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WS-12-2424Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183389 Permit Number: WS -12 -12 -2424 Scheduled Inspection Date: February 05, 2013 Inspector: Bruhn, Norman Owner: KANE, DENNIS Job Address: 73 NW 98 Street Miami Shores, FL Project <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010330120 Phone: (561)333 -5042 Building Department Comments FRONT DOOR REPLACEMENT Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 04, 2013 For Inspections please call: (305)762 -4949 Page 19 of 30 • BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION DEC 212012 FBC 20 P e r m i t No. WS 1 a4L-4 Master Permit No. Permit Typ BUILDING ROOFING JOB ADDRESS: 7 City: Miami Shores County: Miami Dade Zip: 33/ s Folio/Parcel #: / / • 3/ o 1 - ? • C.) / aZ Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �6 N A.).1 5 k tor AJ Q_ Phone#:.0.5• 5%0S-. Address: ' /U oot) i)q . 5r city: Q r f 5 State: Zip: 3 T / S Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: eS \L:t SI "� E?� J►-�) �' Phone #: S� RCS" LUIS- Address: L fil)Ci l o( `r) CC Q2 0 City: ()OCSt Pak V PQ State: PC_— zip: 33 Li 1 )-- Qualifier Name: ES 5. � AV 1 5 Phone#: 01 " is---S- IOC- D-- State Certification or Registration #: 0 C p D C 04:::).a&S ` Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ / 3 `f .5 Square/Linear Footage of Work: Type of Work: Addition DAlteration ONew epair/Replace Description of Work: (11 i^ '• r ;tL—t . °,4 ODemolition Color thru tile: ******* ** * * * **** * * * * * * * * * * * * * * * * * * * * ** ************ * ** * * * * * * * *** * * * * * * * *** * * * * * * * ** Submittal Fee $ Permit Fee $ 1/C) c CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 7 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 has 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 ET.P,CI'RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 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 must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person 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. Signatur �C Owner\or Agent Contractor The foregoing instrument was acknowledged before me 's �2 The foregoing instrument was acknowledged before me this/ day of a'Cti 20 al-by n o b° d 7�'e u , day of DeC , 20 tc2, byJbV1ES I). bal/I,S , who is pe onally known to me or who has produced IZ 1 who is Eersonally known to me or who has produced 14i d t' G. 0 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: —Sign Print: My Commission Expires: 0 j..../_ .. OqN . 4 F ° ?" se* c ZSjgn: '°i,9 :s?Bs, Zt Mint: %a +' 4 " 9 / a+` 4 /Iy Commission Exp (407) 398.0193 * * * * * * *********** ********obi** **Mob ********************** **** ski**** *********** *****,k+k** **** APPROVED BY ,r - Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) COMMISSION 0 EE186835 EXPIRES April 12, 2016 Fl rldallotarygawlne.cvm * * * * * * * * * * * * * * ** Zoning Clerk CL 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMMISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: JAR4475 IAMI,FL33181 , Reviewer: 0 1— CI d KANE DENNIS Home Phone ' (305) 905-3256 Address 73 NW 98TH ST Work Phone Company Nano MIAMI SHORES j." De"drnir FRONT DOOR SiO ste'e FL ziP 33150-1736 ccun'ir DADE Page 1 of 7 No. 6322-209161 REPRINT - 2012-12-03 12:38 CARRY OUT MERCHANDISE MERCHANDISE AND SERVICE SUMMARY We reserve the right to limit the quantities of merchandise sold to customers REF *W09 SKU # 0000-515-664 The items listed in this section will be carried out of the store by the customer et time of sale. STOCK MERCHANDISE CARRIED OUT: R08 0000-517-386 1.00 EA SCHLAGE CAM X GEO HANDLESET AB / 511400 ME RC AN DiSE TOTAL EXTENMOINE::- $114.00 $114.00 --„:- - -- 1141.. REF # W11 SKU # 0000-515-664 Customer