for details. 22378.2 Stormguard Fiberglass Side -Hinged Door Unit Description 6'-8" Opaque I/S Single Door Certification Agency Certificate FL22378 RO C CAC NI007077.07.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514010.odf FL22378 RO AE 514014 odf Created by Independent Third Party: Yes 6'-8" Opaque O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for details. Certification Agency Certificate FL22378 RO C CAC NI007077.07.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514010.pdf FL22378 RO AE 514014.pdf Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for details. 22378.4 1Stormguard Fiberglass Side -Hinged Door Unit Certification Agency Certificate FL22378 RO C CAC NI007077.07.odf • • • • Quality Assurance CowtracbExpiraborb Dote 12/31/2020 •• • •• • • •• Installation Instructions • • • FL22378 RO II FL0170..ocif: • • •••• Verified By: National Actkftflttflon & Management In:tltyfte•; Created by Independent Chitd Party: • • • • Evaluation Reports • •••• • • FL22378 RO AE 51400.840a.. • • • FL22378 RO AE 514012.vdf • • • • Created by Independent Yhitd Party: Ye's' ° • • 41-11-41•-• • • • •• • • • 6'-8" Opaque O/S Single or Docfble Door yl/•dr w/o Slselltt? • ' • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for details. Certification Agency Certificate • • FL22378 RO C CAC NI007077.07.odf " Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II F10170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F172378__R0__AF 514008.odf FL22378 RO AE 514012.odf Created by Independent Third Party: Yes • 22378.5 1Stormguard Fiberglass Side -Hinged Door Unit 6'-8" Impact Glazed I/S or 0/5 Single Door w/ or w/o Sidelites htlp: HWW.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQvaDgs3M6m9%263XPIOX7c28WDo0axcfuZXSSINY3sdksIIGAQ%3d%3d[8/2/201711 19:03 AM] Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0172 for details. Certification Agency Certificate FI 22378 RO C CAC NI007077.09.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0172.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514008.odf FL22378 RO AE 514012.pdf Created by Independent Third Party: Yes 22378.6 Stormguard Fiberglass Side -Hinged Door Unit 6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0172 for details. Certification Agency Certificate FL22378 RO C CAC NI007077.09.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0172 Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514008.pdf FL22378 RO AE 514012.odf Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0172 for details. Certification Agency Certificate FL22378 RO C CAC NI007077.09.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0172.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514008.odf FL22378 RO AE 514012.odf Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0171 for details. Certification Agency Certificate ••••• • FL22378 RO C CAC 40070 .08. Ddf •••• Quality Assurance Contract Expiration Date 12/31/2020 • •••• •• Installation Instructim • FL22378 RO II FI0171.•pdf �• • Verified By: National AwreclIttVon & NW-IN:went IrAtitute' Created by Independent 'MITI, Party: • Evaluation Reports • • • FL22378 RO AE 51404%8446 •••• FL22378 RO AE 51401,3,4f•• � • Created by Independent FFiir arty: Yes • •• �• • • • • •••••.•_— •••••• • 22378.9 Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Opaque O/S Sing14 Door • •• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0171 for details. ••• • • • •• • • Certification Agency Certificate FL22378 RO C CAC NI007077.08.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0171.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F122378 RO AE 514009.odf FL22378 RO AE 514013.odf Created by Independent Third Party: Yes http:7www.tloidabuilding.orgipr'pr_app_dtl.aspx?paramwGEVXQwtDgs3M6m9%2f1:8XPIOX7e28WDo0axcfuZXSSINY3sdksIIGAQ%3d%3d[8/2/2017 11:19:03 AM] Florida Building Code Online M r t 22378.10 Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0171 for details. Certification Agency Certificate FL22378 RO C CAC NI007077.08.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0171.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514007.pdf FL22378 RO AE 514011.pdf Created by Independent Third Party: Yes 22378.11 Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0171 for details. Certification Agency Certificate FL22378 RO C CAC NI007077.08.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FI 22378 RO II FL0171 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 RO AE 514007.Ddf FL22378 RO AE 514011.odf Created by Independent Third Party: Yes 22378.12 Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 RO C CAC NI007077.04-R4,Ddf Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0173 for details. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RO II FL0173.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FI 22378 RO AE 514007.Ddf FL22378 RO AE 514011.pdf Created by Independent Third Party: Yes 22378.13 , Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed O/S Single or Doui9V01301;4- w/ or w/o Sidelites • • •••• • •—• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0173 for details. Certification Agency CttificAte • ."• •• FL22378 RO C CAC Nt0f007:y1.04-R4,,QPI•• • • • • Quality Assurance Coairaciixpiration Date • 12/31/2020 •••• • • • Installation Instructions • FL22378 RO II FL0173.pcif • •• • Verified By: National Actl'ilttlon & Ildtfdiftent InStItttt• Created by Independent0-hiri Party: •• • Evaluation Reports . •• FL22378 RO AE 5140V.pel : • FL22378 RO AE 514011. Ddf Created by Independer: The Party: 'des • Contact us Phone' 850-487-1824 • • The State of Florida is an AA/EEO employer. Sonvrioht 7007-2013 State of Florida :: privacy Statement • • Accessibility Statpment :: 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 perp.. Product Approval Accepts: http: /www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs3MGm9%2fR8XPIOX7c28WDo0axcfuZXSSINY3sdksIIGAQ%3d%3d[8/2/2017 11:19:03 AM] • Honda Building Code Online L.. ,1•11•01.-11 eC heck Credit Card Safe securitymErxica• •••• • • • • ••Y• • • w • •• • • •• • • • • •••• • • • • •••• • • • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • •• • • • • • • • • • •• • ••• • • • Imp: 7www.lloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDcis3M6m9%2flaXPIOX7e28WDo0axcfuZXSSIN Y3sdksIIGAQ%3d%3(1[8/2/2017 11:19:03 AM] NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: NI007077.09 Certification Date: 05/22/20017 Expiration Date: 12/31/2020 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conform'ty to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institutes ANSI, . Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single 1/S Glazed 3'0" x 6'8" +55/-55 0 psf Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Ancnor uetalls-NIA-r LU 1 /L -II //W- 1 aU / X Single O/S Glazed 3'0" x 6'8" +55/-55 3.75 psf 6.0 psf I 8.25 psfz Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807 30( 1/CCI-�-J CO" CO" ' 60/ iS 0 \'- ,.,, T, 111I „a„ , r, TT Xl, 1"101 ,,, , , A TI X,, 1,111,,, 14 Double ,f Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/ W-1807 XX Double O/S Glazed 6'0" x 6'8" +55/-55 3.75 psf 6.0 psf I 8.25 psfz Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807 XO/OX Single w/Sidelite US Glazed Door Glazed Sidelite 6'0" x 6'8" +55/-55 0 psf Door -Yes Sidelite-Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807 XO/OX Single w/Sidelite O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +55/-55 3.75 psf 6.0 psf I 8.25 psfz Door -Yes Sidelite-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXO Single w/Sidelites I/S Glazed Door Glazed Sidelites 9'0" x 6'8" +55/-55 0 psf Door -Yes Sidelite-Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXO Single w/Sidelites O/S Glazed Door Glazed Sidelites •• ••• • • •• tt • • • • 9'0" x 6'8" • • •• • +55/-55 3.75 psf 6.0 psf I 8.25 psf'' Door -Yes Sidelite-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807 OX X0 Double w/Sidelites I/S •• GlagdQtfls: • • 61Vi4 "fates • : :•1•:'t?'•x 6'8" • : : • • • +50/-55 0psf Door -Yes Sidelite-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO 172-07/ W- l 807 OXXO Double w/Sidelites O/S Glazed Doors Glazed Sidelites • • • • • 12'6" x 6'8" • e • +55/-55 3.75 psf 6.0 psf I 8.25 psf z Door -Yes Sidelite-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" 1 -Denotes USeries Thresho d Design 2-Denstes Hieb Daqi Tfiills hold 4esigg3- $15� � National dccredVatiod& Mnagetientlitstitute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 ••• V • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • •• •• ••• •• ••• • • • •• ••• • • NAMI AUTHORIZED SIGNATURE: 1111 MASONITE STORMGUARD FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 842 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN 1.28 IN/MIN SMOKE DENSITY ASTM D2843 53.4% 70.2% +55.0 -59!0 TENSILE STRENGTH* ASTM D638 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F RATE OF BURNING ASTM D635 O.D IN/MIN SMOKE DENSITY ASTM D2843 39.0% TENSILE STRENGTH* ASTM D638 3.6% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 • SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS • • sin/GI E DOOR UNIT WITH SIDELITE MAX. FRAME HEIGHT 81.875' 21" MAX -- D.L.O. - 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. r_ PANEL WIDTH W/ASTRAGAL 37.5" MAX. FRAME WIDTH MAX. PANEL HEIGHT 79.150" • • SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT WJSIDELITES •• • •. . • • 0 • • • • SINGLE DGIO� LLAI}f'�W/SID � ITfS• • • • • • • • • • • • •• ••• •• • • • •• • • L KURT BALTHAZOR FLORIDA P. E. #56533 Li") 00 cr O p° O�� O Z nU FW -U O 0) N z O a 5- 2 2 O �d a y g s§ 3 rn 3 rn m w a o_ a 0 O Q w a 0_ co O U Z Q N W a 0 d U N n a> N co N O W O U CO Q O z DATE: 4/9/07 SCALE: N.T.S. ova BY: SWS CHK. BY: DRAWING ND.: DWG -MA -ROI 72-07 SHEET 1 OF 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIt?TH INSWING +55.0 -55.0 OUTSWING • +55.0 -55A • • JNSWINGLIMPER • N A •. 0/S +2$0 --,?3.e Z -SERIES 0/S 4.0+0 / -40.0 . . i:,, +55.0 -55.0 X 37.5 +50.0 -55.0 +55.0 -59!0 • N A • • +a5.0 l -•25.0 40.0 / -40.0 +35.0 -55.0 OX or XO 75" +55.0 -55.0 +55.0 155.0 • N A • +c5.0 � 425.Q •40.0 / -40.0 +55.0 / -55.0 0X0 112.5" +55.0 -55.0 +55.0 / 6a .0 • N/A • • + /0 / -025. ! 4-40A / -40.0 +55.0 / -55.0 OXXO 149" +50.0 / -55.0 +55.0 / -55.0 • N/A +25.0 / -25.0 +110.0 / -40.0 +55.0 / -55.0 L KURT BALTHAZOR FLORIDA P. E. #56533 Li") 00 cr O p° O�� O Z nU FW -U O 0) N z O a 5- 2 2 O �d a y g s§ 3 rn 3 rn m w a o_ a 0 O Q w a 0_ co O U Z Q N W a 0 d U N n a> N co N O W O U CO Q O z DATE: 4/9/07 SCALE: N.T.S. ova BY: SWS CHK. BY: DRAWING ND.: DWG -MA -ROI 72-07 SHEET 1 OF 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3" --I SEE DETAIL "C" 3" — 6" 3" h3 I— — _ _.] I 6" O 6" -1 6" 6" -- (F-/) — '—' 1 6" 6.. 3.. 6" 3.. 6" ..._ I — O — 0 a O.>- -J J a n w Lila/ m a ID O E " ' I I Q+ 3-1 I - DETAIL "D" 1.375" 'I •�� T INSWING • ijlIIN • 3" 6" — #10 x 5/8" #10 x 5/8" #10 x 2-1/2" #10 x 5/8" 0.9621 DETAIL "C" T 67:3E' THRESHOLD BUMPER 0/S THRESHOLD T Z—SERIES 0/S THRESHOLD #10 x 1" #10 x 1" 1 1.75" HIGH DAM 0/S THRESHOLD 3" — 6" #8 x 2' 11 u-) cc - oo J Q O C J 1= Q (n 0 cc s C7 Z cl- " Z (3)� cn 6 n a PART OR ASSEMBLY: DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124' HEAT STRENGTHENED 0.090" SAFLE% (NOA 15-1201.11) 0.124' HEAT STRENGTHENED ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT 0.124" HEAT STRENGTHENED • (CISn0AL) • • 0.890" SoFjEX (NOA 15-1201 11) •.01 t1" 1EMW • • • 00.124" HEAT STRENGTHENED • • • • • • • • • • • •1/tiBliE•••• • • •• •• • • • •• DOW 995 "� '. DOW 995 • ••• • • • jxTFRIOR • • JtliE=• • • • TYPICAL :C.LAZINt.•DETAIL, • ;• IMPACT RATED GLASS •• • • • • •• • • • • • • • • DOW 995 DECORATIVE INSERT (OPTIONAL) .0124" TEMP. 1/2" BITE DOW 995 EXCEB14g INTFRIOR ALTERNATE GLAZING DETAIL IMPACT RATED GLASS N N N N W 0 n. 0 0 U z a N a D o_ U N 5 0 a ro 0 N La a 0 U co Q 0 Z DATE: 4/9/07 sok', N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FL0172-07 SHEET 2 OF 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 6" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 1.25 MIN 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 3" -1 U a SEE DETAIL "D" SHT. 2 4 MORE EQUALLY MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION iMIN r 1 1 3" � — — _ KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. I 11 6' 6" — O (1)--- III 11 — — O _ 1., 10 c Na J ¢ 0 w O DI v in _r cL — I_ 3 HARDWARE SCHEDULE 1— 3- 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. ••• • • s" • • •SHIM• • • 1"X1/2" CORRUGATED 3" FROM EACH END AND 7" OC 9 r #10X2" WOOD SCREW 6" FROM EACH END AND 12" OC ACRYLIC LATEX CAULK ACRYLIC LATEX CAULK r CL t • GOMBINAT1014, WQQ,, COMBINATION WOOD • MUCUON• (610X•EU) MULLION (BOXED) •• • • • • • • (3)•10X2-1/2" • • • • • TODD END S • ••• • ••• • • • • • • • • • • TYPICAL WOOD BULL • ANCHOR INSTALLATION • • •• • • •• • r • •• • • • • • INTEGRAL WOOD MULLION (CHS) (WOOD SCREWS" EACH END INTEGRAL WW MULLION (CHS) Iss 0 0_ PART OR ASSEMBLY: z N z o� N 3 N N 3 N F- a_ a 0 m 0 a a 0 0 x U z w 0 a 0 tD NI- CO 0 a 0 U m ¢ O Z DATE: 4/9/07 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG—MA—FL0172-07 SHEET 3 OF 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rilomaslrlomaspe. com Manufacturer: Masonite Report #: 514008 Date: 05/01 /2017 Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (wood frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: Root diameter: Minimum required penetration: D: Dr: P 0.190 in 0.152 in 1.140 in Side member: Douglas Fir -Larch (G=0.50) Side member thickness: Side member dowel bearing strength: Side member dowel bearing length: Mode I,n qm = P= Ko = Zm= 636.5 lbs/in 725.61 lbs 2.400 302 lbs t,= Fes = I:= 1.000 in 4,650 psi 1.000 in Mode I, Mode II qs = 884 lbs/in P = 884 lbs Ko = 2.400 Z.