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WS-18-3113Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-18.3113 Permit IVR Number: 100356 (.) a Permit Type: Windows/Strutters Work Classification: Door Replacement Permit Status: Approved Issue Date:10/15/2018 Parcel Number Expiration: 04/08/2019 520 NE 93RD ST, Miami Shores, FL 33138 1132060141080 Contacts MARCIA SAUNDERS 520 NE 93 ST, MIAMI SHORES, FL 331382844 Owner Description: CHANGE OUT 1 DOOR NO SIZE CHANGE J&G CARPENTRY INC JAMES DAVIS Business: 5613335042 Contractor Valuation: Total Sq Feet: $ 2,284.38 0.00 Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee • Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee $50.00 $1.80 $2.00 $2.00 $0.60 $12.00 $2.75 $60.00 Total: $131.15 Inspection Requests: 305-762-49,19 Payments Total Fees Check # 30578 Check # 30585 Date Paid 10/09/2018 10/15/2018 Amt Paid $131.15 $50.00 $81.15 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ing. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 15, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-.002265-2018 Permit Number: WS-10-18-3113 Scheduled Inspection Date: December 10, 2018 Inspector Naranjo, Ismael Owner. MARCIA J SAUNDERS Address: Project: 520 NE 93RD ST Miami Shores, FL 33138 Contractor, J&G CARPENTRY INC JAMES DAVIS Permit Type: WindowslShutters Inspection Type: Framing Work Classification: Door Replacement Phone Number: Parcel Number: 1132060141080 Phone Number: 5613335042 Building Department Comments CHANGE OUT 1 DOOR NO SIZE CHANGE Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is pact. Comments Inspector Comments Dec -amber 07, 2018 For Inspections please call: 305-762-4949 Page 4 or 31 Ncu AQPS b\G\VC3 BUILDING PERMIT APPLICATION 7 BUILDING n ELECTRIC Miami_ Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED CT 0 9 2018 BY44) -1`P_ FBC20I-1 Master Permit No. (A) r iV' - 3 ' 3 Sub Permit No. ROOFING REVISION n PLUMBING I I MECHANICAL PUBLIC WORKS JOB ADDRESS: 5a0 NE q 3 rcl S+(��+ City: Miami Shores Folio/Parcel#: (I -3aO(. -O/44 —(o2O 1 EXTENSION RENEWAL n CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS County: Miami Dade zip:33 t 3 a Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): (norC.x,G. SC'. Jr cLC S Phone#:30j -4CrS ` (Q 9 j.Jg Address: "J�O & [ 3 rot Sfr Cet City: 0-11 011^i t Skoce.S State: F ( Zip: 33 t 3 2 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: `' Phone#: �> •:a (�y l Address: , y =- C) i ��'1,3 City: ! r '1 1� a Fri: _C (� % State: Qualifier Name: Zip: 3 `a /� j Phone#: / a." ) . tfc0- State Certification or Registration #: ' ( I; r_ ( Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ aa$ 14' 3 8 Square/Linear Footage of Work: Type of Work: 1 I Addition I Alteration New Repair/Replace Description of Work: CPA C✓1�� CLtO(CS) no S't Z CJC"J- n Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ el ' 1(.. (Revised02/24/2014) Bonding Company's Name (if applicable) 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 h commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulati construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOL 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 applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MP RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEN TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN 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 mi. promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the perst whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sr for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, t. inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The for instrum nt was acknowledged before rpe this it ` day of , 20) , by k 42 iiilA `c:t ►'ldeSwho is personall'yknown to me or who has produced rL L 5 �_U-I .6,11 4s identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: Zeep 1Nk,1 oti :?ueiec BARBARA ZEEMAN * r * MY COMMISSION # GG 061186 m, .. v o� EXPIRES: February 15, 2021 rFOF Bonded Thru Budget Notary Services ********************************1k*****yr***** APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this l. 3 day of (,4 - , 20 f tl p, by �� Y►'125 07714.5, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Seal: .pRYP✓6,1 ANGELAYO * MY COMMISSION # FF 951069 ae EXPIRES: April 12.2020 l6o®‘,oQs Bonded Tato Budget Notary SeMces Plans Examiner as Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/#/report/summary FICE OF THE Summary Report Property Information Folio: Property Address: Owner 11-3206-014-1080 ti 520 NE 93 ST Miami Shores, FL 33138-2844 MARCIA J SAUNDERS Mailing Address 1520 NE 93 ST MIAMI SHORES, FL 33138-2844 PA Primary Zone Primary Land Use i 1000 SGL FAMILY - 2101-2300 SQ 10101 RESIDENTIAL - SINGLE :FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units 3/2/0 1 el Actual Area 11,991 Sq.Ft Living Area Adjusted Area 11,991 Sq.Ft 11,877 Sq.Ft Lot Size 19,600 Sq.Ft Year Built 11959 Assessment Information Year Land Value ..................................._2017 $287,807 $287,807 ..._...._...---.