Loading...
WS-17-2557 Permit NO. SVS-1 0-17-2557 yhoRfs yam` Miami Shores Village Permit Type:WindoWsr$hutterS 10050 N.E.2nd Avenue NE 'Pen n o work Classification:Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 ��CORIDp' Issue Date: 1IM2017 Expiration: 05/06/2018 Project Address Parcel Number Applicant 375 NE 94 Street 1132060136120 Miami Shores, FL 33138- Block: Lot: JAMES WILLIAMS Owner Information Address Phone Cell JAMES WILLIAMS 89 NE 102 ST MIAMI SHORES FL 33138-2322 Contractor(s) Phone Cell Phone Valuation: $ 2,326.72 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE DOOR 1 NO SIZE CHANGE Available Inspections: No of Openings: 1 Inspection Type: Additional Info:CHANGE DOOR 1 NO SIZE CHANGE Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1,g0 DBPR Fee Invoice# WS-10-17-65472 $2.00 10/26/2017 Check#:26761 $50.00 $77.80 DCA Fee $2.00 Education Surcharge $0.60 11/07/2017 Check#:26773 $77.80 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 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 ELECTRICA ,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio zoni th or ,I authorize the above-named contractor to do the work stated. November 07, 2017 Auth ' ed Signature:Owner / Applicant / Contractor / Agent Date Buil ' g Department Copy November 07,2017 1 t Miami Shores Village Building Department RtCEIVED 10050 N.E.2nd Avenue, Miami Shores;Florida 33138 OCT 2 Q 1U17 ? ► /ln �J� Tel:(305)795-2204 Fax:(305)756-8972 n( j� INSPECTION LINE PHONE NUMBER:(305)762-4949 S �,L�( y ( FBC 201ci BUILDING Master Permit No. WS ( "9 — ZS15:9' PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: u City: Miami Shores County: Miami Dade zip:331 3 2 Folio/Parcel#: l/-3 aa&-o 13 , C 1 a o Is the Building Historically Designated:Yes NO Occupancy Type: Load: cc Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): JCy��S W , �( �CrnS Phone#:(q6(-f-q0 a--59 7 Address:3 75 N E g-1-h Sf'rP-o—f City:oii; al-"n� Stater Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: „ oG C ct4-.ZEN : � �r Phone#: Address: City: uoe' �C�� �� C='C—.—�3�Yi. State: Zip: 3 F?? `` l Qualifier Name: ��. tlrl S �) \ 't L S Phone#: State Certification or Registration#:10 Cs- erg' � �- 2_ ( Certificate of Competency#: DESIGNER:Architect/Engineer: _Phone#: Address: City: State: Zip: Value of Work for this Permit:$(vQ3o1(o oL Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ AI I ation ❑ New 2S Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$_ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) F. . 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 ha: commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAIC 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. LL� 1 Signatur Signa e OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day V Q 20 by ` _day of g �('i�- 20 ,by Z-0, n,e Wt���p�y�-�� i who is personally known to �Jat/1'1C{S IQ�� who is personally known to - me or who has produced VV '[ 4 I yam© me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB NOTARY PUBLIC: Sign: Sign: Print: ' Print: U lP°Y°�eL Nota y Public State of Florida Seal: Elizabeth Yelin Seal: o P" -,e^ AN YOUNG e � ••.•_ H c p< My Commission FF 063558 r �,.-, * h1Y CTAIISSION FF 951069 OF FSO~ Expires 10/1612017 EXPIRES.April 12.2020 srFc Flop bonded Tnrw Eudget Nola-y SeMces APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County http://www.n iamidade.gov/propertysearch/#/report/summary OFFI1'0J'kE OF THE PROPERTY APPRAIN"ER" Summary Report Generated On: 10/3/2017 Property Information Folio: 11-3206-013-6120 Property Address: 375 NE 94 ST Miami Shores, FL 33138-2831 Owner JAMES WILLIAMS SUMMER WILLIAMS Mailing Address 375 NE 94 ST MIAMI SHORES, FL 33138 USA ` PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT _ a Beds/Baths/Half 3/2/0 Floors 1 -` Living Units 1 Actual Area 2,838 Sq.Ft Living Area 2,073 Sq.Ft Adjusted Area 2,394 Sq.Ft Taxable Value Information Lot Size 10,240 Sq.Ft 2017 2016 2015 Year Built 1955 County Exemption Value $50,500 $50,500 $50,000 Assessment Information Taxable Value $197,908 $192,799 $191,608 Year 2017 2016 2015 School Board Land Value $306,995 $256,232 $245,757 Exemption Value $25,500 $25,500 $25,000 Building Value $166,622 $166,622 $166,622 Taxable Value $222,9081 $217,799 $216,608 XF Value $29,885 $30,213 $19,784 City _.._._ Market Value $503,502 $453,067 $432,163 Exemption Value $50,500 $50,500 $50,000 Assessed Vafue $248,408 $243,299 $241,608 Taxable Value $197,9081 $192,799 $191,608 Benefits Information Regional Exemption Value $50,500 $50,500 $50,000 Benefit Type 20171 2016 2015 Taxable Value $197,9081 $192,7991 $191,608 Save Our Homes Assessment Cap Reduction $255,094 $209,768 $190,555 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Second Sale Price Pae Qualification Description Homestead Exemption $25,000 $25,000 $25,000 9 06/28/2017 $100 30603-1344 Corrective,tax or QCD;min Widow Exemption $500 $500 consideration Note:Not all benefits are applicable to all Taxable Values(i.e.County, School 05/31/2017 $4,080, 30563-3541 Qual by exam of deed Board,City, Regional). �.�___. 