Plcku / WIII Call S.O. MERCHANDISE TO BE PICKED UP: WO JELD-WEN DOOR SYSTMS REF # 510 ESTIMATED ARRIVAL DATE: 11117/2012 .0. #22562 S1001 0000-933-166 1.00 . : • ; • ". EA NA I<> 38 112" X 81 1/4' D, R.O. {#1}<> I BI I I BCHDAPRODU CTCATEGORY= ENTRYDOORS ,QAMANUFACTUR E R=,.1 E LD-WENWINDOWSDOORS- DOORSYSTEMS,CALOCATION=CORALSPRINGS(DO),CIALOCATIONPHON ENUMBER=1.800.925.3667,0APRODUCTTYPE=ENTRYDOORS,QAMATERI AL=STEEL,OASYSTEMCON FIGU RATION= DOOR UNITS/DOORSLABS, O.AP RODUCT A Y -4' ICE:EACH.: $42725 $427.25 Cf:447114UELtimiNcitr-PAGE*t.l";;::- W1LL-CALL MERCHANDISE PICK-UP Will-Call items will be held in the store for 7 days only. Check your current order status online at www.homedepoLcornforderstatus Page 1 of 7 No. 6322-209161 . • :•:, = _ FOR WILL CALL MERCHANDISE . CALL OR SERVICE •70ra.pp. ne - - - - ad ; pr Th Gusto _ol Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KANE sTomeR PIC :: {iontinuei j Page 2 of 7 No. 6322 - 209161 REF #W11 S1002 51003 0000- 933 -166 0000- 933 -166 1.00 1.00 EA EA NA / BACKSET / *ATT TO #1 `OUT - SWING: NA / HGFN / *ATT TO (#1 } *FINGER - JOINTED PRIMED WM 180 BRICKMOULD: 0.00 $0.00 $0.00 $0.00 VENDOR - SPECIAL INSTRUCTIONS: 12.23.6:: SCHEDULED PICKUP DATE: Will be scheduled upon arrival of all S/O Merchandise MERCHANDISE TOTAL: S427.25 D-OP T 3M PICKUP ::REF 41W VERY :# .:.; REF # 103 STOCK MERCHANDISE TO BE DELIVERED: R05 0000 - 453 -154 1.00 EA R06 0000 -155 -400 3.00 EA S 11/16 X2- 1/4X7' PFJ WM366 CAS LEG 1X6 -BFT PT WEATHERSHIELD E°lt7EfSION.. $5.93 $14.91 0.84 A N $5.93 $4.97 MERCHANDISE TOTAL: DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #I03 AT TIME OF INSTALLATION. REF# 103 ESTIMATED INSTALL BEGIN DATE: 11/10/2012 ESTIMATED INSTALL END DATE: 121 12/1012012 MERCHANDISE TO BE INSTALLED: 41 Oaf, SCRIP` R05 0000-453-154 1.00 R06 0000 - 155 -400 3.00 BASIC INSTALLATION LABOR: EA EA 11/16 X2- 114X7' PFJ WM366 CAS LEG 1X6 -8FT PT WEATHERSHIELD Page 2 of 7 No. 6322 - 209161 Customer Copy 3058995528 » C7 w U w 1f SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KANE Page 3 of 7 No. 6322- 209161 I ST � LATiON :- 7 ." ` ,. oillllr3ued) REF #I03 •: SKI! ' DESCRIPTION QTR U +[ TAX ` PRICEEAON ` ; EXTENSION :.= 0000 -523 -672 EXTERIOR DOOR FL- NAT /PRE -HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION . _ QTY U TAX PFIICEF CH " EXTENSION 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 CUSTOM LABOR SELECTED INCLUDES: OPTION _ DE CRIPTION: -OW UM TAX RIDGE EACH: _ EXTENSIQI f:: 1 REMOVE IRON DOOR 1.00 PA N $85.00 $85.00 -INSTA TION.SITI [ AMe: KANE DENNIS INSTALL LABOR CHARGE: 6387.00 ADDRESS: 73 NW 98TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 -1736 CREDIT FOR DEPOSIT1MEASURE: $0.40 COUNTY: DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL DUE: $352.00 PHONE: 305 905 -3256 ALTERNATE PHONE: 786 552 -8790 BASIC INSTALLATION LABOR INCLUDES: ' PRE - INSTALLATION JOBSITE INSPECTION OF THE NEW DOOR WHEN THE CASING/TRIM IS THE SAME SIZE OR ' DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER {CUSTOMER PROVIDES) • REMOVAL OF EXISTING DOOR UNIT • INCLUDE NON - COLORED STUCCO PATCH TO REPAIR MINOR CHIPS • INSTALL NEW SLAB OR PRE - FLUNG 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 NEVV OR EXISTING LOCKSET AND KICK PLATE {IF WITH SIDELIGHTS APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) ' FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION ` ADJUST DOOR TO ENSURE PROPER OPERATION ' FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON DRILL HOLE 14 JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AND /OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR ' INSTALL NEW INTERIOR CASING AND EXTERIORTRIMIBRICKMOLD UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL MORTISE LOCKS ON WOOD DOORS {CUSTOMER