__-2016 $240,217 Building Value $130,639 $130,639 $130,639 XF Value $719 $719 $719 Market Value $419,165 $419,165 $371,575 Assessed Value $142,987 $140,047 $137,167 Benefits information Benefit :Type 2018 20171 2016 Save Our Homes :Assessment Cap :Reduction $276,178 $279,1181 $234,408 Homestead Exemption $25,000 $25,0001 $25,000 Second !Exemption Homestead $25,000 $25000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 2 PB 10-37 LOT 6 & E1/2 LOT 7 BLK 57 LOT SIZE 75.000 X 128 OR 13573-1205 0188 1 Generated On : 9/4/2018 Taxable Value Information 20181 2017 2016 County Exemption Value $50,0001 $50,000 $50,000 Taxable Value School Board $92,9871 $90,047 $87,167 .................... Exemption Value $25,0001 $25,000 $25,000 Taxable Value City $117,9871 $115,047 $112,167 Exemption Value $50,000, $50,000 $50,000 Taxable Value Regional $92,9871 $90,047 $87,167 Exemption Value $50,000 i $50,000 $50,000 Taxable Value $92,9871 $90,047 $87,167 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/01/1988 1 $114,500 13573-1205 Sales which are qualified 11/01/1983 $91,000 11977-2695 :Sales which are qualified The Office of the Properly Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govlmfo/disclaimerasp Version: SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE 12055 BISCAYNE BLVD MIAMI, FL 33181 Phone: (305) 981-2959 Salesperson: GXA4719 Reviewer: SBBOAD Name o SAUNDERS MARCIA Phone 1 (305) 495-1909 f- Address 520 NE 93RD ST Phone2 0 J0 Company Name City MIAMI SHORES JobDescrption DOOR INSTAL- FL# 16708.1 State FL Zip 33138 County MIAMIDADE Page 1 of 17 No. H6322-122715 REPRINT 2018-09-05 10:29 NSTALLEF DELIVERY #1 REF #101 STOCK MERCHANDISE TO BE DELIVERED: �f,S REF.# SKU QTY UM DESCRIPTION PI TAX P eA_ EXTENSION R02 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD / A O $7.67 $23.01 R03 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK / $1.69 $45.63 R04 0000-526-849 3.00 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG / D N $5.82 $17.46 R05 1001-753-988 3.00 EA 1X8-12FT PT GC WEATHERSHIELD / A N $11.47 $34.41 S/O - MDSE TO BE DELIVERED: REF # S08 ESTI IVAL DATE: 09/25/2018 P.O. #22544186 REF -# SKU QTY UM - DESCRIPTION PI TAX PRICE EACH EXTENSION S0808 0000-743-573 1.00 EA NA / 31.5X80.5 FIBERGLASS SINGLE DOOR FIBERGLASS SINGLE DOOR UNIT RIGH 41X1 .5X80.5 '0 I G{#1} A N $846.86 $846.86 S0809 0000-743-573 1.00 EA NA / (CONTINUED) / 31.5X80.5 FIB INGLE DOOR UNIT RIGHT OUTSWING(CONTINUED) SQUARE,QAHINGEFINIS & o BRASS,QAFIRSTHINGEPOSITION=67 /16",QASECONDHINGE $ • N=375/8",QATHIRDHINGEPOSITION=6813/ 16",QADOORVI ;• '. K 'la KER- INSTALLED— . L P. ' DARD)LQAJAMBWIDTH=69/16" QA A N $0.00 $0.00 MERCHANDISE TOTAL: $967.37 DELIVERY INFORMATION: DELIVERY D T • LLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE e • F INSTALLATION #I01 AT TIME OF INSTALLATION. *** CONTINUED ON NEXT PAGE '** WILL -CALL MERCHA Will -Cali items UP the store for 7 days only. Check your current order status online at www.homedepotcom/orderstatus FOR WILL CALL MERCHANDISE PICK-UP P€, GEED TO WILL CALL OR SERVICE DESK-AREA (Pro Customer, Poceed To Tle Pia )ask Page 1 of 17 No. H6322-122715 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SAUNDERS INSTALLER, DELIVERY ; 1 (Gonb d) Page 2 of 17 No. H6322-122715 REF #I01 NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION°:#'1 REF#I01 ESTIMATED INSTALL BEGIN DATE: 09/02/2018 ESTIMATED INSTALL END DATE: 09/02/2018 MERCHANDISE TO BE INSTALLED: REF # SKU QTY UM DESCRIPTION R02 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD R03 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK R04 0000-526-849 3.00 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG R05 1001-753-988 3.00 EA 1X8-12FT PT GC WEATHERSHIELD S0808 0000-743-573 1.00 EA SO JW EXT PAINTED FG 28 DAYS OR LESS S0809 0000-743-573 1.00 EA SO JW EXT PAINTED FG 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU DESCRIPTION ' QTY UM TAX PRICE EACH EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 1.00 EA N $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION $ DESCRIPTION QTY UM TAX EXTENSION PRICE EACH 22 UPCHARGE FOR HARDWOOD OR STAIN GRADE MATERIAL OR PREFINISHEDDOOR/ 1.00 EA N $125.00 $125.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36" WIDE X 96" HIGH/ 1.00 EA N $90.00 $90.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 36"X96"/ 1.00 EA N $145.00 $145.00 CUSTOM LABOR SELECTED INCLUDES: OPT ION DESCRIPTION , .., QTY UM TAX PRICE EACH EXTENSION ... 1 BUCK PREPARATION 1.00 PA N $150.00 $150.00 2 IRON DOOR HAUL AWAY 1.00 PA N $115.00 $115.00 3 LEAD TEST 1.00 PA N $55.00 $55.00 **" CONTINUED ON NEXT PAGE Page 2 of 17 No. H6322-122715 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SAUNDERS Page 3 of 17 No. H6322-122715 INSTALLATION #1 (Continued) R REF #I01 4 TRIP CHARGE TO RETURN FOR FINAL 1.00 PA N $75.00 $75.00 INSTALLATIONSITE NAME:' SAUNDERS,MARCIA INSTALL LABOR CHARGE: $1,042.00 ADDRESS: 520 NE 93RD 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 INSTALL TOTAL DUE: $992.00 PHONE: (305) 4951909 ALTERNATE PHONE: (305) 4951909 BASIC INSTALLATION LABOR INCLUDES: * PRE -INSTALLATION JOBSITE INSPECTION AND 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 OF PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR * INSTALL NEW CUSTOMER PROVIDED SINGLE LAYER INTERIOR CASING UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING PLASTER, DRYWALL OR SIDING WORK STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT STUCCO PATCH GREATER THAN 4", PAINT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS SPECIAL NOTES: * IT MAY BE NOISY DURING YOUR INSTALLATION * THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER "'* CONTINUED ON°NE7 P''�"' Page 3 of 17 No. H6322-122715 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SAUNDERS INSTALLATION..