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WS-17-2196 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-288805 Permit Number: WS-8-17-2196 Inspection Date: December 19, 2017 Permit Type: Windows/Shutters Inspector: Alvarez, Manny Angel Inspection Type: Final Owner: PIERRE, LUC Work Classification: Window/Door Replacement Job Address: 17 NW 110 Street Miami Shores, FL 33168- Phone Number Parcel Number 1121360030630 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments CHANGE OUT 1 DOOR (NO SIZE CHANGE) Infractio Passed comments INSPECTOR COMMENTS False REPLACED WS-1-15-127 Inspector Comments Passed D Failed El Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 20, 2017 Pagel of 1 Permit NO. WS-$-17-2196 �eNO1 s L,� Miami Shores Village Permit Type:Windows/Shuttem 10050 N.E.2nd Avenue NW ' orkClassification:Window/Door Replace Miami Shores,FL 33138-0000 Pen Permit Status:APPROVED Phone: (305)795-2204 F�ORiOp' issue Hate:9/18/2017 Expiration: 03/17/2018 Project Address Parcel Number Applicant 17 NW 110 Street 1121360030630 Miami Shores, FL 33168- Block: Lot: LUC PIERRE Owner Information Address Phone Cell LUC PIERRE 17 NW 110 ST MIAMI SHORES FL 33168-4318 Contractor(s) Phone Cell Phone Valuation: $ 1,168.79 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT 1 DOOR(NO SIZE CHANGE) Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-8-17-65037 DBPR Fee $2.00 09/18/2017 Check#:26315 $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 08/30/2017 Check#:26306 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,ME ANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID ify th II a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction,a g. F the a u#TaV the above-named contractor to do the work stated. i September 18, 2017 orized Si ture:Owner / Applicant / Contractor / Agent Date But ding Department Copy September 18,2017 1 �y Miami Shores Village RECEIVE[ Building Department AUG 3 0 7017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 0 Tel:(305)795-2204 Fax:(305)756-8972 �� INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q BUILDING Master Permit No. VQ 7BU MITAPPLICATION Sub Permit No.ILDING ❑ ELECTRIC ROOFING REVISION F-] EXTE ION :[2<ENEWAL PLUMBING F-] MECHANICAL PUBLIC WORKS CHANGE OF F-] CANCELLATION CONTRACTOR DRAWINGS JOB ADDRESS: 1-7 N W f (jo S l 2 -C 1 City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: a J L a e5 3 a 6 3() Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: i OWNER: Name(Fee Simple Titleholder): L"U ► ( �R Ic Phone#:7'k(o Address:_ ( `7 n j,y" City:L_'1 i !q M e S State: �L. Zip: Tenant/Lessee Name: Phone#: Email: / c �/ CONTRACTOR:Company Name: o./ 1F 60 � R��GI�i 2 t-I �)� Phone#:5tc�' D JAS 70So� Address: Th �� Aj City: E/ State: 11' Zi P:33 V Qualifier Name: � f -w C-5 j ry j.S Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New pair/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) 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 MA) RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENS 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 low 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. Signature Signature y OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20_ ) .by day of 20.. by 1-(1 C Pi 10,614Q who is personally known to (i1,W1>°. _ I Q(, who is personally known to me or who has produced_�t` D- L• as me or who has produced as identification and who did take an oath. identification and who did'take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig . Sig Print: G Print: Seal: =o�PR...ec ANGE NG gv a MY COMMISSION#FF 951069 Seal- =o`P• .B% ANGELAY NG EXPIRES.Apr l 12,2020 MY COMMISSION#FF 951069 `_of =onded—cr oudget Notary Serro°s N9 ° EXPIRES:April 12,2020 Fr�F pvoQ" Bonded Thru Budget Notary Serrces APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) fi (RNs O APPS ) ��,-� Miami Sores Village Building Department L 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 BY - kFSC 20 l_0 BUILDING Master Permit 7SUMILDING IT APPLICATION Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION i4ENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OFN SHOP CONTRACTOR �� DRAWINGS JOB ADDRESS: ... City Miami Shores County:_b4_17,6 Miami Dade Zip: 3 •J 105" c5 Folio/Parcel#: I I - -113 w • �� '0(c SCJ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: II FFE: OWNER:Name(Fee Simple Titleholder): L.V C`_ i'f f ! _ Phone#: S-ln-L-f�-7 70 Address: 1"I A-) l,y t l L7 51__ City: y , Ca-)m i State: ' C-- Zip: 331 �0 _ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: r-� '�G: �` " Phone#: Address: City:3 0( `�i _\: C CSR State: di Zip: Qualifier Name: Z�Cxr-"4Z-- S 1 ? �� ! L Phone#: r ' State Certification or Registration#: C' - r�.��.� ?�) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �7 City: State: Zip: jValue of Work for this Permit:$ f) , ! Square/linear Foota a of Work: Type of Work: El Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: (- '� � (01 '!C� t�� S l.A_� Specify color of color thru tile: Submittal Fee 0 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$ co , (Revised02/24/2014) `�. Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address _ City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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 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 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." CA� Notice to Applicant: As a condition to the issuance of a building permit wRuavolue 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. r ����i-- Signature Signature_ W NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 201.7 by day of o� n . 