= 368 lbs Min. Design value: Z= 110 lbs Duration Factor: Co = 1.6 Allowable Design Value (ZCO: A: B: C: P= Ko = Z= 0.0007 1.07 -427.67 331 lbs 2.400 138 lbs Z'= 175 lbs/anchor Gap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Fyb = 80,000 psi Main member: Spruce -Pine -Fir (G=0.42) Main member thickness: tm= 1.500 in Main member dowel bearing strength: Fe„, _ Main member dowel bearing length: Im = Mode IIIm Mode III, A: 0.00096 A: B: 0.57 B: C: -253.62 C: Ms = 46.8 in -lbs Mm = P = 297 lbs P = Ko = 2.400 Ko = Z= 124 lbs Z= 3,350 psi 1.140 in 0.00107 : • • • 0.5 •• • B: •0.00•• -267.7 C: .04e• • 46.8 in•I`s•:•• • 319 lbs• • • • P =• 263 lbs • 2.400 • • Ko = • 8.400• • •••• • 133 lbs Z= 110 lbs Mode V••••• A: otAl0 • • • •• • • • • Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw Nominal diameter: D: Root diameter: Dr: Minimum required penetration: p: 0.190 in 0.152 in 1.140 in Side member: Douglas Fir -Larch (G=0.50) Side member thickness: t,= 1.000 in Side member dowel bearing strength: F,.,= 4,650 psi Side member dowel bearing length: I, _ Mode I, Mode I, qm = P= Ko = Zm= 1.000 in (NDS 2012, TR12) Gap: Moment arm: • • • • • g: 0!0000 i• Screw bending yield strength: Fro = 80,000 psi Main member: Steel strap/clip Main member thickness: Main member dowel bearing strength: Main member dowel bearing length: tm= 0.048 in F„ = 61,850 psi I,= 1.140 in •• • • • • • • • • • • • • •• • • ••• • • • • • •• Mode II Mode III, Mode III, Mode IV 11752 lbs/in qs = 884 lbs/in A: 0.0003 13397 lbs P = 884 lbs B: 1.07 2.400 Ko = 2.400 C: -4038.9 5582 lbs Z,= 368 lbs P = 2287 lbs Ko = 2.400 Min. Design value: Z= 163 lbs Z= 953 lbs Duration Factor: Co = 1.6 Allowable Design Value (ZCo): Z'= 262 lbs/anchor A: 0.00059 A: 0.00033 A: 0.0006 B: 0.57 B: 0.5 B: 0.000 C: -3864.9 C: -267.7 C: -93.6 Ms = 46.8 in -lbs Mm = 46.8 in -lbs P = 2126 lbs P = 420 lbs P = 392 lbs Ko = 2.400 Ko = 2.400 Ko = 2.400 Z= 886 lbs Z= 175 lbs Z= 163 lbs Fastener type: 1/4" ITV✓ Tapcon Substrate: Hollow block Edge distance: Edge distance: Actual edge distance: Spacing: Spacing: Actual spacing: Allowable Design Value (Zf„N): 4.00 in 2.00 in 2.50 in 4.00 in 2.00 in 3.00 in Z"= N.O.A. 16-1222.06 Minimum embedment: Tabulated shear design value: Tabulated shear design value: Reduction factor: Tabulated shear design value: Tabulated shear design value: Reduction factor: 155 lbs/anchor Z= Z= Z = Z = 202 lbs 161 lbs 0.85 202 lbs 164 lbs 0.91 1.25 in Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity. 1 of 3 \o t{Ili///� \\\� 5 R. L 04-'/// v••�\�L��� %• i__-.: 0,51 • *t -- • TAT OF ; c ` 0 .44 z �FfZ 0 RtOt c2k.. //PO. �ONAL.\� t� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas anlrlomaspe.com Manufacturer: Masonite Report #: 514008 Date: 05/01/2017 Anchor calculations, minimum required anchors 36.38 36.38 i N Al A2Y ro Al } 72.75 79.25 37.50 36.38 36.38 37.50 r t t r Y \Al /-\A4^A4^A1 / A2Y .YA5Y'°YIA2 ^An/cAS�ro^ /A1 vA4v A4 \,/ Al \ 147.75 79.25 Design pressure: 60.0 psf Zonez Area (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty(lbs) Load Al 2.3 138 N/A N/A 155 1 138 OK A2 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK Design pressure: 60.0 psf ZoneO.C. Area Load Ind. Max. Anchor Result Cap. Load (f12) (lbs) (in) (in) (lbs) Q� (lbs) Al 2.4 146 N/A N/A 155 1 146 OK AZ 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK • • • • • •• • • Anchor Locations: • • • • • • • ••• 6.00 TYP. 79.25 1 6.00 Double door 36.38 6.00 TYP. 3.00 TYP. 36.38 18.19 TYP. Y 13.45 MAX. O.C. 1 6.00 f 2of3 I • • •• •• • • • • • • • • • • •• • •••• • • •••• • •• • • • • ••• • • • • •• • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • \0111 I two \`5 eft...L ,,/ • _ * • 04;2)1�o :1;7' * TAT OF • cr. . '),9%.• .10 RtOP G��'�• iis///t ill NAt`E\��`� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville. NC 27023 434-688-0609 rilOMaslrlomaspe.COM Manufacturer: Masonite Report #: 514008 Date: 05/01/2017 Double door with sidelites 6.00 TYP. —18.75 37.50 TYP. 6.00 TYP. - 36.38 - 36.38 - 37.50 + 3.00 TYR -.. 18.19 TYP. f 6.00 II II II II I II II I I 13.45 MAX. O.C. .1._ _ • •- • • • 9.25 • • — • •••• • •••• •• •• •• • _i_ _ • •_ 6.00 • • •• . I 1 1 1 1 1 1 1 11 I I I 1 1 1 1 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 117" MIMINII Inn Cnf.1C TIICTAAIrC I nrATF AMrunRc AC cun1A/AI RCI nut/ 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. J. I %J r\ Vl,n VRIIVU IPTT[VVVn I"RNIVm IfV IV IVIG['AL 31I\lJl'11.1RC V3C HIV 3IV13 VR IJRILLIIVV SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 3 of 3 •••• • • •••• • •• • • • • • •• • • • • •• • • • • •• • • • • • •• • • • • • • • •• • • • ••• • • • �I11{I11/!� .•CI1 �Q ••:••..• •�(� GNs+• • TcP<'. • F •.�- *; �IVo. ,6251 • n � TAT OF 7 4„/ ')'ftk• • 0 RtOP G �/S�6NACS*C2\\\ Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 434-688-0609 rilomas(arlomaspe.com Manufacturer: Masonite Report #: 514012 Date: 05/01 /2017 Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (composite frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: Root diameter: Dr: Minimum required penetration: Side member: PVC Side member thickness: Side member dowel bearing strength: Side member dowel bearing length: 0.190 in 0.152 in p: 1.140 in t,= 1.000 in F� = 10,000 psi I, = 1.000 in Gap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Frb = 80,000 psi Main member: Spruce -Pine -Fir (G=0.42) Main member thickness: t,= Main member dowel bearing strength: F,„ = Main member dowel bearing length: Im = Mode I, Mode I, Mode II Mode IIIm Mode III, 1.500 in 3,350 psi 1.140 in MytA/• • • qm = 636.5 lbs/in qs = 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00091 • A: • •0.001 P = 725.61 lbs P = 1900 lbs B: 1.07 B: 0.57 B: 0.;••• : p• Ciao Ko = 2.400 Ko = 2.400 C: -681.8 C: -253.62 C: -521.82 e • : in.d Z,,.= 302 lbs Z,= 792 lbs P = 510 lbs Ms = 46.8 in -lbs Mm = KD = 2.400 P = 324 lbs P = Min. Design value: Z= 125 lbs Z= 212 lbs KD = 2.400 KD = Duration Factor: CD = 1.6 Z= 135 lbs Z= 22116t • • Allowable Design Value aCo): Z'= 199 lbs/anchor 46.8 in -I814 060000 529 lbs 2.40Q••••• • • • P = 299 lbs KD i • •2i�4 Z. 125 lbs •• • • • • Fastener type: 1/4" ITW Tapcon Substrate: Hollow block Edge distance: 4.00 in Edge distance: 2.00 in Actual edge distance: 2.50 in Spacing: 4.00 in Spacing: 2.00 in Actual spacing: 3.00 in Allowable Design Value Wm.): Z"= N.O.A.16-1222.06 Minimum embedment: 1.2.11b• • • • Tabulated shear design value: Z = 202 lbs • • • Tabulated shear design value: Z = 161 lbs Reduction factor: 0.85 Tabulated shear design value: Z = 202 lbs Tabulated shear design value: Z = 164 lbs Reduction factor: 0.91 •• •• 155 lbs/anchor • • • • • •• • •• • • • • • ••• • • • •• Fastener type: Nominal screw diameter: Actual edge distance: #10 D: de: Side member material: Thickness: t, Ultimate tensile strength: F,ul Nominal strength per bearing (side member): Nominal strength per bearing (main member): Nominal strength per tilting: Nominal screw shear strength: Safety