PROVIDES) [; - NI Et aNi r`PAs E: Page 3 of 7 No. 6322 - 209161 Customer Copy O 3058995528 » c.) w IN SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KANE Page 4 of 7 No 6322- 209161 INSTALLATION . #7 ECanU -iced} _ • -_--. REF #103 INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK STUCCO PATCH GREATER THAN 4 °. PAINT AND STAINING INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE- HUNGDOOR UNIT DISCONNECT AND RECONNECT OF SECURITY SYSTEMSIMRING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT ELECTRICAL WORK WORK ON SUNDAYS OR HOLIDAYS SPECIAL NOTES: IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. ' ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA ` IT MAY BE NOISY DURING YOUR INSTALLATION THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. ' AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION ` ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST 8E REMOVED FROM THE WORK AFIEA PRIOR TO INSTALLATION • CHILDREN AND PETS MUST 8E KEPT AWAY FROM THE WORK AREA • ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WITH LOCAL AND/OR STATE CODES ` IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. ' CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES ' REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. *THE INSTALLER MAY DECUNE TO INSTALL THE JOB IF IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS EIS FfST►L,€. II T REF# 104 ESTIMATED INSTALL BEGIN DATE: 111/012012 ESTIMATED INSTALL END DATE: 12/1012012 BASIC INSTALLATION LABOR: € " `tONTJN11ED ONNEXT:P E**"_ CD Page 4 of 7 No. 6322 - 209161 Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued INS ALL. TION #2 Last Name: KANE Page 5 of 7 No. 6322-209161 REF 11104 tJ DESCRIPTION. TAX P RICE EAC ,=-EXTBstS1 0000 -114 -442 BUILDING MATERIALS PERMIT FEE -NAT/ 0.00 EA N $0.01 $0.00 NSTALLATION: : :NAME:- KANE DENNIS ADDRESS: 73 NW 98TH ST INSTALL LABOR CHARGE: TRIP CHARGE: $0.00 90.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 -1736 CREDIT FOR DEPOSIT/MEASURE: S0.00 COUNTY: DADE SALES TAX RATE: 7.000 TAX: Merchandise - 14 LABOR - N PHONE: 305 905 -3256 ALTERNATE PHONE: 786 552 -8790 BASIC INSTALLATION LABOR INCLUDES: OR INSTALLER IF DELIVERED TO INSTALLER, THE INSTALLER WILL ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, POSTAGE AND ADMINISTRATIVE). • DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY. PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE INSTALL TOTAL DUE: 90.00 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_ ENDOF:INSTALL TA REF* 112 BASIC INSTALLATION LABOR: 0000 -114 -442 BUILDING MATERIALS PERMIT FEE -NAT/ 0.00 EA PRICE_E3C $0.01 OPTIONAL LABOR SELECTED INCLUDES: Page 5 of 7 No. 6322 - 209161 Customer Copy 3058995528 » 2012 -12 -02 17:01 SPECIAL SERVICES CUSTOMER INVOICE - Continued REF #112 Last Name: KANE Page 6 of 7 No. 6322 - 209161 OPTION DESCRIPTION :. 5 PERMIT AND ADMINISTRATIVE FEE {QTY X $1.00 }I INSTALLATION SITE NAME:, !KANE, DENNIS ADDRESS: 73 NW 98TH ST CITY: MIAMI SHORES STATE: FL ZIP: 33150 -1736 COUNTY: DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N PHONE: 305 905 -3256 ALTERNATE PHONE: 786 552 -8790 INSTALLER SPECIAL INSTRUCTIONS: PERMIT FEE OTY 'IJM TAX PRICE EACH 360.001 EA N $1.00 INSTALL LABOR CHARGE: TRIP CHARGE: CREDIT FOR DEPOSIT /MEASURE: INSTALL TOTAL DUE: EXTENSION $360.00 5360.00 30.00 $0.00 $360.00 REF *113 BASIC INSTALLATION LABOR: DESCRIPTION EXTERIOR DOOR FL- NAT /PRE -HUNG DOOR UP TO 36X96 C $287.00 TENSION $0.00 INSTALL LABOR CHARGE: TRIP CHARGE: CREDIT FOR DEPOSIT/MEASURE: INSTALL TOTAL DUE: TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy ORDER TOTAL Si 309.09 Page 6 of 7 No 6322 - 209161 Customer Copy BALANCE DUE $0.00 SPECIAL SERVICES CUSTOMER INVOICE - Continued re) CL 3058995528 » MERKH N