03/01/1995 $141,000 16733-0230 Sales which are qualified Short Legal Description 03/01/1972 $47,500 00000-00000 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 E30FT OF LOT 13&ALL OF LOT 14 BLK 45 LOT SIZE 80.000 X 128 OR 16733-0230 0395 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: vMwe. ng, Departmen 10MR.UrAPOenue. WRaft-Sbaft,FIwWa 33138 Tat '(305)IM5,2204 Fad f3W 766.8912, I= ecbjpn ,tire n s for. end .Dass S ..or Fycad:G ass-( Uptanis�eofperauo.t ;throesape�ofworkinvolvingthe'rernoV'W,; replaaema tafd, s,side tes, ter Y _ ' _ theOw by lher �f t- comply with the Ibt Upcm a w lc w andJor door:pests dor 'the insta fzgi:..Qf saw it is the respMIS ' f of fhs.pemd holder to requ t windcnvfdaa frammi ih pwgrM preAegnt.of anyhertl.or verfical elip mulhMj, fVq�edged nce.,w&edm ,t and,spacmg►. purpose f bi. fl*�-hvpo& is f c :the',verification of rnnce vd& Product Approval(NOAH Adg wiled Ole ` afiu babe Print Marne SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 17 NO. H6322-72043 Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM4LI MIAMI, FL 33181 Reviewer: SBBOAD Name Phone WILLIAMS JAMES (904) 402-5875 REPRINT • Address 375 NE 94TH ST Phone Company Name cityMIAMI SHORES Job Description DOOR INSTALL-FL#15210.4 2017-10-02 17:15 State FL Zip 33138 county MIAMI-DADE INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY old`toc rve the stomers9httoiimitthequantitiesofinerchandise REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY UM DESCRIPTION PI TAXI P EAW EXTENSION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD/ A o $5.57 $16.71 R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD/ $6.47 $19.41 R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK/ N $1.69 $45.63 R05 0000-225-556 F 24.00 LF11/16 X3-1/4 PFJ LWM445 CASING/ A N $1.191 $28.56 S/O-MDSE TO BE DELIVERED: REF# S07 ESTI IVA' DATE: 10/30/2017 P.O.#22533014 REF# SKU QTY UM DESCRIPTION P1 TAX PRICE EACH EXTENSION S0707 0000-115-734 1.00 EA NA/37.5X80.5 FIBERGLASS SINGLE DOO�&WG 5X80.5 A N $1,154.40 $1,154.40 FIBERGLASS SINGLE DOOR UNIT RIGH S0708 0000-115-734 1.00 EA NA/(CONTINUED)/37.5X80.5 FIB INGLE DOOR UNIT RIGHT A N $0.00 $0.00 OUTSWING(CONTINUED) 6875,QADEADBOLTBOR I =51/2",QAHINGEPREP=3- HINGEPREP,QAHINGE ED=YES,QAHINGESIZE=4"X4- 1/4",QAHINGETY = AL EARINGW/SAFETYSTUD,QAHINGERADIUS=5/8 'RADIUS/S INGEFINISH=SAT MERCHANDISE TO $1 264.71 DELIVERY INFORMATION: DELIVERY D T LLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE F INSTALLATION#101 AT TIME OF INSTALLATION. ***CONTINUED ON NEXT PAGE*** O� Check your current order status online at www.homedepot.com/orderstatus Page 1 of 17 NO. H6322-72043 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Name: WILLIAMS Page 2 of 17 NO. H6322-72043 INSTALLER DELIVERY #1 (Continued) REF#101 NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE -INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 REF# 101 ESTIMATED INSTALL BEGIN DATE: 10/02/2017 ESTIMATED INSTALL END DATE: 11/01/2017 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING S0707 0000-115-734 1.001 EA ISO JW EXT FG IMPACT 28 DAYS OR LESS S0708 0000-115-734 1.001 EA SO JW EXT FG IMPACT 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 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 1.00 EA N $145.00 $145.00 36"X96"/ CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BUCK PREP 1.00 PA N $150.00 $150.00 2 CUT TILE 1.00 PA N $50.00 $50.00 3 TRIP TO RETURN TO INSTALL CASING 1.00 PA N $75.00 $75.00 CONTINUED ON NEXT PAGE— Page 2 of 17 NO. H6322-72043 Customer Copy * SPECIAL SERVICES CUSTOMER INVOICE- Continued Name: WILLIAMS Page 3 of 17 NO. H6322-72043 INSTALLATION'#1 (Continued) REF#101 INSTALLATION SITE NAME: WILLIAMS JAMES INSTALL LABOR CHARGE: $812.00 ADDRESS: 375 NE 94TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N INSTALL TOTAL $762.00 PHONE: 904 4025875 ALTERNATE PHONE: 904 4025875 INSTALLER SPECIAL INSTRUCTIONS: FL# 15210.4 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 OF 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) 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 NEXT PAGE*** Page 3 of 17 NO. H6322-72043 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: WILLIAMS Page 4 of 17 NO. H6322-72043 INSTALLATION #1 (Continued) REF#101 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# 109 ESTIMATED INSTALL BEGIN DATE: 10/02/2017 ESTIMATED INSTALL END DATE: 11/01/2017 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 7 1 PERMIT FEE/ 300.001 EAJ N 1 $1.00 $300.00 INSTALLATION SITE NAME: JWILLIAMS,JAMES INSTALL LABOR CHARGE: $300.01 ADDRESS: 375 NE 94TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N $300.01 PHONE: 904 4025875 ALTERNATE PHONE: 904 4025875 INSTALLER SPECIAL INSTRUCTIONS: FL# 15210.4 '"""'`CONTINUED ON NEXT PAGE-- Page 4 of 17 NO. H6322-72043 Customer Copy ~S PECIAL SERVICES CUSTOMER INVOICE - Continued Name: WILLIAMS Page 5 of 17 NO. H6322-72043 INSTALLATION #2 s (Continued) x. REF#109 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL FEES,ENGINEERING,WIND LOAD CALCULATIONS,RECORDING, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE "ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY `DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, SPECIAL NOTES: •CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): $2 326.72 A: 90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTAL $2326.72 BALANCE DUE $0.00 'The Home Depot reserves the right to limit/deny returns. Please see the return policy sign in stores for details.' END OF ORDER No. H6322-72043 Page 5 of 17 NO. H6322-72043 Customer Copy �r �f i 9 REPLACE DOOR IN 1 OP 6c Np NEW DOOR TO BE IMP ^•121S HURRICANE SHUTTER Ot I i Aja RECEIVED OCT 2 6 36 r� 1rI " X 80" • •••• • •••• ••••• ,LletgA m� • • — — �`1rr'�sVillag • •••• •••• ••••• • • . • . • ABY APF DATE 1 •••• • . • ZONING • BLDG F � ••� SJBJ •^,CE NTH ALL FEDERA' I STATE L--'S AND REGULATIOtIS OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 4 38.2 1 -41.6 FL15210.4 75.0 1 -75.0 FRONT ENTRY-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. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT 12 FT 6 IN WILLIAMS RESIDENCE 375 N.E. 94TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 08/17/2016-11:1 lam RECEPTION VAPrcjects\-2014-MPSV100 Wind Charts\Reference\00-MPS14400 Series C&C(Current)Jeff.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)_ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft - _ Roof Ta Area(Sq Ft) 1. TABLES ARE INTENDED TO DEP,ICT'THE.'WORST CASEPRESSURES.'WORST CASE'IS DEFINED AS THE CRITICAL CO ITION'OF UNKNOWN VARIABLE AS DESCRIBED BELOW. ht 30 15 20 25 30 3 40- eight 10 15 20 25 _ 30 35 40 45 50 USE OF CRITICAL COfD -loll R FOR ITH THESE TABLES. 0-15 ft -43.4 -42. -41.6 41.1 -40.6 -4 - 3 ;.0-15 h -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID O L LD NG ROOF HEIGHT AS LIMITED ABOVE. +40.1 +39. +38.2 37.7 +37.2 +3. t36. +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F LL R .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHAL, PERFQ•r1 BP E GINEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -41.6 -41.1 -4 - �4 1 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BU L I !['AVE OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +3. +3 . 6.6 16 h +40.6 +39.5 +38.8 +35.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI US PEAK T. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 .3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 S.ALWAYS ROUND - Ts,(iE- LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft - 17 ft 6.CALCULATE THE TRIBU R E OPENING IN QUESTION(HEIGHT'WIDTH)OR +41.1 +40.0 +39.3 +38.7 +35.2 +37.8 +37.4 + -+36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.5 THE SPAN LENGTH(HEIGHT)MUL BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.5 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +q1.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREAOPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEEBUTARY T)SHALL 19 ft -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 i9ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 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 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 k +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +35.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 _-51.4 - --.49.8.- ..qg,2 _qg,6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ _ __ MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 +4:4--+39. + +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 -5�. 3 .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +4Q. 6t40.. 39.2 +38.9 GENERAL NOTES' 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23k -58.7 -56.4 -54.7 -5,. - 5�.5 - `•50.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4 -+ 3 .5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53:9-- - .2 - .6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 k +44.2 +43.1 +q2.2 +41.6 +41.1 - - +40.2 +39.9 +39.6 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 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 k +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48'8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft 49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 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. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 ---44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND coR ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft - _ -._.28 k COEFFICIENTS LISTED.HEREIN HA LtBE,q�CTATED AND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 +4 +41'. +41Y +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMENLAND P LD tt` - ARRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -41. - .1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFERF,D 29 f[ 29 ft S.THIS SPECIFICATI I5, _ FER ANY PRODUCT APPROVED +46.0 +44,8 +43.9 +43.3 +42.7 +4. +41. / +46.0 +44.8 +q3.9 +43.3 +42.7 +42.3 +q1.9 +41.5 +41.2 CERTIFICATION. REF 4Q MITTED TEST CRITERIA AND OTHER 30 ft -50.3 -49.0 -48.2 -47.5 -47.0 -4, 4 . 30 k -62.1 -59.6 -57.9 -56.5 -5S.4 -54.5 -53.7 -53.0 -S2.4 APPROVALS FOR DES N'a'1+�4T LLATIO F MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST BES V IEV.BY M ORDINANCES.WITH GOVERNING CODES. +46.3 +45.1 +44.3 +43.6 +43.0 +4. .+ 1.8 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 EILIF - 6.ADHERE TO ALL PA O, EM ORDINANCES, 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -47. -- 6• "32 h -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATION- ER -F E I GRLTY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.5- 42.1 +47.0 +45.7 +44,9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PR EIN,NO ADDITIONAL CERTIFICATIONS OR 35 k -51.9 -50.7 -49.8 -49.1 X8.5 -48.0 -47.6 -47.2 -46.9 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -45.