#1 ;(Continued) - Page 4 of 17 No. H6322-122715 REF #I01 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 'I INSTALLATION #2 REF # 106 ESTIMATED INSTALL BEGIN DATE: 09/02/2018 ESTIMATED INSTALL END DATE: 10/02/2018 BASIC INSTALLATION LABOR : SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 -442 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION'. 7 PERMIT FEE/ 325.00 EA N $1.00 $325.00 INSTALLATION SIT NAME: SAUNDERS,MARCIA INSTALL LABOR CHARGE: $325.01 ADDRESS: 520 NE 93RD 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 - N INSTALL TOTAL DUE: $325.01 PHONE: (305) 4951909 ALTERNATE PHONE: (305) 4951909 INSTALLER SPECIAL INSTRUCTIONS: FL# 16708.1 INUED.ON NEXT PAGE Page 4 of 17 No. H6322-122715 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SAUNDERS Page 5 of 17 No. H6322-122715 REF #I06 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 SPECIAL NOTES: * CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. END OF INSTALL #2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): A: 90 DAYS DEFAULT POLICY; 'The Home Depot reserves the right to limit / deny retums. Please see the retum policy sign in stores for details.' ORDER TOTAL SALES TAX $2 284.38 $0.00 TOTAL REFUND OWED $2,284.38 $59.29 END OF ORDER No. H6322-22715 Page 5 of 17 No. H6322-122715 Customer Copy ,./\I._j 63 APPR0'); ZONVNG BLDG D[P U Viil�tdr_; 1 R PLACE DOORS IN 1 OPENING ONLY. DATE 31113,11 C r TO COMPLIANCE WITH ALL FEDERAL I A If AND COUNTY BALES AND REGULATIONS N W DOORS TO BE IMPACT RESISTANT- H RRICANE SHUTTERS NOT REQUIRED. CEIVED' OCfl09 2018 ,(¢ • • • • • .• .. • •••. • • • .••• • •• • • • • • • • •••. . • ••• • .••. •••. • • •• •• • •• • • • •••• • • • • • • • • • • • .• • • • • • •• • • •. • • • • • • OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 72 80 40.00 4 36.4 -39.8 FL16708.1 65.0 I -65.0 UTILITY / LAUNDRY ROOM - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30% OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING. EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT < 11 FT 6 IN SAUNDERS RESIDENCE 520 N.E. 93RD STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 01/09/2018 - 12:09pm inteml V:\Projects\Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Chartsl_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONE4PRESSURES Mean 1 Roof DESIGN PRESSURES (PSF) - Z E 4 Tributary Area H ' ht 10 20 30 740 it 5,_ -43.4 -41.6 -40.ci -39. 0 -15 ft +40.1 +38.2 +37. +36. 3 18 ft -45.1 -43.3 -42.2 - *--40., +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 +46.3 +44.3 +43.0 +42.2 +41.5 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 +47.9 +45.7 +44.5 +43.6 +42.9 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 -52.5 -51.1 -50.2 -49.5 +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -56.0 -53.7 -52.3 -51.3 -50.6 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 60 ft -58.2 -55.8 -54.3 -53.3_: --�52.6_ +53.6 +51.2 +49.8 +48, ir EXTERIOR ZONES PRESSURES Mean f ht t DESIGN PRESSURES (PSF) - ZO E 5 C 10 Tributary Area (Sq Ft) 3 50 20 30 40 -53.6 -50.0 -47.9 -46.4 -45.2 ft+40.1 +38.2 +37.2 +36.4 +35.9 " -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -57.0 -53.1 -50.9 -49.3 -48.1 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -59.7 -55.7 -53.3 -51.7 -50.4 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -62.1 -57.9 -55.4 -53.7 ;52.4,� +46.3 +44.3 +43.0 :+42,2 1.5 35 ft -64.1 -59.8 -57.3 - 5 ' ,-.4t1 , +47.9 +45.7 +44.5 +3 714279 40 ft -65.9 -61.5 -58.9 I -57. ` ` 5t.6 +49.2 +47.0 +45.744. .1' 45 ft -67.6 -63.0 -60.4 -58.5 _ -57. r'' +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -69.1 -64.4 -61.7 -59.8 -58.3 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47.9 +47.1 �;60 -71.8 -67.0 -64.1 -62.1 -60.6 ft +53.6 +51.2 +49.8 +48.8 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: XIDENTIFY THE ZONE OF THE OPENING ,,/A IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE 1URE BELOW LEFT OR INFOR - ON PKOVIDED. H.BY OTHERS. 0 THE MORE CRITICAL (EXTERIOR) ZONE I 1.5. ANY QUESTIONABLE`OP - TO / \2./IDENTIFY THE BUILDING M I VE F IGHT FROM THE LOWEST GROUND ELEVATION. IF 7HE MEAN ROOF HEIGHT CANNOT FI D, 7H�EgPEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP R F HEI6 TO N LE VALUE. g2. VALID FOR ALL ROOF eeES-FOR SLOPES EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARYAREATHE OPE IN•STION AS THE GREATER OF (HEIGHT * TH) OR THE SPAN LENGTH (HEIGHTT' At�'EFiyYIEGfIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTURAACOPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER 4QTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ENERAL NOTES: f.TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 VSECTION 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 VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. "2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. % : TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY1.HIS F THE USE F TNOT TABLES IS�OFF PHER CERTIFICATION. REFER TO ANY SEPARATELY 10. THIS SPECIFICATION DOES NOT-,,OQFFER A PROD PRO SUBMITTED TEST CRITERIA AND OTHER70?PROV LS FOR-DESIGNJ STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BEVE E -ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO ECI10 ANCES. 