F S:= ALL '::: c. Last Name: KANE Page 7 of 7 No. 6322- 209161 A: 90 DAYS DEFAULT POLICY The Home Depot reserves the right to limit !deny returns. Please see the return policy sign in stores for details.' END OF ORDER No. 6322- 19161 Page 7 of 7 No. 6322- 209161 Customer Copy oc, 2 zed ‘4' v\f6\9---49` I L L C REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. APPROVED ZONING DEPT SUBJECT CO COMPL PNCE vv FH ALL FT EI)ER AL STAI L ANv CC IN"i'f RULES AND F. OLJ 1C) OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 36 I 80 20.00 4 38.2 1 -41.6 FL14569.1 60.0 1 -60.0 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 3/16" 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 = 11 FT 10 IN KANE RESIDENCE 73 N.W. 98TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - 4:42pm gabriels F: \01 Project Files \_2010- MPS \400 Wind Charts \_Reference \00 -MPS10 -400 Series C &C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Hei•ht 10 0 -15ft t. +401 -44.0 +40.6 -44.6 +41.1 1 ft 17 ft DESIG 15 / 20 - 42.4(, -41.6 +39.0.. +38.2 -43.0 +39.5 N PRESSURES (PSF) - ZONE 4 Tributa Area 25 -43.5 +40.0 +38.8 -42.8 +39.3 -41.6 +38.2 -42.2 +38.7 -41.1 +37.7 -41.7 +38.2 -45.1 -44.0 -43.3 -42.7 -42.2 +41.6 +40.5 +39.7 +39.1 +38.6 -45.7 -44.6 -43.8 -43.2 -42.7 +42.1 +41.0 +40.2 +39.6 +39.1 20 ft -46.2 +42,6 -45.0 +41.4 -44.2 +40.6 -43.6 +40.0 21 ft +43.0 -46.6 -45.5 +41.9 -44.7 +41.1 -44.1 +40.4 22 ft -47.1 +43.4 -45.9 +42.3 -45.1 +41.5 -44.5 +40.8 23 ft -47.5 +43.8 -46.4 +42.7 -45.6 +41.8 -44.9 +41.2 24 ft -48.0 +44.2 -46.8 +43.1 -46.0 +42.2 -45.3 +41.6 25 ft -48.4 +4.6 -47.2 +43.4 -46.4 +42.6 -45.7 +41.9 26 ft -48.8 +45.0 -47.6 +43.8 -46.8 +42.9 -46.1 +42.3 27 ft -49.2 +45.3 -48.0 +44.1 -47.1 +43.3 -46.5 +42.6 -43.1 +39.5 -43.6 +39.9 -44.0 +40.3 -44.4 +40.7 -44.8 +41.1 -45.2 +41.4 -45.6 +41.8 -45.9 +42.1 28 ft -49.5 -48.3 -47.5 -46.8 -46.3 +45.7 +44.5 +43.6 +43.0 +42.4 29 ft -49.9 +46.0 -48.7 +44.8 -47.8 +43.9 -47.2 +43.3 30 ft -50.3 +46.3 - 49.0 +45.1 -48.2 +44.3 -47.5 +43.6 32 ft 35 ft 40 ft 45 ft -51.0 +47.0 -51.9 +47.9 -53.4 +49.2 -54.8 +50.5 -49.7 +45.7 - 50.7 +46.6 -52.1 +47.9 -53.4 +49.1 -48.8 +44.9 -49.8 +45.7 -51.2 +47.0 -52.5 +48.2 -48.2 +44.2 -49.1 +45.0 -50.5 +46.3 -51.7 +47.5 -46.6 +42.7 -47.0 +43.0 -47.6 +43.6 -48.5 +44.5 -49.9 45.7 -51.1 +46.9 -52.3 +47.9 -53.4 +48.9 -54.3 +49.8 50 ft +51.6 -56.0 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 55 ft -57.1 +52.7 60 ft -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 It 42.7 +39.1 43.1 +39.5 43.6 +39.9 44.0 +40.3 44.4 +40.6 44.7 +41.0 45.1 +41.3 -45.5 +41.6 42.3 +38.7 42.8 +39.1 43.2 +39.5 43.6 +39.9 44.0 +40.2 44.4 +40.6 44.7 +40.9 -45.1 +41.2 42.0 +38.4 42.4 +38.8 42.8 +39.2 43.3 +39.5 43.6 +39.9 4.0 +40.2 44.4 +40.6 44.7 +40.9 41.7 +38.1 42.1 +38.5 42.6 +38.9 43.0 +39.2 43.3 +39.6 43.7 +39.9 44.1 +40.3 44.4 +40.6 50.6 +46.4 -51.8 +47.4 -52.8 +48.4 -53.8 +49.3 -50.2 +45.9 -51.3 +47.0 -52.4 +47.9 -53.3 +48.8 -49.8 +45.5 -50.9 +46.6 -52.0 +47.5 -52.9 +48.4 -49.5 +45.2 -50.6 +46.2 -51.6 +47.1 -52.6 +48.0 EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 5 eight 10 15 20 25 30 35 40 45 50 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 16 ft *., -54.4 +40.6 -52.2 +39.5 -50.7 +38.8 -49.5 +38.2 -48.6 +37.7 -47.7 +37.3 -47.0 +36.9 -46.4 +36.6 -45.9 +36.4 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -57.6 -55.3 -53.7 -52.4 -51.4 : e "- 49,8.,, ;49.2 -48.6 +43.0 +41.9 +41.1 + i c . ,_ °v,- +38.5 22 ft -58.1 -55.8 -54.2 5n r Ir ., 6 -49.0 +43.4 +42.3 +41.5 + a : M.- "'° 9.2 +38.9 23 ft -58.7 -56.4 -54.7 5~•.5 s ^x,550.1 -49.5 +43.8 +42.7 +41.8 + + • - 5 +39.2 24 ft -59.2 -56.9 -55.2 53:9* .- �= -.e., .2 0:6" -50.0 +44.2 +43.1 +42.2 +41.6 +41.1 - +IB . +I0..2 +39.9 +39.6 25 ft +44.6 +43.4 +42.6 9" 3 + Q 6 ... . 