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44,1 40 k +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE 45 ft 45 ft a a HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 k +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 ��•� O S) 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -69A79 -�j ••• S • _ 5 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 017.5 +47.1 -i • 60 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 - 3 60 •• • • • EL ATION a 50 ft 60 ft - 4 • • • • • +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.5 +48.4 +48.0 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 • • • • WAkL ZONE FIGUI METR C O o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� D O INITISSUE GSS TSB 03/05/12 m 1 i REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 p o 00 oz REV 2014FBC DGM TSB 06/10/15 4^/)l/ Lam• PRESS �� _ ASCE 7-O OCHAPTER 30 •i• i•i • �• • RATE oFF�E. s o � � tn r z m •• 1�0 W12tU VENUE, SUITE 106 AM V Oz F-` - DESIGN LOADS FOR COM PONENTSOCLA[4N6 • • DEEjRFIE BEACH, FL 33442 ` " �� N MASTER PLAN SHEET••• • •• • m m N p n THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. P:(954)354-0660 F:(954)354-0443 A p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT K CERT OF AUTH#9885 g O �0 m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / -i O m O m n ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM $Z 9 PERMITTED AND INVALIDATE OLRCER TIFICATION. ••• • • • • ((t NE*INGEXPRESS.COM • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 F- rids Buildine Code Online = .I_ordf.r.,`�-If,• BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search i Busines�� Professional .dill USER :P bli Approval E _g".ldtiom IMP Product Arorcval Menu>Pmdu or An,li ion Search>Anolication List>Application Detail FL# FL15210-R5 ^ }' Application Type Revision Code Version 2014 Application Status Approved •••••• Comments • • • •••••• Archived ❑ • • • 0000 • 00:0 0 Product Manufacturer Plastpro Inc./Nanya Plastics Corp. •••••• Address/Phone/Email 5200 W CENTURY BLVD. •••••• ••• •• • • LOS ANGELES,CA 90045 0000 • •• ••:••• (440)969-9773 Ext 16 000000 •••• ••••• rickw@rwbldgconsultants.com • • • • • •••••• •• • •••••• • •• •• • • • Authorized Signature Vivian Wright • : • • •••••• rickw@rwbldgconsultants.com •••••• • • Technical Representative Scott Johnson •• Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑� Evaluation Report-Hardcopy Received Y Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. ❑� Validation Checklist-Hardcopy Received I Certificate of Independence FLIS210 R5 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 i ASTM D2843 1999 ASTM D635 1998 S L_........__._._ hap, floridabuildin_.org/pr,'pr_app_dtl.aspx?param=wGEVXQwtDgv3vVVKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d[6/29/2015 3:06:50 PM] Florida Buildine Code Online ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Eouivaiencv Of Standards.odf Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 04/24/2015 ••• • •• Date Validated 04/26/2015 •• • •••••• • Date Pending FBC Approval 04/29/2015 •••••• •••• •••••• M • Date Approved 06/23/2015 •••••• • •••••• �Summaryof Products 00000 00 FL# Model,Number or Name Description •• •• ~••• • 00000 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass!r%gje.4jr-Inswing/4tswing(X- • I Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) • • • •� �f Door • • • • •••••' -0-*000* 111-imits of Use Installation Instructions • • • �i• fl Approved for use in HVHZ:Yes FL15210 RS II Inst 15210,1.00T•• • ••• • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ••0 i Impact Resistant:Yes Created by Independent Third Party:Yes t Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.1,odf Ih limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(OX or XO;OXO-Configurations) Door } Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 I1 Inst 15210.2.odf f f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.2.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ....�.....� ... 15210.3 �c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(XX;OXXO-Configurations) y Door m Limits of Use Installation Instructions 4 Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.3.odf limitations,installation instructions and productparticulars._ Created by Independent Third Party:Yes 15210.4 d.Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door ` Limits of Use Installation Instructions ,i Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.odf ?�Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 II Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any additional use FL15210 RS AE Eval 15210.4.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ] 5210.5 e. moo oo ram a Wood 6'8 impact" aze erg ass ing a oor wi e i e or i e i es- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(OX or XO;OXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any additional use FL15210 R5 AE Eva[15210.5.odf limitations,installation instructions and product particulars. Created by Independent Third Party Yes hap 1.r%-%vNv.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3vV VKJZ I QRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d[6/29/2015 3:06:50 PM] Florida Building Code Online r T 15210.6 ]Door .Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(XX;OXXO-Configurations) __ .Limt'ts-of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210,6.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.6.odf limitations,installation instructions and product particulars. _Created by Independent Third Party:Yes _ 15210.7 g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X-Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door (Limits of Use -- Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.7.Bdf Climitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(OX or XO;OXO-Configurations) Door Limits of Use Installation Instructions • • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.S.Ddf •••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,•P.E.6146)9 • [ Impact Resistant:Yes Created by Independent Third Pa".Yep •••• • Design Pressure:N/A Evaluation Reports • • • •••••• •••• ••••• J Other:See INST 15210.8 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.8.Ddf • • limitations,installation instructions and product particulars. Created by Independent Third A".1'9? • •••••, ..... , .........—.. ............ ................_........ ...—..— --_ 15210.9 1.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass DRo bye llopr with os wilthout•Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-ConfiguratiD*0• • •• ••••• • Door Limits of Use Installation Instructions • • • • • • •• •• • ••••• Approved for use in HVHZ:Yes FL15210 R5 11 list 15210.9.oc • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,EE043459 • •• Impact Resistant:Yes Created by Independent Third P�rty:les: • • see** I I Design Pressure:N/A Evaluation Reports •••••• Other:See INST 15210.9 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.9.dt f • • ••••) limitations,installation instructions and product particulars. Created by Independent Third Pa�aYes� ••• • • • �} I 115210.10j.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing()•-•Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door 1 'Limits of Use Installation Instructions M Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 } Impact Resistant:Yes Created by Independent Third Party:Yes 11 ;i Design Pressure:N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.10.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 1 15210.11 1k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Series O Fiberglass Outswing(OX or XO;0X0-Configurations) Door Limits of Use Installation Instructions —m Approved for use in HVHZ:Yes FL15210 R5 11 Inst 15210.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.11.0df limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series O Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.12.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 11'i5210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts-Outswing M Grain/Rustic/Mahogany Series 0 Fiberglass (X-Configuration) Door F Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.ndf M Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 p I� Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.13.odf p limitations,installation instructions and product particulars. Created by Independent Third Party:Yes — — --- _ _ —............—.........................--.......—.....--- -- ........-....._..................................._........_.............................---..... — -- 15210.14 nSmooth Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts on Active Grain/Rustic/Mahogany Series 0 Fiberglass Door panel-Outswing(XX-Configuration) Door I Limits of Use Installation Instructions http a cvx�-Nc.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ%vtDgv3yVVKJZIQRCFPqu8gbCgp462bzCqAjPwi2OvD2Tk9/o2fmQBUw°/n3d%3d[6/29/2015 3:06:50 PM] Florida Buildine Code Online —1 I Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.Ddf 'Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes 'Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.14.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.150.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the WINDSERT'"an Grain/Rustic/Mahogany Series 0 Fiberglass operational window insert-Outswing(X-Configuration) Door i __JLimits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.15.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::privacy Statement::AcceTility Stat r'%u*rd ttatemeni••••• • + Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a plyilirreco�s request"•ot send electronic?hsil 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 Secton 455.7,16(1)•0• Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wit%4802Ri16Raddress if?ht?hfave one.The emails I provided may be used for official communication with the licensee.However email addresses are public record.If you dj 6oj;iSfLto 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 on er Chapter 455,F.S.,please clilk4jj&!• 0000 •• • • � Product Approval Accepts: •• • • • • -CI-1 -�„r 0000 • •• 00:00• �'• 0000•• 0000 0090• tiC`C"tlrlt\'\t3-"I 6LSt ti' 0 • ` • 0000•• � 000000 • 0 0000•• 0 • 0 http: \\w\v.noridabuilding.orelpr/pr_app_dtl.asps?param=wGEVXQ\vtDgv3yVVKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d°/u3d[6/29/2015 3:06:50 PM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence .• 0000. . 0000.. 0000.. 0000 0000.. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acgyjip.fnancial interest • in the company manufacturing or distributing the product or in any other entity ingWed in the •• approval process of the product named in the accompanying Florida Product AppUOaal. : 0..* ••••• 00.00. 0000 0000. .. .. .. . 0000.. . 0000 0 Lyndon F. Schmidt, P.E. •.: FL No.43409 April 1,2015 R:\Admin Docs\FBC Templates\Certificate of Independence.doc Sheet I of 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23, 2015 To Whom It May Concern: FL-15210 Equivalency o,f Standardstoo "" • • • • • ASTM D 635-98 Equivalent to ASTM D 635-06 so "•"• . ... .... ..... The products referenced in this Product Approval have been tested in accordance with AS'I:tP•635-98'•jt'hs ...... been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants,Inc.that ASTM A035-98 is •' equivalent to ASTM D 635-06,which is the reference standard and year that has been adolledloAthe 5%Edition •••• • (2014) Florida Building Code. • ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc. that ASTM E 84-05 is equivalent to ASTM E 84-09,which is the reference standard and year that has been adopted by the 5`' Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5°i Edition(2014) Florida Building Code. Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 {' plastpro �����••• • � =_,� .... Lam% z 5200 W. CENTURY BLVD. 37,11"MAI,OVERALL� °'j.• o�; aN LOS ANGELES, CA 90045 FRAME WIDTH ,` ; Smooth / Wood Grain / White Wood Grain """' °"m z a N •• Rustic /Mahogany 9 � o z a E o 9 Z m 0 a \ 8 °a `o a Series O Fiberglass Door \v H a o m a`a E oZ INSWING/OUTSWING GENERAL IMPACT z 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code z W (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). i tF NLD C7 zo zw 3 2. Product anchors shall be as listed ands w o z paced as shown on details.Anchor embedment to base mater a w - o N shall be beyond wall dressing or stucco. a < a m a LL O Sw N wN 6 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does In J j a 00 < 8� require an impact resistant covering. w o a > > o 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with o a a o Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets m Y r missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. co m E v 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. a N = 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed z w '= engineer or registered architect. o_ > LJ 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not o meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or w at habitable locations protected by on overhang or canopy such that the angle between the edge of o a canopy or overhang to sill is less than 45 degrees. i 8 TABLE Of CONTENTSMAX. DESIGN PRESSURE(PSF) w i SHEET# DESCRIPTION SWING FAMj < a 0 1 Typical elevation,design pressures,&general notes • • • • MMONSt42Nr POSMVE NEGATIVE o 2 Door panel details • o 0 E • •• • •3b50ir• • DATE:02/16/12 i 3 lite frame details and glaring details ,��u • • z v a 4 Horizontal cross section ••' 11*0 i • • t39.0 -75.0 5 Vertical cross sections 82.00 SCALE: N.T.S. ° 6 3-point lock details 37.50" a 7 3-point lock details Com-m: JK m • ••gUTSWINr, .•jr •+75'<O• 75.0 8 Buck and frame anchoring • • CHK.a: LFS 3 • • • 81.13" DRAWING N0. C 9 Components • • • FL-15210.4 N 10 Bill of materials ••See sUts 4&3 fp:hc:dwore anal lit•fror;mdesign pressure limitations N 04* • •• • • • SHEET 1 of 10 e • • • • • • • • • • ••• • • • ••• • • 0.7' G1 G22.6" F TOP RAIL EXTERIOR 0.4" (COMP.I 1 = 0. _ 5 2 ' ^ - z `� o rn INTERIOR Z o m o CAP(PVC) CAP(PVC) , di v n�a HINGE STILE(LVL) LATCH STILE(LVL) E m z m c ti c 1 HORIZONTAL CROSS SECTION o `W a • a a maa� s � o E cz ^K� e. cui v, Rn 35.75"DOOR HARDWARE TABLE oo WIDTH MANUFACTURER MODEL MAX DESIGN o PRESSURE 1 OR N J w 0 2 KNOB: SIGNATURE SERIES +75 7Gl u)u a KWIKSEI DEADBOLT: SIGNATURE SERIES(980) G2 d m a o SCHLAGE KNOB: "PSERIES(F51) +75 o 00 DEADBOLT: B"SERIES(360/62) o ?AMEX LEVER: FL3B SERIES INTERIOR EXTERIOR a a ��/ u DEADBOLT: FD7 SERIES ±75 '} a m.. P O _.-_ ___ E � HOPPE MULTI•POINTLOCK: 3-POINT TONGUE }50 u •o m 0 1 W 3 F MULTI-POINT LOCK: TRILENNIUM"300V SERIES �±75 o 17 1 Ci 2 See sheets 6 and 7 for multi-point lock details. w o_ a L _ SEE HARDWARE o TABLE FIBERGLASS SKIN (0.125'MIN.THK.) a 0 0 FOAM CORE .. SEE HARDWARE (POLYURETHANE- TABLE 1.9 PCF MIN.) a .o ••• ••• • • • • • •• •� �p 'm w •• • i i i • i•i • DATE:02116112 i •• ••• •• •�OTTpMi2Al� - _L D (COMP.) SCALE: N.T.S. a DWG.BY: JK m DOOR PANEL • ••• • ••• t A CAL CROSS SECTION cHK.BY: LFS • • • • • DRAWING NO, • • • •• • • • FL-15210.4 � • •• • • • ••• :• SHEET_L of 10 v z • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 24.27'MAX. � ............. FRAME WIDTH C• • 20.50"MAX. 12 3 5/8"GLASS BITE D.L.O.WIDTH =_: Tic J-i n 13 12 =o: * =- Jn ,m: EXT. i 4,: _� m 1"OVERALL GLASS x THK. �O'•' i n 1.86" 1.86" Sc a 1/8"ANNEALED GLASS ..„...•U ro a opq ��- 0.090'SAFLEX®PVB I o n m z° INTERLAYER `^ V N 6 Q ^1 _____ 1/8”ANNEALED GLASS \ E W i m u v i w f AIR SPACE t o 9 0 0`a 1/8"TEMPERED GLASS \ ° m w m a a T (TYP.