factor: Allowable shear and bearing capacity: P. Self tapping screw 0.190 in 1.085 in Vinyl PVC 1.000 in 14 ksi Rn = 2Dt,F, Rn = 20t2F,2 Rn = 4.2(t230)1/2Fr 2 Rn = A,F„/1.25 n= 3 145 lbs/anchor (Calculations per 2010 Aluminum Design Manual, section J.5.6) Screw root area: Ar 0.0151 int Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Main member material: 6063-T5 aluminum Rnl = Rn2 = Rn= Rn= Thickness: Ultimate tensile strength: 5320 lbs (Eq J.5-12) 435 lbs (Eq J.5-12) 478 lbs (Eq J.5-13) 654 lbs (Eq J.5-14) t2 0.052 in Fn2 22 ksi Fastener type: #10 Nominal screw diameter: D: Screw root area: Ar Side member material: Thickness: t, Ultimate tensile strength: Nominal strength per tilting: Nominal strength per bearing (side member): Nominal strength per bearing (main member): Nominal screw shear strength: Safety factor: Allowable shear and bearing capacity: P. Self tapping screw 0.190 in 0.0151 int Vinyl PVC 1.000 in 14 ksi Rn = 4.2(t23D)v2Fu2 Rn = 2.7Dt,F„, Rn = 2.70t2F.2 Rn = ArF./1.25 n= 3 218 lbs/anchor • •• • • • • • • •• • • • • • (Calculations per AISI-S100-07, sections A2.3.2 and E4.3.1) Screw shear ultimate strength: F. 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual `\\`,' 1 ` I /,//// Main member material: Metal from 1 Thickness: t2 R• L p i Rn = Rn1 = Rn2 = Rn = Ultimate tensile strength: F�2 (Eq E4.3.1-1) (Eq E4.3.1-2 and -4) (Eq E4.3.1-3 and -5) 1001 lbs 7182 lbs 1280 lbs 654 lbs Minimum anchor capacity: 145 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 1 of 3 JAS • •• • iff• .:N.•�\GENS'�„- • • •114.. • • r Ir• o151 • yt'= -'O • Qr� • TAT OF frt ./6 V : 6NAL11 I`\*\\\ Luis R. Lomas P.E. FL No.: 62514 5/3/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 434-688-0609 rilomas(cill rlomaspe. com Manufacturer: Masonite Report #: 514012 Date: 05/01/2017 Anchor calculations, minimum required anchors 36.38 36.38 Al � Al � 72.75 79.25 37.50 36.38 36.38 37.50 t t r t t \ Al F. A2----- XA3XA5XA3X /Al ^ A4 ^ A4 /1 A4 P6Y_Y vA4v A4 \./ Al / A2 Al \ 147.75 Anchor Locations: 6.00 TYP. 79.25 Design pressure: 60.0 psf ZoneO.C. Area (ft2) Load (lbs) Ind. (in) Max. (in) Anchor Result Cap. (lbs) Q� Load (lbs) Al 2.3 138 N/A N/A 145 1 138 OK A2 7.7 463 6.00 21.00 145 5 93 OK A3 7.7 463 N/A N/A 145 4 116 OK Design pressure: 60.0 psf ZoneO.C. Area (ft') Load (lbs) Ind. (in) Max. (in) Anchor Result Cap. (lbs) Q� Load (lbs) Al 2.4 146 N/A N/A 145 2 73 OK A2 7.9 473 6.00 21.00 145 5 95 OK A3 7.8 468 N/A N/A 145 4 117 OK • A4 2.3 138 N/A N/A 145 1 138 OK A5 7.7 463 N/A N/A 145 4 116 OK • Double door 79 25 6.00 1 36.38 6.00 TYP. 3.00 TYP. -+ 18.19 TYP. 36.38 2of3 •• • • • • • •••• • • •• • • • • •• • • • • • •• • • • • • •••• • • • • • • •••• • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • ••• • • • \5 R • L 0 i/ J\ • 'J•Nt CEN • * 0451 • �k O , TAT FF ; e�F6; : I 0 R10Q; co.• /is�aNA�`ti t it Luis R. Lomas P.E. FL No.: 62514 5/3/2017 L. Roberto Lomas P.E. 1432 Woodford Rd, Lewisville, NC 27023 434-688-0609 rl IOmasOirlomaspe. COm Manufacturer: Masonite Report #: 514012 Date: 05/01/2017 Double door with sidelites 7 6.00 TYP. ..-18.75 37 TYP. 50 6.00 TYP. 36.38 18.19 36.38 37.50 3.00 TYP. y TYP. f i II II II II I II I I 6.00 — _ T 13.145 MAX. O.C. _L — • 0- • • •• 9 25 — • •••• • •••• •• •• • • • — • •_, 6.00 • • I •• I . 1 1 1 i i I 1 1 I I 1 I I I I i Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 VY' KAI M/11 MA Crlr]C fIICTAAIrC I nre-m AAIri4noC AC C4lh1A/N RCI rwki 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. J. rum MIVI..riLircIIVU I rcuuUrI rKHIVIC IIV I V IVIC I ML J I MUI.I UrCC UJC if 1U JIVIJ Vrt oCLr UKILLIIVU SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 3of3 •• • • • • •••• • •• • • • •••• • •• • • • • • • •• • • • • •• • • • • • • • • • •• • • • ••• • • • \oillll//�� L 0 �0 • Z *• 451 •*- • . AT 0 F ; , Trc, ,ss.. /O.NACS.\—\, Luis R. Lomas P.E. FL No.: 62514 5/3/2017 Florida Building Code Online �t L 1 ]d )EOcitl"Er" BusinewC) Professional Pepation r 4' +�i'. F �I 1 BCIS Home Log In User Registration Product Approval USER: Public User do DHTACT D8PI1 Hot Topics Submit Surcharge Stats & Fads Publications j FBC Staff BCIS Site Map Links Search Product Approval Menu > product or Annliration Soarct > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17860 New 2014 Approved El T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (305)888-0077 joe_sixto@usalum.com Javad Ahmad alfarooq@afceng.com Exterior Doors Swinging Exterior Door Assemblies •• • • • • • • •••• • • • • •• • • •• • • • • • • • •• • • • • •••• • • • • • • •••• • • •• • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• 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 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE -70592 National Accreditation and Management Institute 12/31/2019 Jesus Gonzalez, P.E. ❑D Validation Checklist - Hardcopy Received FL17860 RO COI SS - Outswing Door - CI 2014.pdf Standard TAS 201 TAS 202 TAS 203 http: 7www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEV XQwtDgt2ZOX6B2Y I Ur3arp66eS7gynCF I Zuowp VPt I6CXKtCoA%3d%3d[ 10/23/2015 9:10: 15 AM] Year 1994 1994 1994 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I t 1 FL # Model, Number or Name Method 1 Option D 07/02/2015 07/05/2015 07/21/2015 10/16/2015 Description 17860.1 ;Series 230 Aluminum Outswing Door Large missile impact resistant aluminum outswing door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-90 Other: See drawing 15-32 for span vs load combinations and installation details. 17860.2 Series 230 Aluminum Outswing Door Installation Instructions FL17860 RO II SS - 230 Aluminum Outswing Door (Lh1I) W 15-"32.odf •••• Verified By: Javad Ahmad PE# 70592 • • Created by Independent Thie party: Yet" • • Evaluation Reports • • • • • • • FL17860 RO AE SS - 2.31). iutrwing Do6:4liivt1)-PAE•2Ol441)df Created by Independentalg4 garty: Yes • • --we wirers— •••• • • • • Non impact resistant aluTrygtirributswiiraad1 • • I 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 drawing 15-33 for span vs load combinations and installation details. Installation InstructiOnS-• • • • • • • FL17860 RO II SS - 2301Aluininum OuisAti Door (\LIl llU•15- 33.odf • Verified By: Javad Ahmed PE#•70592 • •• Created by Independent Third r.arty: U.. :. Evaluation Reports ' ' • • • FL17860 RO AF SS - 23060utswing Dour (NIO-PAE 2•014.od: Created by Independent Third Party: Yes •.: Contact Us :: 1940 North Monroe_6 reet. Tallahassee FL_32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 7007-2013 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: rt"Z 01. eC heck U r ti\'tl k"1' Cre • it. http: 7www.tloridabuilding.org/pr/pr_app_dtl.aspx?paramwGEV XQwtDgQZOX6B2Y 1 Ur3arp66eS7gynCF 1 ZuowpV Pt 16CXKtCoA%3d%3d[ 10/23/2015 9:10:15 AM] 17860.3 Series 249 Aluminum Outswing Door i Large missile impact resistant aluminum outswing door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-141 Other: See drawing 