20 , by h�.s_ i orrsonall known � �oS �_ � �5 who is personally known to 600 who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: AWJM6,_7 Sign:.. Sign: Print: J10it A asbo 1/150-1 Print: Seal: Y. Seal: :'� ,i hkowf,61Ye A MY CO SSION t#EN04A 11 E188835 Dolt Da Costa Robinson nl 12,2018 MY COMMISSION k FF162993 "'- .. EXPIRES Ap A EXPIRES:September 24,2018 14071398-0l59 Fla&Iallotary�_'eom APPROVED BY ` fS Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFPd%E OR T Y# m%r.%m' A I S E r ft THE P1041k 00A Arri n Summary Report Generated On:10/1/2014 Property Information Folio: 11-2136-003-0630 Property Address: 17 NW 110 ST Owner LUC PIERRE&W SOLANGE + 17 NW 110 ST Mailing Address MIAMI SHORES,FL 33168-4318 8 Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT i Beds/Baths I Half 2/1/0 Floors 1 Living Units 1 _ Actual Area 1,684 Sq.Ft Living Area 1,119 Sq.Ft Adjusted Area 1,440 Sq.Ft Lot Size 9,150 Sq.Ft Taxable Value Information Year Built 1943 2014 2013 2012 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2014 2013 2012 Taxable Value $41,106 $39,760 $38,260 Lan Value $98,074 $44,981 $44,981 School Board Building Value $97,632 $97,632 $108,701 Exemption Value $25,000 $25,000 $25,000 XF Value $1,465 $1,482 $1,663 ___ --- - Taxable Value $66,106 $64,760 $63,260 Market Value $197,171 $144,095 $155,345 City Assessed Value $91,106 $89,760 $88,260 Exemption Value $50,000 �50 $50,000 Benefits Information Taxable Value $41,106 $38,260 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $106,065 $54,335 $67,085 Taxable Value $41,106 $39,760 $38,260 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Price OR Sale Book-Page Qualification Description Board,City,Regional). 02/01/1991 $0 00000-00000 Qual by exam of deed Short Legal Description 11/01/1988 $70,500 13911-2413 2008 and prior year sales;Qual by exam of deed MIAMI SHORES EXT PB 430 LOT 31 BLK 220 07/01/1973 $39,000 00000-00000 2008 and prior year sales;Qual by LOT SIZE 75.000 X 122 exam of deed OR 15048-250 02914 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1 of 1 10/1/2014 10:16 AM =_� w SPECIAL SERVICES CUSTOMER INVOICE Page 1 of hit}. 6 22-267682 Store 6322 N IvIIAMI1BISCAYNE Phone:(345)981-2959 12455 BISCAYNE BLVD Salesperson:LM(y14L1 - MIAMI,FL 33181 Reviewer: Name HOW.0 Pncm REPRINT • PIERRE DAPHNIE (786)427-7013 Ad"1915 17 NW 110 TH ST `IC&Phone Co'npany Name "2T02015 • C'tyMIAMI 1ob°"`"�°" READY TO SELL 2014-10-41 49:12 sure FL Lv 33168 cc""y MIAMI-DADE INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY oldtsc somershttolimitthequan'liesoimerchandise REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY I UrA DESCRIPTION PI TAX P . �A EXTENSION R02 0040-155-440 3.00 EA 1X6-8FT PT WEATHERSHIELD A o $5.17 $15.51 R03 0000-168-335 3.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD $5.57 $16.71 R04 0000-252-677 21.40 LF 1-114 X2 PFJ WM180 BRICK N $1.63 $34.23 A05 0000-225-556 1 24.001 LF 11116 X3-114 PFJ LWM445 CASING kA Id 1 $1.151 $27.60 S10-MDSE TO BE DELIVERED. REF*S06 EST IVAL DATE: 1 412812 0 1 4 P.O.#22504356 REF# SKU QTY I UM DESCRIPTION Pt TAX PRICE EACH EX7$321-79 NSION 50601 0040-665-663 1.00 EA NA I ENTRY STEEL DOORS ENTRY DOOR L F ENTRY STEEL A N $227.74 $227.74 DOORS ENTRY DOOR LEFT 37.5 X 80.7 a •Wt DELIVERY INFORMATION: IDELivgRY DATE:INSTALLER WILL SCH INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION# Af9WE Of INSTALLATION. NOTE: UPON RECEIPT OF ALL SIO,MERCHANDISE-I VVLL CALL.CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 EF# 101 "}CONTIN D ON NEXT QE"' Check your current order status online at wwvr,homedepot.comlorderstatus IPL . � Page 1 of 5 No. 6322-267682 Customer Cop SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PIERRE Page 2 Of 5 Na, 6322-267682 ESTIMATED INSTALL BEGIN DATE: 09/30/2014 ESTIMATED INSTALL END DATE: 1013012014 MERCHANDISE TO BE INSTALLED: REF# SKU QTY I UM DESCRipTlON R02 0000-155-400 1 3.001 EA 1 X6-8FT PT WEATHERSHIFLD R03 0000-168-335 3.001 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD R04 0000-252-677 21.00 LF 1-114 X2 PFJ WM180 BRICK R05 0000-225-556 24.00 LF 11116 X3-114 PFJ L►�VM445 CASING 50601 0000-665-683 1.00 EA ENTRY STEEL DOORS ENTRY DOOR LEFT 37.5 X BASIC INSTALLATION LABOR: SKU DI=SERIPTION QTY UM TAX PRIGE EACH EXTENSION 0000-523 EXTERIOR DOOR FL-NATIPRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTlHAUL [)ESCRIPTION 4TY UM TAX PRICE EACH EXT€NSItIN AWAY OF EXISTING DOOR PER DOOR OPENING I 1.00 EA N 15.00 15.00 ALL PEEP HOLE ON NEW DOOR CUSTOMER PROVIDES 1.00 EA N $1b.00 15.00 CUSTOM LABOR SELECTED INCLUDES: OPTIOAi DESCRIPTION 1.00 UM SAX PRICE EACH E]CTENSI{lt� 2 REMOVASL 8�HALAWAY BAR DOOR 1.00 PA N 5.00 75.00 3 BOX PREP 1.00 PA N 125.00 $125.00 I.