( \V` ' 4 d ALUMINUM SPACER 3 EXT.FRAME 4 INT.FRAME E 9 z° 0 40 5 12 INT. o a h G1 GLAZING DETAIL •o � e M •6 Ln a � ou zo oo C"L'2 o_ � w z as m fN � LITE FRAME TABLE cD 4.25" o (TYP.) MANUFACTURER MAX.DESIGN m N wF- PRESSURE S �¢ ODL LITE FRAME �I o ODL ±75 o 24"MAX. a a a oFRAME WIDTH RSL ±60 20.75' AX M . m E D.L.O.WIDTH m g U EXT. N v GLASS BITE CS z _ w o 1-1/4"OVERALL THK.GLASS x w 1/8"ANNEALED GLASS 13 13 0 w _ = 0.090'SAFLEX8PVB o O 6 INTERLAYER a a 1.59 a a LL (nP') 1/8"ANNEALED GLASS z ii O • • • 1.06" w z ci AIR SPACE • •• • _ o 0 1/8"TEMPERED GLASS •• • • • • • z z O o 1/7'NON-GROOVE SWIGGLE •• ••• • • •• °n a e Z w/DELCHEM#80 POLYSULFIDE 17 02/16/12 z 1/8"BACKFILL 16 scams:O 9 N.T.S. • ••• • ••• • •• DWG.aY: ,JK m' -- INT. 1�LAI G DETAIL • • • • 15 EXL FRAME INf.FRAME SCREW CAP 3 4" G • • • • • 16 17 CHK.BY: LFS \f • ••• • • • • • DRAWING NO.: N (TYP( �I Imo- • •• • • • • • •• FL-15210.4 RSL WE FRAME N SHEET 3 Dv 10 v ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 5 EMB.(TYP. A 4 G m �•,., �� a z n ro •.......... o n m i INTERIOR g im o S omW \V w m as X ° 1 2 ° ; $Z q O 4 `W p 8 ,'•D: 4Ln U U o ° EXTERIOR H a 5 m U v)�� J �W Q s E 4 D 27 a m N Z E 1-1/4"MIN. 2 D2 1 3 4 5 p EMB.(nP.I S ° B 2 1 o 5 55 5 ° _ ° a C HORIZONTAL CROSS SECTION p a a 0 4 wn w/1 X sub-buck .15" B p^ m O.1S' C'SINK C C'SINK E ° ° ° --� - (nP.( � a (nP.) . L INTERIOR L p p N INTERIOR o 0 7 ° 40 a 40 7 ° p p o a z w z • • • • • • • • • p z L 11 •• ••• •• • • • •• Z ❑ Z ° ° ° ° < 1158 ,° DATE:02/16/12 z 9 EXTERIOR EXTERIOR 27 ^ SDN E: N.r.s. 9 • ••• • ••• • ••• E Dwc.er: JK m • • • • •• : HORIZONTAL CROSS SECTION CHK.B' LFS 3 HORIZONTAL CROSS SECTION . • . .• . . • • • a 1-1/4"MIN. 4 Outswing shown-inswing • •• • • • • • •• Outswing shown-inswing DRAWING NO: N EMB.(nP.l also approved ••• • •• • • • also approved FL-15210.4 - N SHEET 4 OF 10 U • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A. E d ° �. n n ° — ------- ° d U.° =So n � N M A o n ..z D B Z d U N Zo a o � om ` Cd v �— w e ug �o `oa a m� mda� G �z° E a u' c Vi EXTERIOR - - INTERIOR 7 1 2 EXTERIOR INT IOR o o_ Z 0 N EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 5 Shown w/1Xsub-buck � > Cn o` 1 VERflCAL CROSS SECTION a m U 5 U Outswing shown-inswing N also a 8 40 a m a zs c w a a ° EXTERIOR INTERIOR E ° — m d EXTERIOR INTERIOR m ,^ d ° ° • ° a U) 30 31 32 33 345�VERTICAL CROSS SECTION 40 o g 5 Shown w/ADA threshold 36 37 0 ' W ii 38 0 ° •• •.• • • • • • .• E w i ° ° ° ° ° ° ° • • • • • • • • • ° d d \¢ z v ° • •• • • • • ••• • • ° ° ° s ° • • • • • • • • • d ° O 0 •• ••• •• • • • •• d ° d ° ° Z (D] w ° a a ° .:"2116112 i r3VERTICAL CROSS SECTION sem: N.T.S. 9 • ••• • •.• • ••• DWG.BY: JK 0 s 5 Outswing confirguration �41 VERTICAL CROSS SECTION o • • • • • • • • Inswin g • • • • • • • • 5 g configuration cHK.BY: LFS 3 • .• • • • • • DRAWING NO.: • •• • • • • • •• FL-15210.4 N SHEET S OF 10 N V • •• •• • • • •• •• 016 � 0 =_, 6 m N f 0 ^ v_ o oz� Z U 0 ti ° Lm om oc ag mg m a`L c Z 2x BUCK 58 � E 9 z° 0 0 1X BUCK H cTa o 0 q j Q UV � Q 0 23 � �o � zo 0 25 w o u = 2X BUCK 58 a m o N Q a w Ix BUCK H K a �1 HOPPE MULTI-POINT 10CKSET 0 p m 3Poini'Tongue' o a n® a a 1= '> • c } 2x BUCK 58 U m E 1.T' I— m 1xBUCK H 23 EP O V) N Z > W O 22 O = (n �o 0 0: w w STRIKE JAMB j ® i a = °dIz _ QO ° • •• • • • • ••• • o e • • • • • • • • O o FovE:02116 12 Z Z Z L ® SCALE: N.7.S. ° a Qo • ••• • ••• • ••• DWG.BY: JK m ` • • • • • • • • CHK.BY: LFS 3 aMULTI-POINT STRIKE PLtME • •• •• I AiCY AND DEAMBOLT STRIKE PLATE DRAWING NO ¢ .: 000 • ••• • 2i T°ngA-"-,m :• FL-15210.4 MANUAL RAISED TONGUE GEAR SYSTEM ° SHEET 6 OF 1O N v_ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IC.. ............. / n 4 S N d NF m �Y'•. �„g9 <.'0 of M O M 0 Z $$ b UN M $ o uoz z / �v 8to 9m m Ow aN SQL III aaCD 0n a � E Oz C W v � b 0 O N OCp O Y O D_W vwi o6 z m rn o a o � � a a a O >m m E m 4 N 2+ v v g v 57 N o N 2 6pz > �w O 2 62 `� h O � O 0 2X BUCK 58 ` z •• ••• • • • • • •• 1XBUCK H • w z •�O • • • • • • • m H F Q • • • • • • • • • ISE: z••• •• • • • •• 0 Z z DATE:02/16/12 z SCALE- N.r.s. 9 • ••• • ••• • ••• DWG.BY: X11( m W&F Miennium 3000 SERIES • • • • • • • • STRIKE JAMB DETAIL CHK.BY: LFS 3 • • • •• • • • • • 3 pt.Lock --- • •• : • • • • • •• DRAWING NO.; n ••• • •• • • • FL-15210.4 0 SHEET 7 OF 10 N u • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... . . ... . . . . ... 'n N o 11 !o g 133r+s eD .pooh Jo 6uyylds eyl Juanad o4 wwos poom D 6ulmslnp VV pE ••• ll•jf a•110•9 41j3 jHy• • • • JOB.ULg/la•dl S'D'O„Jg'aDUDJ.SfPpuB„I'a9UD.Jr5/pt•al6pBQ/Q.W9nl/w1u1W®DUIDJUIDVoIZSI-1j "ON ONIMV4 6ulmsul :S310N NOI1V77V1SNI M37OS°OOM I •• • • NOOdVI Sj1 :A AH] 11Y3039NIH f o m NA is • • •�• Noovann o 'STN s (Z .► .l .r/l•l .r/l 0013 3 z1/91/zo 11 Xonaxa 8S o° Z W XOnaXI -r z .r/1 t .r/I ®NoAW m ' L l L L •• • • ••• •• aoHONv 3°JO3 iN3W039W3 ins 3dAI 7 'NIW NQHDNV ?IOHJNY XOna XZ 99�NW9 XZ• 1N30VraV of AaNOsvw of o Nona': 8S •• • 3JnivaV3U'NIW 30NVMV37J'N1W d r� L • •• • • 6 H x�naxl x�na :epoJ royouo aJeiouo0 f • • ••• ••• 'Papaaoxa Jou a10 ucVuew!P..M31N30 NO'XV W.,a4J a Sua of pa�Jnbw eq Aow n Nona XZ sloyouo 91—o JouoyJppo•sluJolmJaw of eouoJsJp a6pa vJw ayJ utoJuJow n C 6 of POIS14PO aq Jsnw,,831N30 NO'XV W„so P94ou SUOIJ000J iOYOUO 940JOW Z � nH ion9 Xl 's{uroIJOPOW of ODUOJsip a8pa y 'uJw aEa uJoJuJow of paJsnlpo aq Aow wwoo ay{Jo suo4D-,q ioyouo 040J0000-I 01 m - :S310N NOHONV 31360N00 A o / u, z uo.pnj45000 AAIOSDVq 0 0 9WVf 39NIH f)NIbOHONv MM 9WYr 3yiw 9NIHOHJNY xxv � LN A It I x I O n A A1NO Ills V(IV 0 a mo o: m Nona xz aO o� o„ xona xa ' z 3wVa1 - ' A mo C o� � w JNIN3d0 JNIN3d0 C ,o SaWVf 8 ANNOSVW00 ` A2INOSVW r O° 0 Z m 3 g y Nona xl 9 w sawVr v Z x o a + NAI)11V134 - 4V3H'du Q ' IU)o o Nona XZ 1 39NIH 33S Z m o -11 11llllrl'' -•- - -a u �3, `\\\— mss' L �� W s 9 u NAI) 4.56" 4.6" 4.56 7 R4 7, "� o �_,•'� Z rni NY,. 