15-30 for span vs load combinations and installation details. Installation Instructions FL17860 RO II SS - 249 Aluminum Outswing Door (LMI) W15-30.13df Verified By: Javad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL17860 RO AE 249 French Door 41.12014.pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe_6 reet. Tallahassee FL_32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 7007-2013 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: rt"Z 01. eC heck U r ti\'tl k"1' Cre • it. http: 7www.tloridabuilding.org/pr/pr_app_dtl.aspx?paramwGEV XQwtDgQZOX6B2Y 1 Ur3arp66eS7gynCF 1 ZuowpV Pt 16CXKtCoA%3d%3d[ 10/23/2015 9:10:15 AM] July 01, 2015 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: T.M. Windows LLC. Series 230 Aluminum Outswing Door W/ Sidelites (LMI) Series 230 Aluminum Outswing Door W/ Sidelites (NI) Series 249 Aluminum Outswing Door W/ Sidelites (LMI) Certificate of Independence Dear Sirs, As the design engineer retained by T.M. Windows, 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, STAfi Or ;ONA1, C 0 Dais 8 Time: 07412115 14:45 Javad Ahmad, P.E. Chief Engineer 1235 SW 87" Avenue I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www,afcen€;.corn I Oar ou a • • • • LOCK OPTIOMi_ SEE SHEET i GLASS D L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875'• D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 (DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. I (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. 6" MAX_ HEAD/SILL CORNERS 41 7/8" FRAME WIDTH 15" MAX. HEAD/SILL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. _ / /B) y / 30" D.L. OPG. 38 5/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY 8E USED \._HINGE OPTIONS — SEE SHEET 5 r TYPICAL._ELEVATION ( X ) 0 U HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. \ 6" MAX. 80" HEAD/SILL CORNERS SINGLE LEAF DOOR C )— 0 0 FRAME WIDTH � 3" 3" \ A , e_ ' I 'IIIIII,. I- / / E \LOCK OPTIONS \SEE SHEET 5-\ 15" MAX. HEAD/SILL i \ \ l" 30" D.L. OPG. 38 5/8" J ▪ • • DOOR •OPTIONS • • • • • •• • • • • • • • •• LEAF WIDTH ACTIVE 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR • • AO THAPR(i'li UCT-LVALRA•0R DOCUTANT (P. E.D.) PREPARED BY THIS ENGINEER • • • IS RENEMIC ARD ESES ROT PROVE INFORMATION FOR A SITE SPECIFIC • • • I•RiiECT: LP WHER• THL•SITESCINDITIDNS DEVIATE FROM THE P.ED. B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EvALuATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. • ••• • • • • • • • •• ••• • C-PFAD/C• EVALUATIOAR LIbCUMEIiT WILL BE CONSIDERED INVALID IF j •AL ED BOANY VEANS• • • • De 1TP SPECt PROgGISL BZPRTARED BY A FLORIDA REGISTERED I ENGINEER 0 ARCH( ICH ILL CO THE ENGINEER OF REMO) (LOA.) I • FOR THE RRIJECT ANEOWHS WILR BE•RESPONSIBLE FOR THE PROPER ASE DF TME P.E.D. ENGREER OF RECORD, ACTING AS A DELEGATED ENGINcLR 10 IHE P.L.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ••• • • —• -• ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IT s T -T FL #17860 •A`XTL\111111 \OD.O�ISF' No. 7059: Zr O� 2 N w Q 2 n d' o N 0� a W %m% r O LL 0 16 a Co m ca>w 2 8 0 D. a a .H O°31 1 • ro 0 Q W . w N 4 . w • o J ON¢ li Q Li ,(1E �I W 0 v I E. - a I • �j � a� l V I, •�E OF drawing ro. �S••FcoRtoP.••'Ga�,.' W15-30 is/®►d/AL T`a i R „aheet 1 of 16; FIntn 6" MAX. HEAD/SILL CORNERS FRAME WIDTH HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF /-FRAME AT DOOR AND SIDELITES i TYR. AT HEAD/SILL 1 1/4" MAX 1 1/4" MAX / ✓ ` 41 7/8" b 80" MAX. 41 /8" SIDELITE FRAME WIDTH 3.• TMP F �I III XX DOOR FRAME (A/ IIIIIII WID 15" MAX. HEAD/SILL 'III SIDELIT FRAME WIDTH III. �1/ :% (Gj ! '. • •\ \ / / HINGE OPT10145 SEE SHEET/ 5 / / / // � LOCK OPTIONS \\SEE SHEET 5� \ \ \ \ \ . \ \ y1 o- ) \ \ \ \' ==1 / / / / �- --I\ \V / / / / =_ ( ✓ i ,, - - - I ;, � , --- ' _ _ - - INACTIVE \ LI/ ACTIVE -- -{ - I I 30" D.L. OPG. 38 1/8" I I I LEAF WIDTH I 30" D.L. OPG. 38 5/8" LEAF WIDTH I I; I I I 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OxxO ) WITH PANEL SIDELITES SIDELITE OPTION I I' 30" D.L. OPG. 38 1/8" LEAF WIDTH • • • • • • • • • SURFACE APPLIED - FALSE MUNTINS MAY BE USED z •• ••• • • • • • •• •• ••• •t • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • A • • �F 4.V ' •3 7 , I!! �Y � n • •• • • •• • IL • • 8 ..: OF �i�S'•.�ORIOP.•''G\ s•• • • • . .•• . . FL #17460 ','.S®®Int 1° • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ! • •• •• ••• • • • ••• • • Dato 8 ' .. . /02/16 16 drawing no. W15-30 22--esTteet 2 of 16, FRAME WIDTH HEAD/ STILESILLENDS ANCHORS //1AT ) AT 3" O.C. 46 5/16" 6" MAX. HEAD/SILL CORNERS Typ. 15" MAX. (K, I r I I II HEAD/SILL1 'L) ;N 41 5/8" D.L. OPG. 46 3/8- SIDELITE WIDTH 'A I I I 80" MAX. / XX DOOR FRAME WIDTH 1 HINGE OPTICAS SEE SHEEN 5 / (E; \LOCK OPTIONS SEE SHEET 5 I,I / \ I 'III \ INACTIVE I 30" D.L. OPG. 38 5/8" LEAF WIDTH / / II -- �1I ACTIVE I !III 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF /—FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL / SURFACE APPLIED / FALSE MUNTINS d MAY BE USED III,' I 1� d z 0 U • 4141 4141• • • • • • •• • • • • • • • • •• ••• •• • • • 41• • ••• • •00 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 41 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0041 • • • ••• • • -- — rn ,N 9 oI \ Ia ti -drawing no '1, Y C W15-30 'sheet 3 of -1-6.1 2— - 6" MAX. HEAD/SILL CORNERS 41 7/8" FRAME WIDTH 15" MAX. HEAD/SILL 31" WINDOW WIDTH 28 D.L. OPG. (FIXED) 10 1/2" MAX. 5" MAX_ HEAD/SILL CORNERS TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE, HUNG WDW. INSERT S.H. WINDOW INSERT OPTION a a 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 • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • 0410 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ISII Ig 3iof a•3.O ▪ zCL CL • 00 cici ill c0 0_ ~ 0 1 T 0 a O � Mv . J LL . w Q = o 3=" NW OI Q — m m I o` w u n 0 'v v -o J c° i (NIS^ 1"0 C drawing no W15-30 sheet 4 of 02, DOOR WIDTH t FRAME HEIGHT / / / /ACTNE l (X) 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 'Br EXT. + INT. - EXT.(+) INT.(-) 42 109 80.0 80.0 00.0 141.0 E%T.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT 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 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) #8-32 X 1/2" FII MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) DOOR WIDTH L_ DESIGN LOAD CAPACITY - PSF A / \ \} / / / / l / ACTIVE INACTIVE (XX ) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES FRAME WIDTH FRAME HEIGHT A,'Al', 'B' OR 'Bl' INCHES INCHES EXT.(+) l INT.(-) 80 109 80.0 I 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMB EXT. +) LOADS TO 58.0 PSF HINGES: OPTION #1 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION #2 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIOSPAN 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 Fo R_AME WIDi-21 CINE I SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES @ DOOR _ ,A, Ali, 'B. OR 'Br EXT.(+) I INT.