�'t`AL>:ATI©N.SIT€NAIill1=: PIERRE DAPHNIE INSTALL LABOR CHARGE: $517.00 TRIP CHARGE, $0.00 ADDRESS: 17 NW 110 TH ST CITY: MIAMI STATE: FL ZIP: 33168 CREDIT FOR DEPOSITIMEASURE: 0.04 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX:Merchandise- N LABOR- N mmi i INSTALL TOTAL21E�,� 517.00 PHONE: 786 427-7013 ALTERNATE PHONE: 786 427-7013 BASIC INSTALLATION LABOR INCLUDES: `PRE-INSTALLATION JOBSITE INSPECTION OF THE NEW DOOR WHEN THE CASINGITRIM IS THE SAME SIZE OR `DELIVERY WITHIN 30 PAI LE 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-HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR(FOR LARGER -INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND STUCCO REPAIR,SEE OPTOIyS) CAULKING 'PRE-HUNG DOOR UP TO 7ZX96INCLUDES DOUBLE DOORS AND DOORS INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS •*"CONTINUED O NEXTPAGIE Page 2 of 5 No. 6322-267682 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE -Continued Last Name; PIERRE Page 3 of 5 No. 8322-267682 INSTALLATION#11 (Can6nued) AEF#141 APPLICABLE)ON NEW DOOR(CUSTOMER PROVIDES) 'FINAL CLEANUP OF ALL DEBRIS RELATED TO INSTALLATION 'ADJUST DOOR TO ENSURE PROPER OPERATION 'FINAL INSPECTION'NITH CUSTOMER INCLUDING INSTRUCTIONS ON 'DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AN WOR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR 'INSTALL NEN!INTERIOR CASING:AND EXTERIOR TRINVBRICKMIOLD UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMSPNIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER,DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN 4',PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS 114STALL ALL AMERICAN DCORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HLING DOOR UNIT SPECIAL NOTES: IF YOU HAVE AN ALARM SYSTEM,YOU MUST HAV E IT 'ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS.ALSO,IT COMPLETE THE JOB ANDIOR BRING THE INSTALL INTO COMPLIANCE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL ANDIOR STATE CODES `ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA 'IF UNFORESEEN LABOR 15 NEEDED TO REPAIR DAMAGE FROM WATER. IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES,ELECTRICAL OR PLUMBING PROBLEMS,THERE IS AN ADDED THE INSTALLER'All LL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE 7H REPAIRS. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE -CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING RESPONSIBILITY OF THE CUSTOMER. SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES 'AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE 'REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE MAINTENANCE INFORMATION. INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION 'THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR 'ALL BREAKABLES ANWOR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE,IN VIOLATION OF STATE FROM THE WORK AREA PRIOR TO INSTALLATION OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS 'CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA END OF INSTALL#? ••"CONTINUED ON NEXT PAGE Page 3 of 5 No. 6322-267682 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PIERRE Page 4 of 5 NO. 6322-267682 INSTALLATION #2 REF# 108 ESTIMATED INSTALL BEGIN DATE: 0913012014 ESTIMATED INSTALL END DATE: 1013012014 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM. TAX PRICE EACH EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 0.00 EA N $0.01 $0.40 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM ITAXI PRICEEACH ACH EXTENSION 5 1 PERMIT AND ADMINISTRATIVE FEE OTY X$1.00)/ 33o.00l EAJ N 1 $1.00 $330.00 INSTALLATION SITE AIAMIE:I PIERRE DAPHNIE INSTALL LABOR CHARGE: $330.00 ADDRESS: 17 NW 110 TH ST TRIP CHARGE: $0.00 CITY: MIAMI STATE: FL ZIP. 33168 CREDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: MIAMI-DADS SALES TAX RATE: 7.000 TAX:Merchandise- N LABOR- N j $330.00 PHONE: 786 427-7013 ALTERNATE PHONE: 786 427-7013 BASIC INSTALLATION LABOR INCLUDES: 'ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL FEES, ERG INEERING,N)IND LOAD CALCULATIONS,RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER_ POSTAGE AND ADMINISTRATIVE)- 'DELIVER DMINISTRATIVE)_'DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE 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 WITWN 72 HEIS.WILL BE REFUNDED [ END OF INSTALL 02 Page 4 of 5 No. 6322-267682 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: PIERRE Page 5 of 5 No. 6322-267682 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id(PI): 41:1114-M 1 i 68.79 A.90 DAYS DEFAULT POLICY••NNNNNNNNNN«NNN«.MNNNNNNN�.NNMNN.NNNNiNNN SALES TA TOTALL $1168879,79 BALANCE DUE a.oa 'The Home Depot reserves the right to limit/deny returns. Tease see the return policy sign in stores for details.' 7 END OF ORDER No.6322-287682 i i i Page 5 of 5 NO. 6322-267682 Customer Copy V 4�7 JAN 277 015 BY: 36" X 80" Mi mi Shores Village AP ROVED BY DATE w REPLACE DOOR IN 1 OPENING ONLY. ZONING DEPT NEW DOOR TO BE IMPACT RESISTANT- BLDG DEPT 2 �� HURRICANE SHUTTERS NOT REQUIRED. St 1Ll,IFCT TO COMPLIANCE WITH ALL FEDERAL S1 A FF AND COUNTY RULES AND REGULATIONS OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. I (N.O.A.#) POS. NEG. 1 36 80 20.00 1 4 1 38.2 1 -41.6 FL15558.1 66.0 1 -70.0 FRONT ENTRY-LSMI • • •..• ...••. •••... • •..••• • REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOOFJS NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INJT09r. CRETA.••.' .••••. 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 3 IN PIERRE RESIDENCE 17 N.W. 110TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA SITE INFORMATION: PIERRE RESIDENCE, 17 N.W. 110TH STREET, MIAMI SHORES, 33168 04/09/2012-4:42pm gabriels FA01 Project Files\ 2010-MPS\400 Wind Charts\ Reference\00-MPS10-400 Series C&C(Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH 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 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft)_ Roof Tributary Area S Ft) 1. TABLES ARE INTENDED TO 'FFl ORST CASE'PRESSURES.'WORST CASE'IS Hei ht 30 15 25 30 ti.45,, 5 fight SO 15 20 25 30 35 40 45 SO DEFINED AS THE CRI TIO WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO _ FOR ITH THESE TABLES. -43.4 -42. -41.6 -41.1 -40.6 -4 . .3 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID 0 Ll� F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39. +38.2 +37.7 +37.2 + 0-35 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F R L P .