6:� �o m m o N °z �1 OLTTSWING THRESHOLD ��ZOUTSWING THRESHOLD POLY FIBER JAMB h E E z m e m: JV DLP(QOSR) Columbia High Dam(581J Plasfpro \ a a to o p co a \\V N a m a:a. C4 to 4.56" E v z _ - 4.68° - ' c Gi a 4.T' �_� o° �d 43 N—� i 4 2.36" 2.7'� Z o w ; �LUTSWING THRESHOLD ��OUTSWING THRESHOLD WOOD JAMB > oz o `f DLP(QOSHJ Columbia(575( 2 W m o D-On v 6 � u 0 0 a a o 5.67' 5.63 in o 2.089'— ED �r Ci m E S Le 0.57' _ m 33 OUTSWING THRESHOLD NSWING THRESHOLD T WEATHERSTRIP �\DOOR BOTTOM SWEEP Endura(Z-Series( Columbia Endura Face w o � F ° o a o a 5.625' 4.56" ® • • • • • • • 4.56" 0 z • • • • •• "z t°1 a DATE:02/16/12 z SCALE: N.T.S. ° �\INSWING THRESHOLD 37 INSWING iH Slib ••• •• ••• • • 29 ADA THRESHOLD DWG.W JK m 6 JO Endura(Z-Series) DLP(ISCSJ • • • • • • • • DLP CHK.BY: LFS 3 • • • •• • • • • • DRAWING NO.: n • •• • • • • • •• FL-15210.4 N 0 SHEET 9 OF 10 N V • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS J.ci REM• DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOODa ffl B 2X BUCK SG>=0.55 WOOD C 1/4!'MAX.SHIM SPACE 'i D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ?d m o MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 1 L 11 °v N Z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ti a i u i G 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL `�! i o aN h p t a H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL =a m a k I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/2'PFH WOOD SCREW STEEL E 0 Z M #8 X 1-1/2'PFH WOOD SCREW STEEL o �Ta 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM. o a 5 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL ?o w 3 6 #10 X 1-3/4"PPH WOOD SCREW STEEL CD N r 0 7 WEATHERSTRIP FOAM �n 8 DOOR BOTTOM SWEEP VINYL :5 Qr N o 9 4'X 4"BUTT HINGE STEEL EL < m 11 #9 X 3/4"PFH WOOD SCREW STEEL o 12 NON STRUCTURAL SEALANT SILICONE o 13 STRUCTURAL SILICINE(DOW 995) SILICONE a a g 15 EXT.FRAME(BY ROYAL MOULDINGS) PVC Y>- 16 INT.FRAME (BY ROYAL MOULDINGS) PVC E 17 SCREW CAP (BY ROYAL MOULDINGS) PVC m 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL N 27 LATCH STRIKE PLATE STEEL o 0 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL = �Q 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD a a 32 OUTSWING THRESHOLD ALUM/WOOD a a 33 OUTSWING THRESHOLD ALUM/COMP z g 34 OUTSWING THRESHOLD •91LLMvlf'WOOD• • • • •• Z 36 INSWING THRESHOLD ALUM/ O Q• a o 37 INSWING THRESHOLD • LUA?/ O D• • • ••• • z 38 INSWING THRESHOLD • ALW*COMR• ••• i i ••• z 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - DATE:02/16/12 z 55 #10X 1-1/2'PFH SCREW STEEL SCALE: N.T.S. 57 BACKING PLATE •••STEEL • *99 • 000 DWG.BY: JK m 58 #8 X 2"PFH WS STEEL • • • • • • • • CHK.BY: LFS 3 60 MULTI-POINT STRIKE PLATE • • STLREL •• • • • • • DRAM14C NO- � �62 LOCK ASSEMBLY •• • STEEL•• ••• ••• ;• FL-15210.4 o SHEET 1O OF10 N v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building Consultants, Inc. BConsulting and Engineering Services liar the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659,9197 Florida Board ol'Protessional Engineers Ccnificate orAuthorimlion No.9813 Product Evaluation Report ReporlNo.: FL-15210.4 Date: April-23, 2015 Product CategoSub Category Manufacturer Product Name Swinging Plastpro,Inc. Smooth 1 Wood Grain/White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E. (System ID#1998)for Plastpro Inc.,based on Rule Chapter No.614320-3, Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. • • 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product compliV witty SectiorCfE3t) )O?2 of ttv, ••• FBC and does not require an impact resistant covering.This product meets missile level"D"and inclutg�OViod Zone 4AP defined in •• ASTM E 1996 and Section 1609.1.2.2 of the FBC. • • • •••••• •••• •••••• 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x bucly U149gry construc4ion. • 6. Site conditions that deviate from the details of drawing FL-15210.4 require further engineering anQ%"by a ligWsed engin,cif V • • • registered architect. •*so* • 0• ••••• 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do nc4laiee�the wataaiaf'iltration ••:••• requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations.pre ected by wu&vd:hang we•e 0 0 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. •.•.•. . .' 8. See drawing FL-15210.4 for size and design pressure limitations. • • ••• ••60:0 Supporting Documents: • • • • • 1. Test Report No. Test Standard Testing Laboratory •••Signed bw• • :�"'; TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmid,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by ..... Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) e:•'''y Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. - 5. Quality Assurance w Lyndon F.Schmidt,P.E. FLPE.No.43409 4/24/2015 Sheet 1 of 1