(-) 42 109 65.0 1 80.0 GLASS TYPE 'F' @ S.H. WDW EXT (+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION SEALANTS: • • • • DECLARATORY STATEMENT DCA05—DEC-2 1 9 FRAME CORNERS AND GLAZING BEAD TO PANEL STALED• WITH WHITE COLORED SEALANT. ff SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILI(;ONE. • • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • •• • • •• ••• • • • ••• • • • • ••• • • • • • • •• • • • • • • • • W • • • • •• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • + -1 _ ,0 B_OS 411./ drawin0 no � . FCORIDP.•��`�, W15-30 FL #17860 '",/, i L1�1^` sheet 5 of 16)' Date 8,-FImaT /02/16 16:22- - Ui vll w II I Q9, m co 1 o I rn M .. 1 8 V �IJ 1_ 3="Q ONW 0 Z3o �13z< 113 moo f w , F �a STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL/DIRECT SET SIDELITE WIDTH INCHES GLASS A • AI', 'R' EXT. (+) TYPES OR 'RV INT. (-) 81 4180 (Xx7/8 )X) 48 80.0 69.7 85 4180 �8 %)x) 48 \ 80.0 69.7 91 4780 (8X)X) 48 80.0 69.7 97 41 7/8 (%) 80 (xx) 42 80.0 79.6 103 4180 (XX)X) 42 80.0 79.6 109 7/8 4180 (%%)X) 41 7/8 80.0 80.0 EXT (-1-) 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 DCA05-DEC-219 1-1/4" DIRECT SET SIDELITE WIDTH DOOR WIDTH (X) OR (XX) LEAFi WIDTH r ' I 1-1/4" PANEL SIDELITE WIDTH DOOR WIDTH (X) 3, ' 4 moi- { PANEL SIDELITE WIDTH INACTIVF DOOR W. SIDELITE W. FRAME HEIGHT 7— SIDELITE W. DOOR W. (XO) (OX) •• ••• • • • • • •• • ( xx ) • • • ( x0 ) • • • • • •• ••• •• • • • •• LEAF (WIDTH • 1111• • ••• 1111 • -- ={L-• • - • • • • • • �;P _ J t�__fk� • • • • • • •- •. • y :.. .• • • • • • • Tr- • • • ACTIIE �• • • • -_! DOOR WIDTH • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 1100 • • SIOELITE W. SIDELITE W. T— FRAME HEIGHT SIDELIT W. STATIONARY ( 0 ) DOOR W.I SIDELITE W. A A / / / / / / / / / / � \ — \ \ / \ \) \ / \ \ \ / / \ \ \ % \ \ / \ / \ / \/ •• ••• • • • • • •• • ( xx ) • • • ( x0 ) • • • • • •• ••• •• • • • •• LEAF (WIDTH • 1111• • ••• 1111 • -- ={L-• • - • • • • • • �;P _ J t�__fk� • • • • • • •- •. • y :.. .• • • • • • • Tr- • • • ACTIIE �• • • • -_! DOOR WIDTH • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 1100 • • SIOELITE W. SIDELITE W. T— FRAME HEIGHT SIDELIT W. STATIONARY ( 0 ) DOOR W.I SIDELITE W. DOOR W. ( 0X0 ) A / / / / / / / / \\ / \ \ \ \) \ \ / \ \ / \ DOOR W. ( 0X0 ) ( OXXO ) ., � k- ,7, a, m OD ,T 3 C) rn r0 M _, _J ,1_o JW LL N < I Q >. UU Q NW T p_mm Z •O n Z; za an i H d A / / / \ \ \ / \ / \) \ / \ / \ / \ / V ( OXXO ) ., � k- ,7, a, m OD ,T 3 C) rn r0 M _, _J ,1_o JW LL N < I Q >. UU Q NW T p_mm Z •O n Z; za an i H d �J16" HEAT STREN'D GI ASS \ r-1/4" AIR SPACE \ ` \ 3/16" HEAT STREN'D GLASS \\ 1 .090" Interlayer Saflex Clear And Color Gloss \ \ ,1 \ By 'Eastman Chemicol Co.' \ ` 1 3/16" HEAT STREN'D GLASS \ \ \ \ • SILICONE \\ \ -GE RGS7701 \ \ • � GE 1200 w 73/16" HEAT STREN'D GLASS \ .090" Interlayer \ Satlex Clear And Color Glass \ \By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS \ ` I \ SILICONE GE RGS7701 \ I I GE 1200 \�\\ I w z m GLASS TYPE 'A' n \ 3/16" HEAT STREN'D GLASS \ .090" Interlayer \ EDuPont SentryGlos \By 'Kuraray America, Inc.' \\ 1 x3/16" HEAT STREW° GLASS SILICONE '- GE RGS07701 GE 120 \\\ \ I z m I .1 --',\_ ALUMINUM Ig �•�� I O co 4 ,.I / SPACER w w w J �' #8 SMS I w I A ,-AT 4-1/2" FROM ENDS AND 10-1/2" O.C. 7 3/16" HEAT STREN'D GLASS \\ \ 1/4" AIR SPACE \ \ 73/16" HEAT STREN'D GLASS \ \.090" Interlayer \ \ I DuPont SentryGlas \ tI I By 'Kuraray America, Inc.' I \`\ I I \ `1 \\�� AT /4 POINTS ALL SIZES ;LASS TYPE 'Al' GLASS TYPES A OR 'B' (ABOVE) SILICONE HGE RGS7701 / GE 1200 • f I i ®AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' GLAZING OPTIONS GLASS TYPES \Al' OR 'B1' (ABOVE) SILICONE GE RGS7701 �GE 1200 GLAZING DETAILS AT SIDELITE AT 1/4 POINTS ALL SIZES • 3/16" HEAT STREN'D GLASS SILICONE t GE RGS7701 iGE 1200 7/16' MIN. Iva m v ALUMINUM / SPACER 1/8" HEAT STREN'D GLASS V .090" Interloyer DuPont SentryGlas IBy 'Kuroray America, Inc. \ I 1/8" HEAT STREN'D GLASS ' b8 SMS w AT 4-1/2" FROM ENDS 1 w AND 10-1/2" O.C. AT 1/4 POINTS ALL SIZES GLASS TYPE '131' •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • • • ••• • • • • • AAA A • a. • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SILICONE -GE RGS7701 GE 1200 ) GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) ``�ttuuuuT�y No. 70582 , FL #17E360 s�t,SALi\‘‘‘�\ Data 0 I c0 a 3 0 . O M S U J 4 • UJ L 3 Q = o ' 3xU O N W 0-03; Z O 3�z z<� N Hid C= n' I 0 .I �I I o I 1 drawing no. ), W15-30 1 /02/..5+5 �� eel 7 of 16 TYPICAL ANCH D DIST_ `SEE ELEVATIONS / FOR SPACING e o ALTERNATE ,/— ANCHOR LOCAT �j . EDGE DIST. I,' TII 1BY WOOD BUCK (SEE NOTE SHEET 1) EDGE DIST. ; 2BY WOOD BUCK OR " WOOD STRUCTURE (SEE NOTE SHEET 1) 1 MIN. —FLUSk BOLT PENF,TRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST METAL / STRUCTURE TYPICAL ANCHORS L SEE ELEVATIONS FOR SPACING 1/2" MIN. FLUSH BOLT PENETRATION (E3 \ 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS • EDGE DIST. o TYPICAL CHORS SEE ELEVANS FOR SPACI HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS EDGE DIST. • ••• •t E • ! N • \ • • • • • ••• SEETYPICEEi A. VA�� S FOR SVACINC• • STANDARD THRESHOLD • • APPR'D FOR WATER RESISTANCE• • • LIMIT MAX. EXT(+) LOADS TO 58.0 PSF • - WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCIIORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F„=177 KSI, Fy=155 KSI) AVIV LOT WVVU tlUl,l(S VK WVUU JI KUL, IUKtS 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •• DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6D63 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm = 2000 PSI MIN. • a • IP •a • • • ITYPI AL ANCHORS • E•GE D•T. }�•• S EVATIONS • • _ -• • w F( S�ACING ••• :ON �HR�SI�Ld i SNOT APPR'D FOR WAT•2 RESIS•ANCE • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • OPERATING UNITS FL #17860 Browing no 3/8" MAX. SHIM METAL SI RUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" Max. SHIM 1 B WOOD BUCK ALTERNATE ANCHOR LOCATION ArFIVE LEAF 00 3/8" MAX. SHIM . TYPICAL ANCHORS SEE ELEV.— FOR SPACING (__SEE LOCK OPTIONS SHEET 5 EXTERIOR D.L. OPG. LEAF WIDTH ° \ TYPICAL ANCHORS SEE ELEV. �- FOR SPACING DOOR FRAME WIDTH MULTIPOINT LOCK ALT. FRAME JAMB 3/8" MAX. SHIM IN -ACTIVE LEAF ACTIVE LEAF , 2BY WOOD; BUCK \ OR 'woo° STRUCTURE L BUTT HINGES LEAF WIDTH EXTERIOR LEAF WIDTH LTYPICAL ANCHORS SEE ELEV. FOR SPACING L SEE LOCK OPTIONS SHEET 5 DD♦R•FXAMLoorH • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • • • ••• • • • • • ••_• • • . • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • alit • - • • • • • • • • • • • •• •• ••• • • PIVOT HINGES (SEE HINGE OPTION SHEET 5) OPERATING UNITS S.cOF . !I4J'C -''4,91/0. Ss F[ORIOP.•�G*- FL #17860p'QiDiYlt� E\�i R s sheet g of 161 drat:Inc no. W15-30 x a 4 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE _ � ANCHOR LOCATION x ALTERNATE C ANCHOR LOCATION cn 3/8" MAX. SHIM ALT. FRAME JAMB TYPICAL ANCHORS ' SEE ELEV.