12. NO CERTIFICATION IS OFFERED, FOX EGR F HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HER V ODITI 'N F ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 1 INTERIOR ZONE*, EXTERIOR ZON GHT EXPLAINED a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M AN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0 to r z 1 (A MEAN 2 ROOF HEIGHT ELEVATION bii7-LiSd W-00 REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FRC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS. ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PEAK ROOF HEIGHT MEAN ROOF HEIGHT LEAST HORIZONTAL DIMENSION 5 • PLAN VVIIEi/I� COMPLEX ISOMETRIC CORNTS • • in • • • •• • • • • • C cn m U7 Z V1O m ;9, mD�rtmm1 C1FjAm'-'mG1 rnm�D tnnma 7m0 02..i 'r'�DZi�F�tDmr 7o 2026OPZmrnv.m c1 �.CP Zmmm DD • IC"T: Vt m OAZG1rH •• • • iI 01. m O ff c D Gt m 'oii O m". rim • iyNo-1 ilp'�NcUT pc-.,v0-nr-0 mrn 'nmAi 2- 0 Lnnm=, v Xi-•••t7N 6TH EDITION FLOMDA•B KIDING•QCN Z017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR C014?POIENT9&C14D4}ING• MASTER PLAN SHEET: _ • • • • •• •• • • • •• •• ASCE'7=10 ' "'• • .- L115 m xz 0 m -1 �I O > Qr"0 CZ m m Z Z -vJS )2 1`d1IJla ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM 1 v BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval r1 nu > Product or Appli .gin Search. > Application List > Application Detail IFL # Application Type Code Version Application Status Comments Archived FL16708-R8 Revision 2017 Approved El Product Manufacturer JELD-WEN Address/Phone/Email • • 3737 Lakeport Blvd • • • Klamath Falls, OR 97601 • • • • (800) 535-3936 •• • •••••• •• fbcl@jeld-wen.com • Authorized Signature Jason Kantola fbcl@jeld-wen.com • • • • • • • .••• • • • • • • •••. ..•• • •• • • • • • •• •• •••• Technical Representative JELD-WEN Corporate Customer Service•• • •• • • • • Address/Phone/Email 3737 Lakeport Blvd. • • • • Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Klamath Falls, OR 97601 • • • • • (800) 535-3936 • • • •• • •• • • • customerserviceagents@jeld-wen.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 Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden El Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # € Model, Number or Name 116708.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Method 1 Option D 10/02/2017 12/12/2017 12/18/2017 02/13/2018 A Design Pro / Smooth Pro / Studio Fiberglass v vcsyn PIJ I JIIIVVIII riv I Fiberglass Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 16708.3 j C Design Pro / Smooth Pro / Studio Fiberglass Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 16708.4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 1 D Design Pro / Smooth Pro Fiberglass 116708.5 Limits of Use t Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: E Design Pro / Smooth Pro / Studio Fiberglass Description Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Installation Instructions FL16708 R8 II A010271f .OPQ 2017-02-0941,ddf :• Verified By: Hermes F. I118rer5, P.E. 1?778' • • • Created by IndependenP WIi.d Party: ¥es• • Evaluation Reports • • • • FL16708 R8 AE PER4(.3.1„ SS 2017.4I.4- 17. odf Created by Independent {:il-Q Party!si2s. • • • • • • • _. ............. ...... r•-• •-•r• ........ • .._••... . _....._....._r• • • •_... J,,,ylL. (,.) 1IIIFILJ,L „A-4Y „.rr, 3 8 „ Mew, 1 e e 4... ( Inswing and Outswing • ••.... • • Installation Instructions • • • • FL16708 R8 II A010$72A Y, GLZ SS•2d1U'08-26.pdf Verified By: Hermes F!•NQirQ, P.E. 7�78• Created by Independent Third Party,Yei • Evaluation Reports • FL16708 R8 AE PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes • • Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Installation Instructions FL16708 R8 II A010873A XX OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing ..............--- Installation Instructions FL16708 R8 II AO 0874A XX, GLZ SS 2016-08-26 pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4440.1 SS 2017-11-17.odf Created by Independent Third Party: Yes Single with sidelite(s) (X,0/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Installation Instructions FL16708 R8 II A010875A OXO, OX OPO SS 2017-02-09 pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4665.1 SS 2017-11-:i7.odf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 16708.8 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes j Design Pressure: N/A Other: H Design Pro / Smooth Pro Fiberglass 16708.6 F Design Pro / Smooth Pro Fiberglass Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 16708.7 I G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O XX/ 0 XX,O) Impact Opaque I Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Installation Instructions FL16708 R8 II A010877A OXXO, OXX OPQ SS 2017-02- 09.