9.9 26ft -60.2 -57.8 -56.2 -54' ' . `, -;1.4 4 -50.8 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 ,28 ft ;. -61.2 +45,7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 30 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +44.2 +416 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46,6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 -64,9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1, TABLES ARE INTENDED TO ate" " fH DEFINED AS THE CRI CAL-CON q' USE OF CRITICAL CO 2. TABLES VALID 0/1! 3, TABLES VALID F LESS THAN 10° SHA 4, IDENTIFY THE B CANNOT BE IDENTIF 5. ALWAYS ROUND 6. CALCULATE THE TR10UTJV THE SPAN LENGTH (HEIGHT) MUL' THAN ONE- THIRD„a, SP�A!! GT, OPENINGS ONLY- AREA OF AN OPE MRH5__60' BASED ON Kd = 0.85 E'WORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. ITH THESE TABLES, ROOF HEIGHT AS LIMITED ABOVE. , APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION, OF HEIGHT. IF THE MEAN ROOF HEIGHT HT. BLE VALUE OR CONSERVATIVE ASSUMPTION. E OP NING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS )THE AREA BETWEEN STRUCTURAL URAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER BE USED, ALWAYS RO _ TRIBUTARY AREAS THP(i}Y' = SH "D; f= '0.RGEST PUBLISHED VALUE, 7, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18, VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN I5 BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY, THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY, 3, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING, THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ROWING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE ,HEREIN A - ^ATED,,,AND VERIFIED BY THE GOVERNING BUILDING DEPARTM:4�;��° ND nF }}' m`; ' 4RRANTY FOR APPLICABILITY OF TABLE VALUE USE I5 OFFER 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATION 8, EXCEPT AS EXPRESSLY P ER ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES, TEM ORDINANCES, ITY OF THE HOST STRUCTURE. IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. r " a= 10% OF LEAS QM. DIMENSION OR 3FT (1 ): 0 '° k act OF LEAST .If1 QUESTION. CONSULT L AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES :NOIldII17S3O 39tld A m z H In O COPYRIGHT FRANK L. BENNARDO P.E. REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 ; ng Code Online Busines Professt 13CI5 Home L09 In Ikeene Ackley. Rigutote lakly. P EMEPOEIIC $.1.ANAGEM # OFFICE or BECAETAIR's User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 1 BCIS Site Map Unks Search :17" Product Approval /USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL14569-R Affirmation 2010 Approved .1ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcCjeld-wen.com Janet Gerard fbc@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Ad d ress/ Phone/ Em a i I Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld -wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://wmv.floridabuilding.org/pr/pr_app_dthaspx?param=wGEVXQwtDquxTVI3jriRcYgo/02fDEHW1XNZWHXG1k9nWOqrT5FDOsQgaoQ%3d0/03d(3/19/2012 8:44:27 AMJ Florida Building Code Online Documentation from approved Evaluation or Valida Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 0I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. on Entity 0Yes ONO ON /A fl 14569 R2 COC SA14569 signed and cert odf Method 1 Option A 12/16/2011 12/16/2011 12/18/2011 14569.1 Steel, Wood Edge Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer instructions as stated on drawing 3W050903 tcription . 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing - LMI Certification Agency Certificate Fl 14569 R2 C CAC NI006755- R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions FL1450 R2 II ]W0509- 03.