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHA B B INEER AS A SITE SPECIFIC CONDITION. 16 It -44.0 -43.D - -41.6 -41.1 _4'. 4 0':1 16 ft -54.44.IDENTIFY THE B L AVER OF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 + 6.6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF EAK T. 17 ft -44.6 -43.5 -42.8 -42.2 -41.7 -41. '3 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND LE VALUE TI CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI - E OP NING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD "RGT (j�F,I,la z ). THE AREA BETWEEN STRUCTURAL 18 ft -45.1 -44.0 -43.3 -42.7 -42.2 ' -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 r ! Is OPENINGS ONLY.. - lEYMRAL MULLS. [F THE TRIBUTARY +41.6 +40.5 +39.7 +39.1 +38.6 .2 + .3 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPE E, CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42 - -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS RO ``fD THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THH D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft -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 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -02.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49.2 -48.6 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 + + +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -4S.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -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. n, 22ft +43.4 +42.3- +41.5 +40.8 +40.3 +39.9 -+39:5 +39.2 -+38.9-- •22 ft +43.4 +42.3 +41.5 + j 9.2 +38.9 GENERAL NOTES: - .. -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 =58.7"-=56:4- -54.7. - A- 5 .5 0.1 --49.5 1. TABLES ARE TO BEUSEDIN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 + .3 +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 -5 .2 - -50.0 CRITERIA AS OUTLINED HEREIN. 24ft 2a ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41. 0.2 +39.9 +39.6 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 -S7.4 -55.7 �1,,i..-,�� .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 ft +44.6 +43.4 +42.6 .9 �4Y.4 + ,5 g,g 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 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -S4 1A -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 3.THESE CHARTS ARE NOT VALID AS ASITE-SPECIFIC DRAWING. THESE TABLES ARE 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 -S8.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 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.S -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR.ESRQ�_ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LIST E N (}ICT NO VERIFIED BY THE GOVERNING 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 + .2 + 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM RM OLDER. RRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -4 ,1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -S3.3 -52.6 -52.0 VALUE USE IS OFFER D 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 + 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS TION.IRE O I p ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -4 . 5"7 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE IG TIO F MATION AND APPLICABILITY OF THESE TABLE 30 ft +q6.3 +45.1 +44.3 +43.6 +43.0 + ,2 s .g 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IST B V - Y OT CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL .eRO TEM ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -4 . 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO ITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. W.I. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft ' a=10%OF LEAS RH, PEAK ROOF sampgG +47.9 +46.6 +45.7 +45.0 +44.5 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 HEIGHT -53.4 -52.1 -51.2 -50.5 -49.9 -49 - - -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALL OF LEAST HORIZONTAL 40 ft 17F.75 DIMENSION OR 3FT(1 QUESTION.CONSULT MEAN +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44,8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.-54.8 -53.4 -52.5 -51.7 -51.1 -50.6 �50.7� X9.8• -g9.5 • -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 ROOF EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46A +45.9 -W5.5t +45.2b *50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +4S.9 +45.5 +45.2 a ROOF -56.0 -54.6 -53.7 -52.9 -523 -51. -513 -0.9• . • %g.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 •57.0 v16.6 46.3 • +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.255ft -57.1 -55.7 -54.7 540 534 52 52 - 20 16 • 55ft -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I ® I 5 ® 4 a +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 +47.5 +47.1 a -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 -61.3 -60.6 ELEVATION SQ L61 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 •4a.• +48.4 48.01 •• 60ft •53.6 +52.2 +51.2 +so.4 +49.8 +49.3 +48.8 +48..41+48.0 WALL ZONE FIGURES ISO TRIC • 'a W REMARKS;• • TGSSSB D&TE U-n Q INIT ISSU • •• 3/05!12 2 6�O FLORIDA BUILDING CODE ENGINEERING =D o o z M m I d5 REV-ADJUSTED HEIGHTS 04/09/12 m ASCE 7-10, CHAPTER 30 ��_ DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 �oa � I1 • • i MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m I a -{ 'tn O a' THIS DOCUMENT b THE TROPERTNOF NPRJR L.BEM-IARD(! 