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PFR4666,1 SS 2017-11-17.odf Created by Independent Third Party: Yes Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Installation Instructions FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4442,1 SS 2017-11-17.pdf i Created by Independent Third Party: Yes Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Installation Instructions • • FL16708 R8 II A010178A OXXO C.XX GLZ SS 20i.4n•C:3►• 26.pdf •••• • • •••• •• Verified By: Hermes Farips-Q, P.E. lj�7$• • Created by Independent Third Party: Yes, Evaluation Reports FL16708 R8 AE PER4,4'4!4•P 2014/'ff-%.pdf • Created by Independent Yhitd Party: Ye4 • :r • • • • • •-•—. • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • Contact Ug :: 7601 Blair Stone Road. Tallahassee FI 373-94 Phone;_850-4 1182 •• • • • • • •• • The State of Florida is an AA/EEO employer. Convright 2007-7013 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: ecbecr Credit Card Safe urityMIETRIcs° BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 April 27, 2015 TO: FROM: Whom It May Concern 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir (Madam), • • • • • • • • . •• • •••• • • • • •.•• To the best of my knowledge, the above -mentioned product conforms to/tie current.. edition of the Florida Building Code. • • • • •••• • • • • • •• • • • • • ••• •• •••• Please note that I do not have, nor will I acquire, a financial interest in anyfompany . manufacturing or distributing the product(s) for which the reports are Lteing • •• • • . I also do not have, nor will I acquire, any financial interest with the Laboratory thaf ••'•' performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, ```��1f111111j1,' �1‘ DES F. p ,,�. N • * i * = ▪ -3 . i G` �` ;%N• ..**4:- ..„ ''�� ,S�ONA� ti/H 111111%0 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.27 20:14:19 -04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 • • BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 August 24, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls, OR 97601 398 E. Dania Beach. Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com • This document shall serve to state that Jeld-Wen products tested in accordance with ASTM:E84-10.5 as Or the 5th Edition:• Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Coae. •""• '• • The testing on the products complies with the requirements specified within the ASTM E84-lisstandardit equire I'I ?': the 6th Edition Florida Building Code. This standard is listed under Chapter 35 of the current Fla-ida Builcling€ode and:• titled "Standard Test Method for Surface Burning Characteristics of Building Materials". , • • •,••, ••• .• •••• • ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84:05'Atl test results exceed requirements of the 6th Edition Florida Building Code. • • Respectfully submitted, `„'t fl i i l it iiii �Q- *i * T T _-o. /, '9/4NAL �• ‘‘s� Digitally signed by Hermes F. Norero, P.E. '//ii'' 1 1 `0%0 Reason: I am approving this document Date: 2017.08.31 09:51:27 -04'00' Hermes Norero, P.E. Florida Registered Professional Engineer #73778 • . . .. . .. . . . . . Certification of independence: Please note that I do not have nor will 1 acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1 of 1 jwiNDowS & DOORS ELD WEN. DESIGN PRO / SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (F8C), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS203.94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT 15 >_ 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS ____37 1/2" MAX. O.A. WIDTH Oki 4 HINGE LOCATION <vvvvvvv TYP. ELEVATION 2 8'-O" DOOR NE.10 NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • CONFIGURATIOI! • • • :• • MAX " LIRA • • NONyP{jLL SIZ • • DE 9IGN�RE55►1RE (PSF) • • • MISSILE IMPACT RATING • • WIDTI?• • • • AEI61I • IN }IHS'i Q eUTSWING •• POS. it EG. 00S. NEG. X 3'-OR 6'-8' 65' 65 -. 65' 65 LMI & SMI 50 P..... .... B ' r • • • • P • 50' 'SEE GENERAL NOT! 6, SHEEN 1, lOR VATEPINFILTRATIONOPPROVED SILLS. • • • • • • • • • PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD. S1E. 91B DANIA BF AC,1, fL81QW PH19561199.8478 4% 195411446718 W FB Fwww bund,n2drop,. corn O ES N w '1 Z F- , O o v�—iz j w J ° 0 Do xc oa w Le) O 1- Z Z w .1 H W 'el, <0 0 -- > Z Z Q —I w - J W D V F. Lrl >- ill w 5 di a R. BY DATE GL /23/14 TEYS 6000MENF IS THE PROPERTY OF BU,OW 09091.INC Ago.. NOT BE REPADWCFO IN WHotE oR PART WITHOUT N CONSENT OF So. No IMOPS.,NC. REMARKS Add ADA 411. Multi -Point Lock ALrFRAr,ONs. ADanOrls. «�eNucNBINc, DR or,rcR MRR[I NS pDCUM[Hr NRf NOTPERMFBEOANO )igitally signed by Hermes F. Norero, P.E. season: I am approving this document )ate: 2017.02.09 15:24:09-05'00' DATE: 02.05.14 DWG. Y: GL TJM CHK. Y: SS MSS SCALE: NTS DWG. It: A010871A SHEET: OF8 1 • •• •• • • • •• •• 000 • • • 000 • • INSTALLATION NOILS: 1. ONE (1) INSTAI IATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHAI L BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI, D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT 6'8" DOORS B'0" DOORS MIN. EDGE DISTANCE MAX. O.C. SPACING AT JAMBS MAX. O.C. PACING AT JAMBS WOOD SCREW 410 Z%WOOD BUCK OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1.1/4"-CMU ]" 17d/2" 17-1/4" ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" DETAIL B2`_ TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION 2- #9 X 2 1/2" PFH PFH SCREWS 1- BOTTOM 51-100T BOLT PLATE HOPPE #2098911 SILL SECTION VIEW INSWING SHOWN OUTSW WG SWAMI SEE DETAILS! 