-- FOR SPACING \ • . a\\ • \ _� Z x x `G 3/8" X 3/8" WEEPS 1/2" FROM SILI ENDS \ TYPICAL ANCHORS EDGE DIST. `-SEE ELEVATIONS FOR SPACING f #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. } _I1 —71 I 21 0 EXTERIOR LEAF WIDTH v SILICONE J PANEL SIDELITE WIDTH 1 15 6 �a 1 1/4" LEAF WIDTH BUTT HINGES DOOR FRAME WIDTH (G) ALTERNATE • • • • • • • •• • • • • N \ • • • • • • • • • • • • •• • • le r • °! • • • • • • • • • TAPICAL ANCHORS • • • • • • • • ` -SEE ELEVATIONS FOR SPACING (HIGH THRESHOLD) •. • • • • ••• • • • • • • • • • • • • silo • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • •• ° EDGE DIST. PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT PANEL SIDELITE UNITS w m ^ �i LID a 3 0 . N OUT -SWING DOOR U J LL JLJ Na= o 3x0 a ONw I o�m Z30 n 3 z^ Z d X00 w C O — - 7 a 91 AD N O U N ly I � al ( l SL7-OF . draw'n9 no. 'sheet 10 of 16.; '0%/02/1b 16:e4- FRAME HEIGHT TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS FOR SPACING - a 0 0 a LLI E / a < ° EDGE DIST. y TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING DIRECT SET SIDELITE INSTALLATION DETAILS J EXTERIOR D.L. OPG. N SILICONE PIVOT HINGES • DIRECT SET SIDELITE WIDTH • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • • • ••• • • • • • DOOR FRAME WIDTH k10 X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. DIRECT SET SIDELITE UNITS �JP9 ); 'v0EN8F'••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Z m 0z w w o f n O 0 it 0 M O. IY 0 4 0 v 0o N 01>J2 o p a¢ a .°a 0 o I' rc 1 Nip � Qw3wN J(3Ma Q wgi: LJ cn �N O M o M 8 0 J 4 z J LJ Li 3Q X. n � � Oc`vwal m Z O n $ Z <0_ai X00 J F- O a � o` n U W 9 T n d U 0 Arnwing no 1 •.�CORIDP.•'• \�� '�•• G 1 W15-30 � FL #I%86()s`/Si®®(14/\11 `� eet 11 otlfi) DotD8 /02/1616:e1--- - - zl � 1"& _---------- i>.. �, EXTERIOR D.L. OPG. N SILICONE PIVOT HINGES • DIRECT SET SIDELITE WIDTH • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • • • ••• • • • • • DOOR FRAME WIDTH k10 X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. DIRECT SET SIDELITE UNITS �JP9 ); 'v0EN8F'••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Z m 0z w w o f n O 0 it 0 M O. IY 0 4 0 v 0o N 01>J2 o p a¢ a .°a 0 o I' rc 1 Nip � Qw3wN J(3Ma Q wgi: LJ cn �N O M o M 8 0 J 4 z J LJ Li 3Q X. n � � Oc`vwal m Z O n $ Z <0_ai X00 J F- O a � o` n U W 9 T n d U 0 Arnwing no 1 •.�CORIDP.•'• \�� '�•• G 1 W15-30 � FL #I%86()s`/Si®®(14/\11 `� eet 11 otlfi) DotD8 /02/1616:e1--- - - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • -093- 1.75 0 � �� ' .625 062 ) �� .500 p L. .332 PANEL GLAZING BEAD 37' 1M-155A 4.000 r, `l3 4.000- t 12 r r 066 .062 v /� � I o. illi - I 1.750 � ° u Y f` � 1.750 NEI�y 2.375 - Zy m m O Z N f , 3 �I Z a - .090 i__ -3 S"„l 2.375 11 f71. Q n x O p pi i 1 , I-1 ---1.843 --�1 FRAME HEAD TM-099 9 I 1.843--I F-,145 SIDELITE HEAD/SILL GW-30769 - 3.465- O w @ -'• d o laO O v a � r-' 2.375 •-2.125 i 8.250 -�- - _Aw m o -�{ .850 r_ .713 4.000 .062- IOaao d 1.465 �• O 0 ;3E1; .125- (9 ) GW 37888 CENTER HINGE 2 125-� 1�0�J✓i�- -0.310 m.572 r 125 715 .050 i 0: On 3 LL -i a5A 1.799-ef SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) Q W In {L Z N = m I. J - m a_ • Q w ~ Ljjj 1.968 ,191 t,i DOOR BOTTOM TM-29236 RAIL 1.262 - 1 8 PIVOT HINGE- 1.500 1.500-y Lr � I 0� H. 0.248/ 0.572- OU 37889-A HINGE.250 g OUTER HINGE - HINGE PIN-, !A2 iQr 4.000 0-2.062 I� (� j o mn L-1.750 --I 3, DOOR JAMB/SIDELITE FRAME BA5499 .125 87$ o rn .125 .062 625 .062-` p b' 1.376 o- 31 0 m rp Z M STD. SILL ADAPTER 28) BA5798 .500 1.000 .166 -) MID RAIL CORNER CHANNEL _ o z J _I � l` .093 1.750-q b .625 1177 3.681 HINGE _#10 / F.H. �1 CAP % 1/2 SMS 1.750-{ 1-- 1-.655 LOW THRESHOLD 897DKB 1.658-- •_it, 3 I o a = o � 3Q N w .062 1.030 /" 9 m m Z_ i_____ 4.000 ��'.062 p .� --_d_ �3.g75 �{ .635 ���JJJ 1.275 � p- a 3 O vpi Z .250 I 1.829-- - HIGH SILL ADAPTER i29, TM-193 .865 -- (38, -� j y ern --'ti ` 0_ � �a0_ (51 4.090 -II- .093 DOOR HINGE STILE TM-32995 2157 4.530 125 INSUL. GLASS PANEL ADAPTER TM-194 Ti J, 4 2.000 _ .562 p 61 DOOR TOP/BOTTOM RAIL TM-32994 .� .625 III P t ss5 -^{ .930 I- Jr 9 r 4.659 •�'�-� 1-.093 '" 3.500 °� o o 7.689 m a o 2.040 I d Hr=- II p r+ j 1.750 d �- .187 .554 U II UU o -1.574-- r=1 � .375 .062 --�0-.060 _ o IpT1'� 0 "' ° 2.000 p o 4.000 FRAME SILL (STD.) •H' MULLION v .0755 .625 4.000 BA5797 1St , - TM-121A ria)SILL COVER TM-180 • - • :8 BliT 412`• HINCi• • • • • • • • • • • • • •1"-•7'25 • �T n \4/ ACTIVE LEAF LOCK STILE TM-172 p i-, WEATHER-STRIP ADAPTER ,•�i GW-31826 • • • •_ •• y • • • • ••• .�2 I d'o i • • • • • • --3.790 • C • • • • • 4.000 • • • • • .999 b r \\71111111117 00‘111111,,,,,, ��•'• CENSE•'.'''000ddd ``\\� � 7', /� �- N - 1� I II - , ��! -1 o 4.659 -.075 .093 1.287 d 2.040 ISS 1 1.750 �S 1 • • 1.554 '�0 • • • • - 300 •� • -•12 • • • • • • • • 1.988 .186.062 p - .938 \ r No. 70592 _ j I n a .715 I` 5 .050 �ri p H•-1.799 35; SIDELITE GLAZING BEAD (LAM. GLASS) TM-157 • •p•••• • • 1 _ f :1s j o _ :-4..=CIS_ •-•2.611 ;. -6 1311 REINFORCING BAR - TM-182 7 9}- _i_ .625 -4.000 ;<A INACTIVE LEAF LOCK TM-36048 1I STILE •••• ••I•-i.750•-1I �}J ALT. DOOR • • JAMB/SIDELITE FRAME 3B ALT. FRAME COVER T �� -.13 .. OF � drOw;n9 no %�`SS:.4.95FP.•�Gl�� I W15-30 777 /Q�AL E \•`� -- - , gq gq F' #17860 7711 1111 1\\\ (sheet 12 of 1 fi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • 1 FRAME TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER • ITEM /( PART K QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 TM -099 I FRAME HEAD 6063-T6 - 2 BA5797 _ 1 FRAME SILL (STD.) 6063-T6 - 2A 8970KB 1 LOW THRESHOLD 6063-T6 - 3 BA5499 2 FRAME JAMB 6063 T6 - 3A _ BA _ AS REQD. _ ALT. DOOR JAMB/SIDELITE FRAME 6063-T6 - 38 BA AS REQD. ALT. FRAME COVER 6063-T6 - 4 TM -172 1 ACTIVE LEAF LOCK STILE 6063-T6 - 4A TM -36048 1 INACTIVE LEAF LOCK STILE 6063-T6 - 5 TM -32995 1 _ _ _ PANEL HINGE STILE_ 6063-T6 - 6 TM -32994 1 PANEL TOP/BOTTOM RAIL 6063-T6 - 7 GW 31826 _ 4 WEATHERSTRIP ADAPTER _ 6063-T6 END OF DOOR STILES (TOP/BOTTOM) 8 FO 107 3/ LEAF BUTT HINGE_ _ 6063-T6 SULLIVAN & ASSOC. 8A - 3/ LEAF PIVOT HINGE 6063-T6 LOIRA 9 GW30769 AS REDD. SIDELITE HEAD/SILL 6063-T6 - f0 GW 32222 2 _ _ DOOR LOCK INSERT 6063-T6 LOCK STILE 11 GW -34808 2/ LEAF _ PRESSURE PLATE -TIE ROD ALUMINUM 4" LONG 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN & ASSOC. 15 TM -121A AS REQD. 'H' MULLION 6063-T6 - 16 32001 AS REQD. FOAM FILLED BULB W'STRIPPING - .187 X .250 T -SLOT 16A 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - _168 32011_ AS REO'D. FOAM FILLED BULB W'STRIPPING - .187 X .350 T -SLOT 17 EDGE 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M & M PLASTICS 19 TM -29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REQD. #10 H 1/2" F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2"0 THREADED R00, WASHER & NUiSTEEL TOP/BOTTOM ENO RAILS 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET 23- _ 7 MULTI POINT LOCK - ACTIVE LEAF, 41" FROM BOTTOM _25 - 36 _ _ _ DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS RECD. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA5798 AS REQD. STD. SILL ADAPTER 6063-T5 - 29 BA AS REGD. _ _ _ HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-75 - 30 TM -1801 i SILL COVER 6063-T6 - 31 TM -182 - _ LOCK STILE REINFORCEMENT 6063-T6 - 35 TM -157 a _ _ SIDELITE GLAZING BEAD (LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 35A - 4 SIDELITE GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-T6 - 38 TM -194 - INSUL. GLASS PANEL ADAPTER 6063-T5 - 39_ AS RUM. SETTING BLOCKS (1/8" % 3/4" % 4" LONG) EPDM DUROMETER 8015 SHORE A ••• ••• • • • • • ••;, • • •• • • •• 26•.1 • • ' p • • • • • y • • , I• I• •• • • • •• • • • MID RAIL CORNER SINGLE DOOR W/ S.H. WDW. ••• • • • • • • • • • • •• ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• DOOR COMPONENTS FL #17860 U13 iv o i I � N Z a C), m W N of N MS. 0 d m m 0 0 U • 0 i Q R L Q H wN,.0 4 O a 2 Ja(MLyy¢_� a 6E B: i<. I 0I I0Ui I I m v N rn Lo "4- 0 m'1 ro v c --ir f^ u > n ' x l : drowing no. _W15-30 sheet 13 of 16:, 6-- - FRAME HEIGHT TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS '11/ FOR SPACING •� N. - n�' ALTERNATE j :ANCHOR LOCATION (A1, Y <'g \ g i N10 X 1-1/2" FH SMS �i SEE ELEVATIONS FOR SPACING N (C1, 0 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING I I I I L!), w x • • • •,•11r ••• ° ••• • ° Vf 'N._ TYPICAL ANCHORS EDGE CIST. SEE ELEVATIONS FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OR •• •• • • •• • •• •• I; 3/8" MAX. SHIM 2BY V(OOD BUCK \ OR WOOD S1(2UCTUR (E1) #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH 3/8" MAX. . SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.- FOR SPACING 8 SEE LOCK OPTIONS SHEET 5 LEAF WIDTH DOOR FRAME WIDTH EXTERIOR D.L. OPG. 3/8" MAX. SHIM HINGE OPTIONS SHEET 5 1 B WOOD BUCK •• ••• • • • • • •• •LEAF WIDTH • • •Fi#ME WIDt1 • • • • • • • •• •• ••• •• • • • •• • ••• • ••• •• • SINGLE (X) C/ERIITING NITS :T/ S.I-II•wpt* s • • • • • • •• • • •• • • • • ••• • • • • • -- • • . • " • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • •• \\\\ 111 M_..42.1;;° OF (( FL #17860 010 ,1 oz s _ fsheet 15 of 16 0 3 i 3 0 5 rn m a O �^ M m • M J . Q • S o 0 W a • M ro Z_3O v"i za � X00 1- co tl '- w 0 a U T n v t� drawing no. W15-30 ACTIVE LEAF / m /— ///- C Y' ' CI .r •� . } EXTERIOR D.L. OPG. 3/8" MAX. SHIM HINGE OPTIONS SHEET 5 1 B WOOD BUCK •• ••• • • • • • •• •LEAF WIDTH • • •Fi#ME WIDt1 • • • • • • • •• •• ••• •• • • • •• • ••• • ••• •• • SINGLE (X) C/ERIITING NITS :T/ S.I-II•wpt* s • • • • • • •• • • •• • • • • ••• • • • • • -- • • . • " • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • •• \\\\ 111 M_..42.1;;° OF (( FL #17860 010 ,1 oz s _ fsheet 15 of 16 0 3 i 3 0 5 rn m a O �^ M m • M J . Q • S o 0 W a • M ro Z_3O v"i za � X00 1- co tl '- w 0 a U T n v t� drawing no. W15-30 .887 1 .937 062 .1 • �'{ 746 ^- ITEM N PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS (4 v I:�3 .062x2.1 1.1 GW -31798 TM -117 1 2 FRAME HEAD FRAME JAMB 6063-T6 - 1� _ lin 375 .250J I� 9.1i GLASS STOP ANGLE 31 4.1 5.1 6.1 7.1 8.1 GW -36123 -. TM-113 M 113 _ TM -112 GW -31802 TM -115 1 _ 1 1 1 2 2/VENT FRAME SILL _ FIXED MTG. RAIL STD. VENT TOP RAIL VENT BOTTOM RAIL VENT JAMA SPRING LOADED EGRESS LOCK 0 6• FROM ENDS 6063-T6 -6063-T6 6063-T6 6063-76 6063-T6 6063-T6 6063-T6 - = - - - - .IV Z F W a $ n Z O o Q' o �' a a 0 4 .836 8p 6 FI LLQ Y .130 � 1_ I1.875---] IA, FRAME HEAD .625 4 171' FIXED RAIL REINF. -�.750� 8A.1 9.1 10.1 11.1 - 12.1 - - 13.1 - - - - - __ WV -3045 2/VENT AS REQD. 2 2 4 _ _ _ AS REQD. LATCH LOCK 0 6" FROM ENOS _ _ _ GLAZING STOP ANGLE VENT STOP (5-1/4" LONG) SPIRAL BALANCE VENT GUIDE __._. __ BULB WEATHERSTRIP CAST ALUMINUM PLASTIC PL45TIC - _ VINYL _ - _r - - CALDWELL - -. ._ _ _ 0 Q 183 a V ai;m o' LL Q O WN '� W d Q W 3 N LL Z N ' C 2.541 .095 .140 9 1 "GooI.050 I 1.749 1 14.1 W43201 AS RE00 FIN SEAL WEATHERSTRIP WOOL - J O {r�nN Q j jl _ FIXED MEETING .937 �- RAIL 15.1 W43371 AS REQD. FIN SEAL WEATHERSTRIP WOOL _ Q W .i f IL'r 1 l y -- 1.563 -1 181, DOOR STILE REINF. 16.1 - - -_. _. 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 z 1' P.H. SMS __ 17.1 18.1 - - - - - FIXED RAIL REINFORCING DOOR STILE REINFORCING ALUMINUM ALUMINUM .__ - - - v o S.H WINDOW COMPONENTS P o I d - 1.750,- .9401- 1 x_.658 .750 .062 •z 7 1� �I ® 11111' /j' .. t' ® ..-.. S . ( 3 L''' o • c' Q CD p m U r7 J J w 1,_ Q S o 3 Q d Onlw 0 N W Z.1 Z Q � a a wNF� 1 P 1.125 _ �ILTJJ .056 i 1.562 1 .1.____ boll 1.045 S,t) SASH SIDE RAIL -1750 5. i) STD. VENT k- TOP RAIL 1 969 - .787 - -J ,-- - VENT TOP CORNER 1.875 e77 _A-1- .943 t FRAME TOP CORNER II� " ��� '.617,v13 g ' .BI2 .062 .674 .O5> 5 !??�FRAME --1.469-, JAMB `.�` SASH LATCH f a4141 ---2.050 .062 2.826 4141• • • 1 • • • • • • • • • • ® � 1_41 \ -12 a; 1 .� -� 1.362 - • • • c I i 41 41 41 41• 41 41 •/ • • • • / • • • •• • • 4141 • • • • • •• • 41.41 !I • ® • • • ��` ���"'INN � `\\\\\111111/,7jJ \ss•\ J�,D,!��� 7•,, ,' VCENBF''•7� No. 70587 a�� - m I I l a�' (I �I I u Ii 11 n I 1! . I ���J I . B f 2.250 .060 2.725 .662 �} I 1-1.937--I 3.ij FRAME SILL • •®�• •i• • • • 16.1 � •, OF • +, drawing no ''I %, S'•: CCO9.17k•'.G,; W15-30 FRAME BOTTOM CORNER VENT BOTTOM CORNER %7jS®®Np�LE���` -_ �1.7s0� ;6.i) VENT BOTTOM RAIL FL #17860 QI �v ••• • n.., lull.\\ ,,�,,,,,�sheetl.6of_1.6; • • • w • • • • • • • 000 • • • • • • • • • • • • • • •• 110 • • • •• •• 000 • • • 0410 • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D F117860 Date: 7/01/2015 Detailed Product Description : Manufacturer: T.M. WINDOWS, LLC. Manufacturer Address: 601 N.W. 12'" AVENUE — POMPANO BEACH, FL. 33069 Model Name: SERIES 230 ALUMINUM OUTSWING DOOR W/ SIDELITES Maximum Frame Width: 37 1/2" (X) J 71 1/2" (XX) Maximum Frame Height: 96" Maximum Load: +60 PSF, -69.7 PSF (Non -Impact) Installation Drawings # W15-33 This product complies with the HighVelocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load.•••'•. • . 4100• Comparative analysis used ■ X Yes No ••' • • • •4141• • •••• . Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS-01AT.AS-Z02)• • •••• • TEST" OESCRAPT10N 1... LO TEST CATION. TEST REPORT ,DATE.. TEST REPO RT tt •, •••••• , . •' .'1 ,�"1kt:y Sea ad- • ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory 8/04/2010 FTL-6265 'e • '• Jorge A.C'auto, P.E. • • • • ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory 8/04/2010 • FTL-6265 , •�•• • Jorge iEsd;o, P.E. � • ��� •• • • ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing laboratory 8/04/2010 FTL-6265 Jorge A. Causo, P.E. AAMA 1304 Forced Entry Fenestration Testing Laboratory 8/04/2010 FTL-6265 Jorge A. Causo, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer:�¢ti Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 o 4,sif,��� ? r'`No 70s"' ', - :9'• ST r Yn- '• 1-t/ " ''SS/dNAt-S'N N•• Dais & Time: 07/0:215 14:54• ' i . c/.1-, (9 . \ W g Door 2.30�2',i. F 1235 SW 87`h Avenue I Miami, FL 33174 ( T: 305.264.8100 I F: 305.262.6978 I www.afceng.corn c + n' • •• • • •••• • • •••• • • • • •