0 c . Z PnPH:(954)354 0660 FAX:(954)354 0443 Z m z P.E AND SHALL TBE KDP E,D LEO PART•rl • z � WITHOUT WRIY GON 0 N l• NNl�(2gO P.E• WWW.E N G EX P.CO M 0 � � ' ASCE 7 - 10 mz o "ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OVER CERT OF AUTH#9885 w r N Jrn � � •P v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND rn INVALIDATE OUR CERTIFICATION. Florida Building Code Online Q7, f polo Depamnent f BCIS Home t Log In p User Reglstratlon ' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff g SCIS Site Map Links Search Busines -6 1 Professi d) Product Approval USER: Public User Regulation Product Approval Menu >Product or Application Search>Application Lis[>Application Detail �t FL rf FL15558 ,rte. Application Type New Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer JELD-EVEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeid-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 0000 • • 0000 0000•• Compliance Method Certification Mark or Listing • • • • •0000• • 0000•• • 0000•• Certification Agency National Accreditation& Management ti slluliliet• • • • Validated B •••••• Y National Accreditation &Management InsMt•iYe)t :00 • • • 0000 • •• 0000• 0000•• 0000 0000• •• •• 0000 0000•• • 0000•• • • Referenced Standard and Year(of Standard) • • • • Standard • • Yee• • •••••• 0000•• TAS 201 • • 1994 • • ° TAS 202 • • • 0000•• •• • 1994 • ••• • • TAS 203 199 ••• Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvKmQdIOUtQtjYlyIO97j`/`2ftI3jOkuyJizYgeFdpXfbuEAp/o3d%3d[5/7/2012 10:17:04 AM] t Florida Building Code Online Product Approval Method Method 1 Option A + / Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 ` SummeSy ohPrLducts � � ��- _ . FL,M ModelNumber or:Name Description ' 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use Certification Agency Certificate . Approved for use in HVHZ: Yes FL15558 RO C CAC N1011082.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for sizes, FL15558 RO iI S-2104 4 odf configurations, design pressure ratings, and installation details. Verified By: Hermes F. Norero,P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS,odf Created by Independent Third Party: Yes 4 - Contact Us :;1940 North Monroe Strep Tallahassee Ft 3 399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Coovrlaht 2007-2010 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions regarding DBPR's ADA web . accessibility,please contact our Web Master at webrnast r(O ihnr.stat .fLus, Product Approval Accepts: r' ef.fbcl ttw,..� T sC'CUTIf K'\t1 I�"Y I"r-` on ,-,.»vrMa r'Y ver+sign ••0• • • 0000 000090 • • • • •0000• • ••000• • 0000 • 09 00000 •0.00• 0000 •000• •• •• 0000 0000•• • •0000• • • • • • • 000.00 •00.0• • • • -000•• • • http://www.floddabuilding.org/pr/pr_app_dU.aspx?param=WGEVXQwtDgvKmQdIOUtQtjYlyIOg7jo/02ftI3jOkuy3izYgeFdpXfbuEAo/o3d°/,3d[5/7/2012 10:17:04AM] NOTICE OF PRODUCT CERTIFICATION y r. •d Company: JELD-WEN Exterior Doors Certification No.: NIOI 1082 * 3737 Lakeport Boulevard Certification Date: 05/01/2012 KJamatb Falls,OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203-94 The"Notice of Product Certification" is only valid if the NAN1I Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM['s Certified Product Listing at www.Namicertiftcation.corn. NA14I1's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing j Glazed Design Nater Missile Test Report Number Configurationor or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 312"x 6'10" +86/-7() 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0"x 6'8" Installation Details: S-2104(1-8 ps I ijnjkr•V e:t 4L fj.A-V,011Y Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Instatlation Delails: S-2104(1-8) OXO O/S Door-Opaque 5110"x 6710" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 XX O1S Doors-Opaque 6'3"x 610" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" Installation Details: S-2104(1.8) OXXO Of•S pDev:1012ctue. 0871"x6'10" +57/-57 8.55 psf Door-Yes CTLA-696w Double w/Sidelites •• •gid slit es-IIat e(t 4 9 •• Sidelites-No Max Panel Size: 3'0"x 6'8" •• •: •• • • • •• l Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation De(ails: S-2104 1-8 Nationtl l.A.ecttdititign IK:0an jgenient6.1n1,,ktitute,Inc./4794 George Washington Memorial HigbwayfHayes,VA' 0P ..: :• •.• •.• :• T Vl* (804)684-5)24.fFax: (804)684-5122 ' r •:• •:,V,4.'1'll A-U'I'EIORIZEI)SIGNATURE: . .. •• . • . •• .. ... . . . ... . . ,Tw **�y�'' ''vT }QQ 74.5'MAX.OA FRAME WIDTH 70,25-MAX. O.A.FRAME WNTH TELDIV +1\e Steel .875"TYP. .(25' .75' 75-MULL. 15.5'TE F OA 36.E/AS1AlG4L A 36'MAX.OA f�. .$75" UAX OA g W.FORAAME WiOM PANEL WIDM Illkkk"' E1VfAGYS VERCONTOUIR F--WOOD EDBEOPAOUESTEfi OU7SiN71'G PANEL WIDTH TYP. PANEL W10M PAIL WfiM IMPACT 0004(!NITS W/17l6 H471f0ifT S/0f1lTES 0 � 1cc GENd"iAL NO ® ® ® ® 1 ® ® za v INACTNE ACTIVE 6'MAK J ax 1. THIS PROMGT IS DESIGNED TO COUPLY WITH THE CMENT FLORIDA 8UUYNGOA O.L.O. Z 4 Q C(#ANO HIGH VELOCITY HURR(G4NF ZONE"HVNZ'P,EOUREMENTS. 