2- P9 X 2 1/2" PFH SCREWS DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) HEAD SECTION VIEW INSWING SHOWN OUTSWING SIMILAR SEE DETAIL 02 SEE ANCHOR TA 37 1/2" MAX. O.A. WIDTH 3" TYP. A2 A2 TTYP. ANCHOR LAYOUT EV 68V DOOR HEIGHT SEE ANCHOR NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. • •• • • • • • • • • •• • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PREPARED BY: 44, BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE, 338 DANIA BEACH, FL 33004 PH: (9541399 RAM FAX: 19541744 A138 WEB vow* b,44:n8drops <cm LAJ 9- TYPICAL ANCHOR LAYOUTS AND NOTES REMARKS BY DATE Add ADA sill, MDItl.Point Lock GL 06/23/14 Hls DOCUMENT IS THE PROPERTY OF BUI.D:NG OROBS, NC AND SHALL NOT St REPRODucto Ix wHOIE OA PART CONSENT OF WRONG DROPS, NC. AITERAMNS, ADDITIONS, HIEAII,GHnNG.OR OTHER MARKINGS TO THIS DOCOMENT ME NOT PERM,rtED AND EBPL cERT. OF AUTHORIUTIoN NO LaS18 DATE: 02.05.14 DWG. Y: GL JM CSS HK- Y: MSS SCALE: NTS DWG. 8: A010871A SHEET: 2 OF 8 4 1/2" TYP, 4 1/2" TYP. 1 1/2" OFFSET' YF.~ �TYP. ANCHOR LAYOUT 3 ONAEIX DOOM COXEAESF/MASONAV 1 1/4" MIN. EMBED TYP. SEE TABLE 2% W000 BUCK SEE TABLE BELOW 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE 02X WOOD BUCK INSTALL. O2X WOOD BUCK INSTALL. 3 CROSS SECOON 3 SIDE NEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. SL23D SL130, LEFT SL130, RIGHT SL230, 8'0" SL220, LEFT SL220, RIGHT SL300, LEFT SL300, RIGHT QUALIFIED SKIN PATTERNS .250±.010 092+A 10 .030f.010 OTYP. GROOVE DIMENSIONS 3 SL130, 8'0" SL600 2X BUCK ANCHOR TABLE ANCHOR TYPE A 52E0• • • • • • • • SUBSTRATE • • : • • •CONCRETE/CMU • BEEIN E i"' �� • - • • • EDG(�E � QST.Jd • • SI�STYA• : • • • MIN. CENTER TO CENTER DISTANCE 6'B" DOORS B'D' DOORS SPAMCING AT JAMBS SPACING AT JAMBS ITW TAPCON 1/4" • • 1-1/4' •up2-1/22"• 4•' 25" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 13/8' - 1-1/4" CONC.CMU 1" 4'• 25" 30-1/4" • • • • • • • • • • • •• • •• • • • • • • • • • • •• •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • _ • ••• • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARLD 0Y n.4 BUILDING DROPS, INC. 398 E. DANIA BEACH BIvO.. SIE. 33B DANIA BEACH, GI. 33004 PH: 19541399.9a19 FAX 19543244 4239 WEB. AN*. Du 0,lM'eos corn Q f• cc O ] C 0. O U Q O a m w O Q x 0 Nl7 O Q c* Z a_ 00 ko a 0 0 Q ME REMARKS BY I DA Add ADA sill, Multi -Point Lock GI Add Qualified in Pattern E5 12/2 MENY is THE PROPERTY 0, Sul DNCDROI AND SW. Nor RF FPRODOCED wHOLE OR Pe uegNG g10Ps, roXS nODDIDNSNHIGXWNT nG.OA BTr MARRINDS TD THLI3DDcuMFNTARE ND PER FE �N`,`�i�v"ogk'pF1i��i N• F. O /.0 it %Tf1T : C . 0a'(1:9�dR1UP: �<u Sae 3�'Ip�paJraFIPC�4Yqb� DAtiDi9E✓tMM19IDB.Niu MK CERT OF ALIT HDROATEON NO. 29521 DATE: 02.05.14 DWG. Y: GL%TJM CHK. Y: SS MS SCALE: NTS DWG.5: A010871A SHEET: OF 8 0 OUTSWING SHOWN - INSWING SIMILAR I INTERIOR ICI EXTERIOR OPERABLE HEAD INTERIOR EXTERIOR o 4, O OPERABLE ADA SILL INSWING/OUTSWING ENDURA HCI5000 EXTERIOR t t o OPERABLE SILL OUTSWING OPTIONAL AFCO A-117 EXTERIOR INTERIOR OPERABLE SILL INSWING ENDURA 2AIL4565F 1111 EXTERIOR 0 p INTERIOR OPERABLE SILL INSWING AFCO A-276/P-2000 CD INTERIOR EXTERIOR OPERABLE SILL OUTSWING AFCO J-2297 INTERIOR 1111 EXTERIOR allillei Ft1 OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 •• • • • • • . • • •• • • • • • • • • • •• • • • •• • • • •• • .•• •• • • •.. •• • . •• • •• • • OPERABLE SILL • ••• • • .. .. .... .. OUTSWING • • • • • • OPTIONAL ENDURA 20BL4565F • • • . •• •• ••••••• ••• • . • • • • • • • • • PREPARED BY://\\\ BUILDING DROPS, INC. 398 E. DANIA BEACN BLVD., 51E. 35A DAN, BEACH, EL 3300.1 PH: 195A1393 gA 78 FAX 19541744 A 73R w. N WEB wwIIidingO,00+ corn VERTICAL ASSEMBLIES 3- H WY F--i W: F"7 REMARKS BY DATE Add ADA MI. Multi -Point Lock GL 06/23/14 TNIf DOCUMENT MIRE PROPERTY Ot &ADING O4OP3 INC AND sf4ALL Nor BE REPRODUCED IN wHotE oR PANT wrENOui LNEN CO. Al Of Du4NG DROPS. INC. AliERAIpni ADDITIONS, NIONUG.NG, OR 01NER MARKINGSNI ARE NGI PERMI RED AND 1 ```ZLgIFl1i111,"i F.O.. *. v . S`T•T O ots 3Rg!a�MtEt�i��i�> EBVE CENT DE AUTNOMZAnON NO. 29SNR DATE: 02.05.14 GL/TJM CSS2MHK. Y: SS SCALE: NTS DWG. N: A010871A SHEET: 4 OF 8 • .• •• • . . •. •• .•.. . • • • • • • . 