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FI 14569 R2 AE PER 1398 6- 13- 11.pdf Created by Independent Third Party: Yes Contact ua ;:. •4i Ne .r • 7 Phone: 850- 487.1824 The State of Florida is an AA/EEO employer. f:oovrighr 2007 -7010 State of Florida, :; privacy Statement :: Accessibility Statement :: ,Refund Statement Under Florida law, e-mail 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor state fl us Product Approval Accepts: kit http: / /www,floridabullding.org /pr /pr_ app_ dti. aspx? param= wGEVXQwtDquxTVB] riRcYg% 2fDEHW1XNZWHXGIkgnWOcirTSFDOsQgaoQ %3d %3d[3/19/2012 8 :44:27 AM] Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM OW INC. AND ENDURA PRODUCTS INC. m 37 1/2' MAX. FRAME WIDTH -� 35 3/4" MAX. PANEL WIDTH • K . 15T TAS25794 ASTLIE TAS 55344 A5Td1E28t4-91 0000 SCk7KS 8v OTHERS.. MUST SE: ANCHOR O PROPERLY TO TTIANSFER TOADS TO 7145 S: PUCTLRE. 75105451.14055 SHALL & 42 L.'S €EOAkOSPRC--1D AS 5O0591.4$ flETA7 . 04.54TWENT 70 BASE W .€R14 StifiLL f BEY! i WALL 04522477) [5:425 PP SSIME RATING .5r.?: 74854 ?: 5554 1S T45 WATe6 a6C OR €aiENTS ,-0.444C44 r"1 c5 Y E SRt.`775,R5 RES.iDER'T1AL 1751) TE0 S". i Eel. DOOR rCornator to a8 frame mex421.11 DOOR LEAF COSST RUC.7/0AL 4 GA /5.x321 444n: ;h 1.k':eSS. G&°4,11550 S1Eel A -525 afih' AKDQ per 45510 625 w It average 7 psi. -ue avfyahYrne Min i 0 ro 1.25 Ras *resift, or ✓pM -Wen ar The acne ary n•wc-tive pe44Is are 0^4700 514om 74 GA biz 0.05 The Min sheers at top wR! :«r. as bent .547) cver The xp .ail rnaas..ms 1 C high s. 1..Ear Wide, The steer' r hips a 1588" wide. The 5445 U the face snex5 so; raft 'npe sties w#51N r^eeswe ?_ hicel 1 1.$98' *4516 ra*naeo p01rs!yrena The race sheets fie gh,ea to the panes are Cvt o✓1 woe w0- pie202 ODL Nufnerfir ere w+'.8 simperen arm 4r inalne rte-' 1. 45. On ia<7.40a 5 E:4tua. cons acted o* ling oirle0 pine /amts Arabs are mortiseo aid butt jcerea to • 3 7064 ''6-c JWT X2 "/dog to Cie skirl (011 1 eta" A 716 " aura t x 2" s(01% S OR eae, lr4001e41 516 is 1' ocpraR ,•.h+r.Nr'rress. ctursistvrg OT one (1) 9/607 C.5" air 977scs: iwv 42) pane3 Of 5125" Pit i3 erAware, by Sci:A1 -i. Ar' leas are sarden'onea (EF ASTRAOSL BOLT 170.4 DOUBLE 0iUTSrINC UNIT (XX SCALE: r/T 1 -0" ALL DOOR MOOCI.S ARE VIEWED FROM THE EXi .013.„ 11iE 7A 51.55 .'.'c`SIGN Pt 'ESSURE RASI G /f,'+ff t :?3CiNf.D FCUiF7 4T 5 f#'?£YTEC'K#e EC3F.'A'P.TEk e #Fa..11T&71p.4 � kC� i�.Efl NEGt "R£ 4P$F Ofgrtally signed 1 Alex Spyrce Reason. am acprownq Ms document Date: 20/1 10 07 09:01:48 - 04'00 NOTES: 1 - ALL V1EVS FROM EXTERIOR, 2 - FOR HORIZCNTAI. ANCHOR IN 1 X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS, 3 - FOR AR/IOWA r6rOR IN IX BUCK OPTION IN FOR DETAILS. 2 1 .__G` 7___._] !An 44:11117,3311117. igaratail ie 3.+!T?� 1/4.. MAX, SHIM THK, E11Ck...,. tifiltahztv AI SEE L A 7 DETAIL A Siff. 7 .iir�•.'s:.as f7C' G n X � NOTES. FOR TAPCt1fi MASONRY AND WOOD SCREW ANCH SPACING (IT ttS 5 & 134), SEE SKEET 5. OR VERTICAL ANCHDR 1N 1 X BUCK OPTION IN ONRY/CONCRETE. SEE SHEET 4 FOR DETAIL OPTIONALLY, ANCHCR CAN BE PLACED IN NARRO SECTION OF HEAD OR JAMB AS LONG AS MIN €MU EMBEDMENT LS ACHIEVED. 1/2" MIN_ .M3. ASTALEA, / ©N ALE` a7s_d alfzIa0410,A.La . FitlaattraS AVE. SI, 4,31 Vai.17 {d..a,OK,,R =Iii a czar. atnx 110 15.1 E311314:0 1/2. 0 1 04343 u INIVIIK 0 C S T4 CRS SAVOR YIP VOD 4 (SCALD' 6- .4.-0-) 1 1/4. 1/4- I. SE WAX G SKF. 6 SEE DETAIL A - SI.�T 7 ( 4110. .ccose 2 27 D WKAL. WM:A? SPAVNG ocr88 smirr 8. row or *. sown) rr, Loa., AND CEADOOLY SE RATES 40.110 /Q AstRAGAL 1Th ADJusTiaL odir ALA: MTh PurEs nova! la r PHALPS FLAP ,01.7 WOO ooranis 8 stesract tAsTra•G uo, ,mtizr °nw, i/76 outoer TPt ro8 WM*, mA$0Aor, Amo r.00D sc&w SPOONG MOS 11 1.7*X. SU 5 D 41/40,0R " ,„ evov G477011 44 MASPAY/GDWREIE. SU SHUT WAILS. CePONAU.,r, AvENGP .