80' �, "� '� WIDM W CL co 2.WOW SNICKS BY OMEP.S,MUST BE ANCHORED PROPERLY i0 TRANSFER 0 I ''y he LOADS TO THE SOXTURE PANEL PANE 6.:.125" O "; J.PRODUCT AN04ORS%AL ISE AS LIVED AND SPACED PER ANCHOR LOr,AMN HQCHT HETGNT MAX. LU CFAMNGS.AN010R&BEDMENi 70 645E NAIERWL SHK1 BE BEYOND WALL 6 H 9 DRESSING OR STUCCO. OA. ch Y Q 81.25- 81.25" D.L.O. 4.SEE'TA%f t FON THIS SHEET FOR DES"PRESSURE RATINGS. MAX _ I.M. HEIGHT 5. M;S PRODUCT Y=THE WATER P.EOUiREME4TS FOR'HVHZ-ZONES. SEE O.A. S 1 OA O ME DESIGN PRESSURE CPART BROW FRAME FRAME 6.Lt00:RS ARE IMPACT RATED AND DO NOT REOUiRE V."f-DAOE How MMIT, APPROVED IMPACT RESISTANT SHUTTERS. V, 7. MIAA1-RADE APPROVED tkPACT RES'STANT SHUTRlZS ARE REQUIRED z�w FOR S(OEUTESgo 8. SIOEUTES ARE AN U°TM ANO CAN BE USED IN A SINGLE OR DOUBLE `mow V x� CONFl(x1R45011. SINGE OUTSWiNG IAIPACT A A UNIT(0X0)W/NON-IMPACT w I �n0 0.75' 0,625" rn3 `-c - in RESIDENTIAL tNSUTAT? Si EE:DOCfl YCamnan b ml I,-tai6Lm0.625"1 (t 51DE11IE5 VIEWED FROM EXTERIOR s! IMP T w 2 z Z COfAPCNNENT CONSTROCTION 37 75-MAIC.OA T 107't1AX.OA FRAME A10M o2A( .875` ,125- - .75'u;r,L. :5.5 MAX.OA a= Face sheets:24 ga. (0.020'minimum thickness,Galvanized Steel A-525 FRAME WIDTH TYP. BAR TYr'. SIOEI/TE FRAME WIDTH oma commennof quisi-A<,Q per ASN 620 with average minimum yield 36.625'MAX.OA oz W w� strength Fr(ove.)=24,600 psi. .875'i1P. '�-VAX OA PANE WIDTH 36'tAA1L OA 14'MAX.OA a poi co Core des,=Expanded polystyrene with 1.0 to 1,25 Ibs./A density,by �PANE W:OM � W/AS�� PANEL WTDM PANE.WIDTH w� JELD-WEN.INC. D a� o Door Pond Construction:The active and i ctive ponds are constructed from 1 0 � 24CA (C.020'min.)gaivovzed steel. The face shed tops and bottoms are ) ® ® I ® ® ® ® d doe' bent 90'ova the top and bottom reds. The tap LVL rad measures 1.67" 6'uAX wide x 1.042'high. he 4ee1 bottom rod is raj fomred 0.011"galvanized INACTIVE ACTIVE 0.A O.LO. g ti sleet measuring 1.67-«Tole x 1.21'high, The sides of the face sheet are I 80' WIDTH roll formed onto the LVL Ictch stile and Ponderasc Pine hinge stile which "K MAX v memne 1.67'x IT The interior carry is piled with pdystyrene. The i O.A. OA �w fcce sheets are glued(a the pdystyram. PANEL PANEL 63.125" o Fxed Lite Const.:The sash u constricted(nom 240.4.(0.020"mm.)gdronized HEIGHT HEIGHT MAX. R$ sled.The elges of the the sheet are bent 90'ova the palys(yrene con j 9 H 6 OA_ w i and'glued to it. the sdelte ponds cm routed to recerm the OOL Lip Lite 81.25' 81.25" O.LO. " Frames a the cptiap(amity tight Formes.(See sheet 7 for glazing UAX. MAX. HNEG`!T IW 2 de(ats.) fie lite formes ae sealed w,OSD glazing compound on the OA • U OA exterior FRAME FRAME 103 o z Frame Construction:The(rales are constructed from Porderosa Pine jambs HEIGHT HEIGInT o o measuring 1.25-wide x 4.5625'deep. The doa and sidelife head jambs � �Cz:� are mortised and bu(t pimd to the side jambs and attached with(J) MA 2'x 7116-dawn wine sbples. The units use a sbndonl•u•rp•A OemMe I • threshod measuring 4,041 deep x 1.0'high.The thus"is attache•!too' • • • • The frame witfi J 16CA 2'x 7116"cram wire st es•. • • • • • P7(iBLE OU15I4T.NC,'MPACi • • • • q �� ttllttNN 6 (INR!OXXC)W/HOPI-MPACT o o 3 TABLE OF CCXNTEINTS •• ••• 0. 5"-• • •• 0.75" 0.625" `♦N F.tV0_W 5TOEIJTES VIEIVID FROM EM7ERI04 ^o n u O U 0¢ SHTIF DESCRIP'ION '.fG�"tn`�ilt`�YNryG LpF.AC(UNH fX} ♦ ';7 .. 1 GENERAL NOTES AND il'PNCAL c'itYARONS VIEWED fROAf EX2RIOR L(r .fS ;� wE 5-ti-Ot 2 VERTICAL GROSS TCWNS AND DLL OF AIAYF7? TA6LE 1 � 'r / 1,O � Preparad�.. ScvN.G MES, 3 HORIZONTAL=55 SECTIONS �• • ••: ••• NPE�PFIESR�RATING-*UE MTR _* .�� !f'/. * = Owe ev 5 ANC7,ZORMC L L'E74tt NOTE_ •� 5(L;v r'�` GC 4fA r A UWJ r _ n _ _ • • • AAT 1 i rDj _. v T T, Q� cwc er:S.O SAFFELL 6 AtN(7'ON21NG LCCAtCN1S AND DETAILS •• • • • • +GIS psf-JO ps.` :7Sp 1 A,r 7 j_., btu` Q rtro.4W A�Acr ROFInEs cwnw c an. • • • i;ally signed by Hermes F Norero.P.E. q r' G(AZItG QE7NtS ••• • • - ;w: t ntr v rerr.e.w•sr. • BUILDING DROPSINC. S-2104 8 (NMT COUPONENTS N/WO hpN-afFACTREIl16 +57�(-57 pst 9eason:lam approving thisdocument f» x P(�;407-644-6957 te:20t206.Ot17:51:35-04'00' �J`asrc Far, 407-644-2366 Serer_L OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.75'MIN. CONCRE E/ 0.75'MIN EDGE DIST. MASONRY 51 CONCRETE/ RIFT' �,OTHERS EDGE DIST. MASONRY 51 1 ww STEEL FACE SHEET 24GA. 0.0201AN. SIEII 1.50" I.50" BY OTHER 2 FRAME HEAD FINGER JOIr!!E'D PONt%R0S4 PI WOOD r MIN. MIN 3 FRAME HINGE JAMB FINGER JOINTED PONOfROS4 PINE WCW 0.250 EMB. 19 EMB. i y 4 FRAME LArcrl JAA+B(FINGER JolnrID PONOEROS4 PINE wow MAX, - 5 4'r 4'BUTT F8 12 a. BY FACER SMM 20 G0 6 9 X i'PFH WOOD SCREW HINGE TO DOOR ^m 7 DOOR LATCH STILE LYLm¢ T 2 44 8 OUrSWNG PEMKO BUMP FACE THRESHOLD ALLWIMA I U ti o of 0.2 j/ j j j// 9 MD!RAIN W 16CA.X 1'(FDR WIXj10N CAP) smE Z QC u c� M4 // 10 CO�IPRESSLON WEATNERSIRIP FOAM Z o- 32 ¢ Nm SEE DETAIL 7 - i 1 - 32 I1 DOOR TOP RAIL LK W W ti ao SEE DETAIL 7_ 12 ODOR BO ROu RAIL STEEL 3 Q~ " ON SHEET 5 ON SHEET 5 u DOOR HMCE SALE FINGER JoWTED PONDEROSA Plr WOW ;4 10 x 1 3 4'PF'H WOW SCREW 17 EE NOTE 6 ON u STEEL W 2 j SHT. 4 29 SEE NOTE 3 Ot 15 LOCK 30LIC FlNCER JOINTEDPgIl7EROS4 PINE WOOD co Y 4 I 70 SHT: 4 16 3/16-.ITW TAPCON 0104OR W 1 14EMBED. STEEL 17 EXPANDED POLYSTYRENE '1.0 to 1.25 Ib. cr DENSITY BY JELD-WEN FOAM _ _ 1.750'MIN 1.750'MIN. 18 NOT USED PANEL THK PANEL THK. _`36 19 2x WOOD SLID BUCK WOCO 20 SHIM 0.25'MAX. THK HIGH DENSITY PLASTIC OR GREATER) - 17 21 KWKSET 400 SERIES KV06 STEEL SEE NOTE 2 ONz�w SHT. 4 2 38 22 KWpCSET TITAN 700 Sf%ES OEApBIX.T NOT SHOWN Sim 23 18 x 1 112'PLASCREW OU LRE FRAME STEEL i 45 24 8 r 2'P 14 WOOG SCREW SIL p xQ o 4 25 8 x 2 ! 