1' 0 OUTSWING SHOWN - INSWING SIMILAR LOCK JAMB 8 - #9 X 2 1/2" PFH W/ STRIKE HARDWARE 4- MPL STRIKE PLATES 9-#9 X 13/4"PFH W/ HARDWARE (6'-8" & 8'-0" UNITS) EXTERIOR INTERIOR HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 8' 0" 4 HINGE DETAIL AT JAMB: PLACE #9X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP 5\\\\\5\\l, JiI h, '"`"\\\11 iM 16I 1- N9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW 3- #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS 4- #9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS HINGE JAMB OUTSWING SHOWN - INSWING SIMILAR 3 - 1$8 X 2" PFH W/ STRIKE HARDWARE 1- MPL STRIKE PLATE 13 - #8 X 1 3/8" PFH (6'-8" UNITS) 15 - #8 X 1 3/8" PFH (8'-0" UNITS) COMES W/ HARDWARE EXTERIOR INTERIOR 0 • • 4 - #8 X 1 3/8" PFH 1 - REINFORCEMENT PLATE HOPPE #2512296 •• • • • • • • • • • • •• • • • •• • • •• •• • • 0 5 ROCKWELL MULTI -POINT LOCK JAMB (:), HOPPE MULTI -POINT LOCK JAMB 6 HOPPE MULTI -POINT LOCK OUTSWING SHOWN - INSWING SIMILAR OUTSWING SHOWN - INSWING SIMILAR • • • • • • • • • • TOP .6NJFORCBMENT PLATE - ACTIVE PANEL ONLY • • • •• • • • • • • • • • • •• • • • • • • •• •••• ••••••• • • • •• • • • • •• •• • • • • • • • PRLPARO) BY: ///\ BUILDING DROPS, INC. 398 E. DANIA SUCH 01w, 51E. 3)11 DANIA BEACH, Ft 3)004 H: 19541399 41110 RN 195117344918 WEB ANA+DUlldngdFoos Corn 0 0 0o 40 O aG 3,1 OTL 0C 2 3.7 O 1111 HORIZONTAL ASSEMBLIES REMARKS BY DATE Add ADA d11. Multi -Point Lock GL 06/23/14 MIS DOCUMENT IS THE PROPERTY OF BD Ding DROPS, INC AND Din, NOT BE RIPROouall IN wH WF OR PAID WITHOUT WINTILN [ONSFNT OF BUILDING DROPS, PK. ALTERATIONS, AODIDONS. MGM., tit, OHO,. MARNINGsI N15D0vM�TMr9 Pr� ilTED AND ," `‘.` �ES F. * v . AT, cr .,5iiitncG1't�iRr.Gr'..%�`` 39B yq7 61�INMhUaTYs�°3e F EDF CERT OF AUTNOROATrON NO. 29571 DATE: 02.05.14 G L/TJ M SS2MSS SCALE: NTS DWG. #: A010871A SHEET: OF 8 5 • •• •• • • • •• •• 000 • • • 0410 • • i ;w MIN. EDGE DIST. SEE TABLE SHEET 2 2X WOOD BUCK WOOD ANCHOR SEE TABLE ON SHEET 7 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR SILICONE 2X WOOD BUCK OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 2X WOOD BUCK OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO A-117 p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. of 2X WOOD BUCK 0.25" MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 WOOD ANCHOR SEE TABLE ON SHEET 2 JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL 2X WOOD BUCK OPERABLE SILL 2X WOOD BUCK INSWING- NO ANCHOR REQUIRED AFCO A-276/P-2000 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4S6SF SILICONE 2X WOOD BUCK OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO H-497 SILI`�JE • • • • • • • • • • • • • • • • • •• A: WOODtCCK • • •• • • •• ••• •• OPERABLE SILL • • • •: • • OUTSWING - NO ANCHOR REQUIRED • • : •1fT 1 L W' G4 U • W 1 G - rB ANCHOR REQUIRED ENDURA 20814565E • • • • • • • • RNDYRA H815900 • • 2% WOOD BUCK i� •OPER IW1 RDA SILL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PREPARED BY: BUILDING DROPS, INC. 19R E. DANIA BEACH BIVD., STE. 338 DANIA REACH, Ft MOOD H (9541399 Ra1R FAX MARTI . WEB urvw I N VElmsdr:pF.Oran WOOD SUBSTRATES -5 REMARKS BY DATE Add ADA sill. Multi -Point Lock GL 06/23/14 iw5 DOCUMENT IS 1HE RRUAERTT Di 3Dr PING MRUPS.ING. AND SAAR NOT BE REAIOOUCED IN WNOIE CA RAR7 WitHOuT 175 N CONSENT OF LIGID NG PRODS, INC. ALTERATIONS, AD&TgNS, wGHIWNIING. ROTXER MARKINGSDOCUMENT ARE NOT PERMITTED AND TN` `��WIIFI%IT }�.i ‘N* Cr�S.A..F. Jo A. TAB F 558E krGtd11X0;gA°" DATE: 02.05.14 DWG. Y: G LJTJ M CHK. BY: SS/MSS SCALE: NTS DWG.5: A010871A SHEET: OF 8 6 • • • •••• • • • •• •• • • • • • • • • • • • A/ MIN. EDGE DIST. SEE TABLE SHEET 2 0 OUTSWING SHOWN - INSWING SIMILAR E> CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK (OPTIONAL) i1X WOOD BUCK (OPTIONAL) II —I I 0.25" MAX. SHIM CONCRETE/MASONRY BY OTHERS MN. EMBED. SEE TABLE SHEET 2 CONCRETE ANCHOR SEE TABLE DN SHEET 2 JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR SILICONE CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO A-117 ID OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB A5 LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. OPERABLE SILL INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED ENDURA 208L4565F CONC MASONRYRETE/ BY OTHERS OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F CONCR TE/ MASO1iY BY OTH RS CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO H-497 •• • • • • • • • • • • • • CONCRETE/ • • • ` • CONCRETE/ MASONRY •• • MASONRY BY OTHERS • • • • • • • • BY OTHERS SILICONE • 4 • •4 •• •O • • • ♦ 4 OPERABLE SILL • •• l`TiWIN INSWING-rNOA C 2RREQUIRED • • • • •lOIDURA F(CTSQOOIiqp • • • • • • • •• • • • • . •• • • • • • • • • • •♦ • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PREPARED BY: BUILDING DROPS, INC, 198 E. DANIA BEACH BLVU., STE..11B DANIA BEACH, fl 0004 MI 19541399 P478 FAIL (954A44473B WEB urm.v Du4dingdrop,.<Dm CONCRETE SUBSTRATES 7- H FBI" REMARKS BY DATE Add ADA Sill, MuRi-Point Lack GL .6/23/14 THIS DOCUMENT IS THE PROPERTY Oreul Cwc DREHS. INC AND SHAG NOT BE REPRODUCED IN MICK ORPARI W ITCOt WRITTEN CONSENT OF BUILDWG GROHS.INC. AL ITERATIONS. AWIIIONS, NIGNSIGH NG. OR DINER MARKINGS TO MG DOCUMENT ARE NO PERMITTED AND ` ‘‘. gl•f••ij i ` ��•NCr6S c No ',,: -13 ' cr "• 4011glite 4587 "1lrtbii' ` EBBE CERI OF MEMORIZATION NO. 29513 DATE: 02.05.14 DWG. Y: GL JM CSS HK. Y: MSS SCALE: NTS DWG. #. A010871A SHEET: OF8 7 • •• •• • • • •• •• • • • • • • • • • • • BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE 50LI0 PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO J-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD - 7 AFC() H-497 THRESHOLD - 8 AFCO A-117 THRESHOLD - 9 ENDURA 20BL4565F THRESHOLD - 10 ENDURA HCIS000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) 14 (NOT USED) - 15 #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 732287686-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH P73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HL59000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH N8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH P8783923 STEEL O FRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT 4.563" IAFC() H-497 THRESHOLD 4.62" ENDURA ZAIL4565F THRESHOLD ( UI • I,��•�^moots,, .i-. 