--"" AS .1111WIA Lief omi8% C330fapAN, *Vara SS OF .8.Ao 4.Ai0 L • .911 tjTATE Of `'ION 't 41: Cafration No. ji 00‘,2 Rev*" By fob, ALF= ffIlkau RONDA f.E.1,40.51M41 ttlfftWAKS.LS.C« 127 if POMO AS9K2 Awf.... AIL os wActERA.Aket ws% FOPIE CER7 Cf rtf PK, 24518 oF 7 1• m. - ---I S4 4 7466 607E66 764. FOR OPC011 16442721r1 MO 1/C00 sativ ANCNOR SPACING 6(1:165 /5 * 134), SEE 4S ■••=, sHaT 7 1111 , Co'nOw6.6.4r, ANCPOP 6.46•46,666 649F214 —4 I" 221. WM. c) rviriali. rivals SPLTION ,TYP 0P:14TM UNIT' IX BUCK OPTION IN AUSONRTXDArRITS '/2 1412. 006. ccocRE-rti wAsoror• er arK-Rs OPTIONAL MASONRY/CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB acEnS SPW teadOa *E. No, ailv- cEara0.5, cat, 1 Falfi0A.KS vt, lat•trta POI* Ft Ma& CaNt. O 6.1mt No, aisaa :4.4 46-1 Minim 10 NAM Al 100 G. ZS-C- R Ai‘7 Certfare No 'wed By: Date REvemi 004 ANC1-10P. 0 EXTERIOR SIDE Erat01 DRILL 3/8" ASTRAGAL RETAINER BOLT HO-E THRIJ FRAME/MASONRY x 1-3/8" DEEP 44 e •14e 4* 3" L. 3/8" ASTRAGAL RETAINER T MOLE Hft ii-LRESHOI,DIMASONRx x 1-3/8" DEEP "14 I.. SCA FOR SILL r -o- "0 DETAIL B rHoorpocr STRL10E PLATE FOR HEAD SCALE 5" =I' DETAIL C sr,Roa- &Aug yr) JAKBS SCALE 7/8" =-I'-0" DETAIL STRIKE PLATES TO ASTRAGAL SCALE. 3/2r 1 2' x 1/4 CU—D SPACER 1/2' MR SP J.O9O PVB iNTERLAYER SOL L/T1A (GA i08-0ZO8 31 DETAIL F - ENDURA ASTRAGAL FASTENER SPACIIC USE dear PPR FS SCALE. NTS Certfration No -Aftrkiriffola 5/ B' GLASS__, BITE 8' ANNEALED DETAIL G - 0 CLAZIAV DLTA ess* #.1.t.3145riletp.f Pa:WM.5,1_ fe. teRIVORKS. kat- 177 tat_ F.Ws8Atiott kn.. ref_ a. wettetPARK. 01. V19,04 (MK cram or AMC WI- IMO 7 4 9/16" 9 3 4 9/16" 1— 2 3/16- —1/i6 (Min) INGERJOINTED PINE SCALE 6° 4.-r-cr. '7"Z fffM 4s4x12 GA, SCALff 6° C)GOMPRESSION FEATIfEBSTRIP 09-650 SCALE- 6' /-O" 2 1/2' 1/8 0 17 SCA 7; K BLOCK - WOOD SCALE 6- --r-0" ASTRAGAL HOLT Aar- C/R STEEL ROD ce,,ZIPC YELLOW CHROMATE srAis: r -r-o- 3/16 C -SINK — CIF 1- uSE #1C WOO.: INSTALLATION SCREW W/ 1 1/2" MIN, ENEEDMENT WHEN INSTALLING INTO WOQC SUBSTRATE AT HEAD & JAMBS, 2-USE #8 x 2 1/2 FH WOOD SCREW WHEN tNSTAU_ING INTO NUL/IONS 3 - USE 3/16 ITW TAPCON ANCHOR W/ 1 i/4 hII& EMBED. ANON INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SC A MIN CALF' 6" =V-0" =41 /kfi 'P 5'C \9 ATE OF 'ff7/;/-il ALE= SiWYS400 LoPfOk PE- NO /01 conwomis AL ,s'f, W FA:MAWS kit MO* **MR Pang FOPii 0460 Of latTit,10-28420 Mida, 7 OF 'I'fftar44.0°‘ CertWorks ... it works FBPE Certificate of Authorization No, 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644,2366 FX info@certwrks.com Product Evaluation Report of Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74" x 80.75" Prepared For: Jeld-Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages 1 —4 Installation Details Pages 5 & 6 7.* TATE OF 1/ 1.\! Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.06.13 15:37:29 -0400' or Alexis Spyrou, P.E. Florida No. 68101 CertWorks u�s�w�oU��� WE Certificate a Authorization No. oazu FL#: FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer: JeW'VVen|nc. Product Category: Exterior Door Assemby Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9m'3.005 (1)(d) Product Name: Wood Edge Impact Glazed Stee Outswing Door (Impact) 74" x 80.75" Scope: limits of Use: This is a Product Evaluation Report issued by Alexis 5pymvP.E (FL #581Vq for Jeld-Wen Inc. based nn Rule Chapter No. 9N'3.005 Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Buikiing Commission. Alexis Spyrou P,E. does not have nor will acquire financiai 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 evauated for use in locations adhering to the 2007 Forida Buitding Code. See Installation Instructions JVV05O9-V3, signed and sealed by Alexis 3pyrou,P.E (FL #GD1O1)for speciflc use parameters, I. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Nurricane Zone" (HVHZ). Z. Product anchors shall be as Iisted and spaced as shown on details. Anchor embedment into substrate material shall be beyond waU dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the detatis of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertW ks F8PE Certificate of Authorization No. 28520 pL#,FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Buliding Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization IIQUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TASZOl-94 • TAS202-94 • rAS2O3-94 • ASTM E 330-02 • ASTM E 283-91 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (F8C Organization 4T5T158g) Report #: NCTL-210-3195-1, Report Date: 04/28/2005 Report #:5]VVZUlI'O70 Report Date: 06/03/2011 Report #: NCTL-210-3195-1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (F8[ Organization #:[EK1773) Certification #:N|006255'R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA It: 08-0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis 5pv,vu,p.s. Florida No. 68101 Page 3 of 5 CertWorks m=v�o���oUks -ammnks FBPE CerUfjcate of Authorjzation No. 252D FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient Iength to acheve a minimum embedment of L50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), nonstructurat, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient Iength to achieve minimuni embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Toucan type concrete screw anchors of sufficient length to achieve minimumembedmentofI25^imocuncreteormasonry. Refer to Installation Instructions (.1W0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive Negative Alexis SpymuKE. Florida No. 68101 Page 4 of 5 CertWorks . it works F PE Certificate of Authorization No, 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door Alexis Spyrou, P.E. Florida No, 68101 Page 5 of 5 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127W(Fairbanks Ave, Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contuct@bvi|dingdpops.00m December 12, 2011 TO: Whom It May Concern FROM: Alexis Spyrou, P.E. RegIstered Fiorida Professional Engineer #68101 MANUFACTURER: JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: F1.14569-R1 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Sxvn0lngExteriorQoprAunemb|/es SUBJECT: Product Conformance to the 2010 Florida Buitding Code Dear Sir (Madam), 1 have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced teststandards'andessociatedonciUarytestsasnutedinthe currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concuded that no revislons or changes to the referenced nced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code, Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. 14569.1 3VV0509-03 1398 _ N1005255'R4 09/30/2013 TAS 201-94 TAS 202-94 TAS 203-94 To the bes of my knowtedge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance progr m currently approved by the Florida Buliding Commission, Page 1 of 2 BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.16 16:29:10 -05'00' Page 2 of 2 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1006255-R4 10/14/2005 S;ructuKitl J41):-V1TN J-104-3 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification,com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION TAS 201/202/203-94 _ . JELD-WEN Exterior Doors JELD-WEN's "Steel Wood-Edge" Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors Klamath Falls, OR 97601 w/ODL impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: 1G-0.125" Temptered Glass/ Laminate- 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass . Frame: W- 6'2" Panel: W- 3'l" DLO: W- 110" 11- 6' I" H- 6'7" 1-1- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3195-1 (StructuraU Impact)/ N CTI,-SJW2011 -070 September 30, 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684-5124/ FAX: (804) 684-5122