2 WOW SCREW WOSCREW STEEL W o�x Ua 0.125`MIN, 26 4 10 x 1 PFH WOW SCREW IMPERIL AS7fAGAL TO DOOR) STEEL GLASS THK. 27 110 x 2 PFH WOW SCREW STEP_ 28 MUWON CAP WOOD INEPK?R EXXTEROR IN TE OR EX7FR 29 SILICONE MLK CR LAWRENCE 33 C SILICONE Q 81.25` 80.0' 81.25` 80.C" 30 IXAZING COMPOUND QSD BY ODL SILICONE o o mm MAX. MAX. MAX. SEE GIA ANG MAX. 31 BRAD TRIM WllL I6G4 x 3 4' FOR 3 8'QUARTER.ROUND. STEEL `"Boz I t=o FRAME PANEL OA. DETAILS, SNEET PANEL 32 J 8 QUARTER POUND SIl)QITE STOP WOOD g d 7Q FRAME 7 J3 CORNER 6LOCKS FOR STEEL DOOR BOifCM RA l MDF v+f HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNW SET jja, STEEL o� o 35 SCHIAGE OEAOBOLT 8360 NOT SHOWN STEEL o '3 36 SIOELITE STEEL FACE SHEET 24G4. !0.020'MIN.$fc"EL) STEEL a a 37 1 8'TE7.fPEREp CLAS$ 6Y PPC CLASS 5 s SEE N01T SHTON 2.A 3 J8 UIE FRAME SC SPARTECH POLYCOM PP55J0 C13 POLYPROP. J9 PRESSURE TREATED MULLION B4R 3 4'x 4 9/16 x 81 1/4") P.r WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUAL 38 4! ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o 42 YALE KNOB HERIrADE 504ES Sin5. 1 36 43 YALE LIEADBCLT HERITAGE SWES Nor SHOWN STEEL I -EE NOTE NOTE 6 ON 17 44 SIOEUTE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD tz 10 SHT 4 29 45 UTE FRAME BY TRINITY FOR 1 2 I.G.U. 3"e 46 112-1NS�AATED TEMPERED(,LASS 8Y TRfIBTY AMPAC gg5S o EE NOTE 8 ON 6, 47 FP,Ab1 TRINITY FOR i'd POLYPROP. E wprE 9 ON t6 j SHT. 4 <8 I WSl1uTED iEUPEREp LASS BY iRNIrY AIAPAC GLASS $_ SHT. 4 SEE NOTE 3 49 LITE FRAME SCREW 6 r 1 112'LONG PANWAO SYSTEEL. •• SFj.,EDUL • ON W. 4 50 GLAZING COMPOUND DOW 1199 SILICONE 8 • KIN UNEE7 S 51 10 WOOD INSTALLATION S"R£W W 1.50'GRN.EMIT o 0 0 • • • • • • • 31 STE0. • •• 4 •"r\ \ 52 DOOR LATCH STRIKE PLATE SLED. o •625' • • • • \\\ \\\\\\` 53 0002 LATCH DEAD BOL!STRIKE PLATE SAA /74 STEEL own _ 1.2 _ �`4L ••-j) WF: 9-11-01 M' T:• �.O s urea By: 1.25'N 2.50"MIN. COYQP�/ EM .• ••• • .15` •2 `MIY. CONCR TE/ ;* 7 /� N.T.S.DWQ 9Y: JWJ i MlN. EDGE DIST. MASLtlIRY •• [Al. • EGE OlS� MASONRY k • 8Y OTHERS OF = ® CHK a.S. SAFFL71 EMB. DY*ERS VERTICAL CROSS SECTION • •• • • VERTt"L @ROSS SECTION �Y»i ,.*' \�' BgtDING OROp•• INc S_0 WITH HIGH DAM THRESH-i LI)• • • �AT—S ELITE'SASH � W`� Phore_407-644-6957 rerc cxirt�.w nC�rnara Fc.h77-644-2366 sHEE: 2 or 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 4 25 19 20 4 52 7 1 15 SEE NOTE 7 ON SHT 4 21 4234 13 6 5 6 3 20 19 2 ON SHF. 4 rn E(JERIOR EXTERIOR m 1.750'MIN. ?R vi M PANEL THK. -+ 2CLZ N0 W Y W W CONCRETE Q. kASONRY INIERIGR NTMOR Z \\ 51 10 i 0 51 075"M ae r\\\ 17 17 1 /// 0.75"MIN. o x� EDGE 01 E \ SEE DETAIL 5 SEE DETAIL 5� / EDGE 01ST. W o0 0 ON SHEET 5 ON SHEET 5 ( I I j ` n X01 HORIZONTAL CROSS SECTION u ¢ o l�HORIZONFAI CROSS SECTION oazw 0.250"MAXL . U LATCH JAMB TO BUCK H7NCE JAMB TO BUCK G.250'MAX. o�j SHIM 1.50 MIN. SHIM1.50"MIN. CONCRETE) EMBED. EUBED . 3 MASONR" v� BY OTHERS EE SEE NOTE 1 03 ^ON SHT. 4 25 40 ASTRAGAL THROW BOLES(2) TOTAL; (I EACH) a a 15"T 7 40 52 7 1 15 21 42 34 0.31`D 9.0"LG.AT TOP&BOTTOM ; 6 `\\\ INA-14g, Y\ EXTERI ACTIVE o Q y N ry 1 SEE NOTE 26i N I SHT. 4 W Wil Tv, ilM ASTRAGAL TODESii�LE AITACHMEN7 1.750" •• • • • ••• • \ NOTE:TEEM 24 NOT SHOWN THIS P niK • ••�••r ••• • • •• VEWFORCLtjTjj11,j,i, oiib'o F. � 9-11-01 � SEE NOTE 4 SEE DETAIi _ Z: �p�% scuE N.T.S. 4 1 ON THIS 10 1 f 7ffI'7Prvamd B/:ON SNI. 4 ••• • ••• ••• • _ • • • SHEE!i • • • • • '*. * _ -�•: JWJ • • • • • • • • •• • • • • • • • • • p:. T TE 4� cwc w 5. SAFFELI • HGWOVTAib CI?OSS SECTION• • O�,� 'R"" °N0 ••• AT IMAERfAL•ISTRAGAL• • ' w .c.en.•1 �� HllLpNG DROPS.INC. 5-2104 f„i'� " � Phone:4Q7-64h6457 Faz:407-644-1366 SHEEN' 3 OF 8 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 4 24 44 28 9 4 5 7 1 15 21 42 34. 13 6 5 6 3 28 9 44 14SEE NOTE 7 1`JITJ ON SHT. 4 ON SHT 4 32 4 45 38 SEE NOTE3 EXTERIOR 1.750"MIN. c4$ ON SHT. 4 31 EXTERIOR PANEL THK. 36 17 Nc // \\ IN L_SEE GLAZING DETAILS, 36 (/ / 1 10 \ SEE NOTE 22 SHEET 7 //� \\ 10 SEE NOTE s 25 a z�W SEE NOTE 6 / \\ 25 SEE NOTE 5 1 i 17' 1 ON SHT. 4 1 / / \ \ SEE vOlE 5 _ y ON SHT. 4 29 / \ ON SHT. 4 J// // \\ 25 ON�. 4 �0 0 SET DETAIL 5 SEE DETAIL 5 aQ�n W 0.750• ON SHEET 5 OtT SHEET 5 w_1 a n 0.750" SEE GI_AZINC o �w 39 39 DETAILS. SHEET 7 r�HOR,ZO wiz �i / V HORIZONTAL CROSS SECTION NTA CROSS SECTION o cs AT SIDEUTE TG LATCH JAMB AT SIDEUTE TO HINGE JAMB �� popw m o NOTES: CONCRETE/ � _ SEE NOTE 3 1. SPACING FOR ITEM 126 THE 110 x I"PFH SCREWS ATTACHING EHE IMPERLAL ASTRAGAL TO THE INACTNrE DOOR IS MASONRY 51 19 20 4 31 3 g -0 MSHT4 AS FOLLOWS: FROM rr;E TOP DOWN&THE BOTTOM UP: 1.0*, 2.5, 4.0°, 5.57, (3.0", I8.0"& 26.0". BY OTHERS � a 2. SPACING FOR ITEM 123 THE 16 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING .OP&BOTTOM. HORIZONTALLY, SIDEUTE PAN Et 3.0°IN FROM EACH CORNER. 32 56 38 45 4 DETAILS, SHEET 7 ON THE SIDES VERTICALLY FOR THE SIDEUTE PANELS 3.0, 13.0 26.0", 39.0 52.0"& 63,0 3. SPACING FOR ITEM 131 THE 16CA x 3/4"BRAD TRIM NAIL AFTACHING THE QUARTER RGUNC TO THE SIDEUTE AND ITEM 19 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS o FOLLOWS: TOP& BOTTOM HOP,IZONTALLY(FOR THE 3/8"QUARTER ROUND) !.25'IN FROM EACH CORNER WITH \ ` EXTERIOR R S (1) NAIL MID-SPAN \ I = a ON THE SIDES VERRCAI7Y(FOR BOTH 3/8"QUARTER ROUND&MULLION CAP) 1.25"FROM EACH END It SIX MORE w EQUALLY SPACED ON ME FlE,r,'. 4 WHEN ATTACHING THE STRIKE PLATE i0 THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2"FFH WOOD SCREW. \ 0.125"MIK INTERIOR o WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124,A 18 x 2" CLASS THK. PFH WOOD SCREW. \\ 2 o 5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PIH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT HE MULLION, a \ So IS AS FOLLOWS:6.0"FROM EACH VERNCAL COTcMEEE MfiH (4tO E•SCrjEWS 1 Sf:C Q7 THE f?