4.56" OAFCO J-2297 THRESHOLD 20 ROCKWELL MULT-POINT LOCK O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F THRESHOLD rrV4 4.58" ; 0 0 II O O a mo ai WI NA HANDLE HEIGHT 0 O 0.63" HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE 02098911 45 L � . —I 1.65" I— I 000 6 AFCO A-276/P-2000 J(ES E • • • • ZZ • • ••• •• • 1D :EN(11RA HQ4000}1D4\ THRESHOLD • (• • • •••• • • 6 • • • • • 51110"••• • • • • • • • ••• • • 36.00 [6' 8 & 8 -0 [ HANDLE HEIGHT H1� O O Qo 0 HEAD SHOOT BOLT PLATE (LH) 1.75" ••• BEAD SHOOT BOLT PLATE (RH) • • • • • • • -• • • • • • 7 • •• •• • • • •• •• ••• • • • ••• • • 1.75" 00 L PREPARED BY:: //.;\\ BUILDING DROPS, INC. SM. L. UANIA BEACH BL'VD . STE. 33R DANIA BEACH. FL 53001 I95AH99.847e FAN, (95J1)A.I.I/SR WEB'www bIkk B3,ODAIRRT 5- F COMPONENTS AND BILL OF MATERIALS z, REMARKS BY DATE Add ADA sill. Multi -Point GL /23/14 MIS DsCDUtur KTNE MOPE RID 05 BUS BIN DROPS. INC AND SHALL NOT BE REPRODUCED IN wHOLE OR PAM N CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS. KBASIOHTMG. DR DMBR MARNIN Q.E�EDOCUMENT ARE NOT PERMITTED AHD INMNI eiltirficATLON *�'N 741- *'� -0 TAT 51 • ccr 710,E".9(c�R(pP; ii4 DANI 9F •0.fLM FBVE CERT. OF AUINORQATION NO. ]95)R Lock DATE: 02.05.14 DWG. Y: GL JM CHK. Y: SS MSS SCALE: NTS DWG. #: A010871A SHEET: OF 8 8 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com valuation Report of JELD-WEN, inc. Design Pro / Smooth Pro / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HMV for Florida Product Approval eort No. 66 .1 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 0 . .... • .. . . • . . .. .. . • . .... .... . .... • • • .... •.. . .. .... • . • • . • • . .. • • .. .. • 1— D (Engineering Evaluation) Exterior Doors Swinging Exterior Door Assemblies . • Design Pro / Smooth Pro / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone Fiberglass 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Prepared For: -\ivE ` inc. I..akeport Blvd, .v Icts:.math l;alls, OR. 97601 Prepared by: Florida Professional Engineer # 73778 Date: 11/15/2017 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.11.17 10:34:29 -05'00' ```1,�11111114 O #i• • O rY = • %�OT•'q�OIR'�DP•'' ,.: 'i',/`S/ONAuE`-'•%% Hermes! '�F4cPero, P.E. Florida No. 73778 . BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Date: 11/15/2017 Report No: 4663.1 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro / Smooth Pro / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Scope: Limits of Use: • • • • • •• • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • •• • • ••• ••• • • • • • This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FLs# 7.3t8) fos JELD-WENias..:. based on Method 1d of the Florida Department of Business and Profe$one egulation - Florida • Building Commission. •• • ••• • • • • ••• • Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A010871, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Date: 11/15/2017 Report No: 4663.1 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3916-02 w/ addendum 06/10/14 . NCTL-210-3930-01 02/24/1A• ; NCTL-210-3930-02 03/10/4A.. • • NCTL-210-3925-03 02/07/1 • • • TAS Report Engineer of Record: Gerard J. Ferraa,V.t. ...•' • • • • 0000 •• . .•.. . Report# Report.Q9te:• ••• • SJW2013-194 w/ addendum 06/10/.1A•.••• • ••' • SJW2013-131-TAS 07/02%3 • SJW2013-206-TAS 11/134.3.'. • •• • • • . . TAS Report Engineer of Record: Kevin P. Tyra, P• • .• Report # Report Date: SJW2013-246 12/17/13 SJ W 2013-231 12/03/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJ W 2013-253 12/23/13 SJ W 2014-032 04/22/14 SJ W 2014-073 06/26/14 SJ W 2014-077 06/27/14 SJ W 2014-072 06/27/14 SJ W 2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Date: 11/15/2017 Report No: 4663.1 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635, ASTM D638, ASTM D1929, ASTM D2843, ASTM G155 Report#: ESP010982P Report Date: 02/26/13 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use:#19"Nood screw type • installation anchors of sufficient length to achieve a minimgrr•gpedmtp$•qf'1.50" jptq;. • B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to A▪ 5'f 1 C• 90) s PM -fate wig*". one by (1X), non-structural, wood bucking is employed, use 3•,�16: d•iameter1TW Tapcon or 'A" Elco Ultracon type concrete screw anchors of sufficien J�ggth to achieve minimuUA embedment of 1.25" into concrete or masonry. •• • • • • • • ▪ • • • • • C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to WIM'C90) su$sttate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010871) for anchor spacing and more details of the installation requirements. Design Pressure: CONFIGURATION MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING WIDTH HEIGHT INSWING OUTSW(NG POS. NEG. POS, NEG. X 3'-0" 6'-8" 165• 65 J 65* 65 LMI & SMI X 3`-0" 8'-O' 50" SO 50* 50 L VII & SMI Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 •