£L0, SEE NOTE 2 23 b. THE SIQELITE PANEL IS SECURED INTO THE SDEUT�JAMB W/I IU f 21 rlUytm �f.K j1N }TREE SIDES AND ON SHT. 4 3/8"QUARTER ROUNDS SECURED WITH ITEM 131 OW TRIM NAILS t 3f4""lo, ••• • I \\ n HORIZONTAL CROSS SECTION • • • •,� 0.75°MIN \\ �' SEE NOTE 6 �Tir �Ll1c TO BUCK $ 7. WHEN ATTACHING THE HUGE TO THE JAMB ANO BUj!t1}SE QFj1.12,,i;10 x t 4 S:REW•AlHEN ATTACH'NG ce " /T \ 24 t SLI EDGE DIST ON SHF. 4 THE HINGE TO THE JAMB AND SIDEUTE JAMB Ai THE MULLION USE ITEM 114, A 110 x 1 3/4"PFN WOOD SCREW. S F. 8. SPACING FOR ITEM 149 THE 15 x 1 1/2"PANFIEAD SCREW (TRINITY UTEFRA.ME) IS AS FOLLOWS: I SEE DETAIL.5� :'tU;�• :�'P DATE: 9-11-01 SMOTE LITEFRAME FROM THE TOP DOWN VER�CALLY 3.25, !80625°. 32.8125', 47.5625"& 62.625' ON SHEET 5 _; r:' OEy ei: �: N.T.S. 1 MET -TT TWT' .� GRP SCREW RF COigiib *00 • '- a : 77 = i tt) Q.250°MAX. `r * _ Iowa ar: 'WJ 9. ALTERNATE CONCRETE Rf INSFALLARON t 0:EOUMALEtF I�RFOIACE CI4CTERI=TIC CAN BE - v T T( F r = Icw.er:S. SAFFEL.L USED UPON APPROVAL OF THE ARCrffTECr OP, E'L{&EER iF RE�•ORtj F0j TW PRQIEjF OF«`NSTA�IAP�N. ��M ��'•._/�` 9 to i.50"MIN. O 10. USE ITEM 151 WHEN RtSTALUNG INTO WOOD SUBSTRATE A►ffEAO&tlA.MaS. •LJS�ITEM 129•MfEMIN9fA1UNG!NTD EMBED. � >.•x•�'»r��� �•�ORS•X''C 5-210f MULL ONS. USE ITEM 115 WHEN INSTALLING iAt�ONC 7E/MASONrc?SOBSi1ZATE AT SDE�UlE skL?. fx. x �S Pnane:407444-6957 L- mica w na�aare Fcx:407-644-2JE6 DEET 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74,50"MAX. OA, FRAME MOTH 70.25"MAX. OA FRAME WIDTH SEE DETAIL 2 ON THIS SHT. SEE DETAIL 4 4.50-rYP. 9.00' �' ryp ON THIS SHE 3.00' 6.58' 6.00'TYR. Lj m O u"i 6.'00' W 12.SC' 3.00' .00"W 2 ¢t 00 TLP. TYP. SEE DETAIL 4 6 TYP. I I I ION THIS SHA. Lu j 6 TYP. —1 I l 1 1 I i I 1— uj /,375" — — — _ 7.375* +y j Q 1 � 511 51 � i iYP. za x 4 TYP. SEE NOTE 5 — — 31' if* 5 5 SPACES ON SHEET 4 SPACES i ® 13.85 SEE DETAIL 5 ® 13.85` SEE DETAIL 5 81.25' �ON THIS SHL 81.25' — ON T}MS$Hi. MAX. W MAX. OA. , _ 25 Z H�MEI H — { `, HE1GHFRAMi 15.+0' _ TYP 5.50' _ O< 1 , X02 =C 35.625' 36.625" 16 I 16 W 3 1TIP. II L al n 13.OD'TLP. 3.00 00' 6.00 7.00'TYP. 2.125' Zr 3.00" 7.00"VrP. lP. TYP. 15'MLv. o C-SINK. R SEE DETAIL 3 ON THIS SHT. �\ w SINGLE DOOR M7 H SOEUTE$ANCHOR LOCAIiGNS DOUBLE'DOOR WITHOUT SIOE ITES ANCHOR LOCATIONS VIEWED FROM INTERIOR VIEWED FROM INTERIOR I o 2 Md T6 51 25 l\ 25 SEE NOTE 10 :x 7 6 •• ••• • • '�Sc�MQ?t• 53 53 ON SHEET 4 \ \ 41 / o Oo •`r• ••• r/• •'\�\ • ••• 1T ` ��,'S F rrrrrrPf�IJNTERSINK FOR IDETNSTALLATION ANCHORS W �' 6 . 5.5G' 1 I 24 5.50' I I 24 25 Q g w c: 9-11-01 0Oo • 6 1 SEE NOTE Z N 7 / o P,epo,ea By. xuE N.T.S. 4 I '�•�• • • •\ • i ••• • • + , 1 4 SHEET 4 -�• !� c*- avc.er: JWJ — f• r< •L / • • • 7 7 v . rSTAT i = Q CHK M.S. SAFFET.t. •• • • • • • • • 'P w? �.. • • • • • • •• • • 52 52 Q 1.: 4 VETAIL 2 - A HEAD JAMB DETAIL 3 -®TRR!HOLO • AI4 • DETAIL DETAIL 5 fa •r'i' >'_ j • BE e:4 7-644"IS.ars. 5-2104 ASTRAGAL ST'R'KE PLATE ASTRAGIL SiR.'KE PLATE H,NCES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB t"bi"e fie:407-644-6957 ,erz g w til xaa,e Faz:407-644-2J66 sr[rr 5 or$ 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 107.00"MAX. OA FRAME WIDTH $ 37.75'MAX. O.A. ci m C mF FRAME WID1H m a , SEE OETA,L 2 2 Qce ON SHEET 5 `O„-',,N SEE DETAIL 4 Z w 4.50"TYP.— 16.41"" W y a? 3.00' .00"IYP. 13.41"TSP. ON SHEET 5 3 G0' YP. 6.00'TYP. 6.00' [5 W• — GO' .00'TYP. TYR SEE DETAIL 4 Lu d 6 TYP. I I 1 1 III 1 1 1 I I I I I T 7.375" 6 TYP. 6 TYP. _ _ 7.375' OY SHEET 5 5 i51 I -/ 51 TYP. - 6 ti SPACES ' SEE NOTE 5 31' SPACES SPACES I JI" oW A 13.85' 25 ON SHEET 4 0 13.85 ® 11"54' o x z 81.25" SEE DETAIL 5- - .1 1 !-25" SEE DETAIL 6I vim- oa MAX. � r ON SHEET 5 MAX ON SHEET 5 0, W OA. i = / Oh(uj E t Zo HEIGHT _ME 5.50"I ! 25 _ EIGHT S.SD` JI, I o 3 36.625' i 36.625'TYR 16 0 3.00 1 a 3.00' 4 00" TYP. 6.00' 8.58 7.00"ISP 3.00 T1'F-• 7.00'TYP TL TYP. TYR o II w j orz SEE DETAIL 3 SINGLE OOOR WITHOUT SAJETJTES ANCHOR LOCATKNJS •• ••• • • CW SHa3T S •• VIEWED FROM 111TEWOR DOLIBLE R WITH STEUTE9 #OCA7016 • _4 Y 320f{IN�R10� ••• • o ZZ ZZ A ••�.•• .r�a s Prepared By. • ••• • ••• ••• • %N 7�..: S iorrc er. JWJ CHK er S. SWFELL ••• • • • • • '� �°; �`� BUILDING OROPS.tYC. S-2 i C4 ri •`.� ;Q`� Ph­407-644-6857 carr. qo w t?�n»e For. 407-644-2366 st.Eu 6 of FR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 117 50 30 3 o� EXTERIOR 50 m¢ 0.125"MIN. 2¢y Q iEMP. GLASS 2 a ICKHESS 3 ¢ oa CL 0.50" INTERIOR GLASS BITE17 29 SQ �-;� T46 SEE NOTE 2 50 38 2 ON SHT. 4 z` m EXTERIOR , , 0.500"M,,N. ti ow CUSS THK. 0.125'TEMP. GIAZWG DETAIL I 0.250"AIR OOL LITE FRAME SINGLE PANE 4 j CLAS' r SPACE ' a I/E"TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 O n z z 4 O� 38 OHO � U O .25"x.SG' 0.125"TEMP. wo3 ^u'50 INTERCEPT GLASS uaz (N1,.. OR u $ o GLASS STEEL SPACER o SITE 0 R 50 SEE NOTE 8 a a I- @7 7 29 29 48 SG 45 49 ON SHL 4 5 z? a .N� i EX.�LRIOR \ ' 0.125" TEMP. N A / GLASS 1. UTE FRAME o w j 1/2"INSULArt, PERED GLASS 1.000"MIN LUPOY E 7 W w of 750'AIR SPACE G 45 US _�. SZzr \_ • . • • i i • Ni og 75"x 50" 0.125"TEMP. GLAZING CON RA iNTERIOR S C tLASS SbCOMPLY WITH SAFETY0.50 b e • •• • • • • • GLAZING REOUIRE14ENS OUTUNEO =S v o / — CLASS •• • • • • ••• •SEE NOTE 8se 99: IN FOC SECTION 2406. - � •• • • • •• d�'��111 50 4, �'4�ON SHL 4 '� ES R 74 d tA( 3 ='r 1';0 sN.T. . ,'rCPorM 6, U E • ••s ••• • i% 7 - UNG 9Y: dWJ I'tNSUI;TEd TEUP GLA•`• • • • • • = Tt tr = cxx.eY:S. SAFFELL LUNG•EU-9007 • • • • • • • • p • •• • • • • •• • • O q P:' ��� nR.r.Ic W •• .'7� t • • • • '� ,i.'n•>sr;R„��G, s.v ` -.INC. 5-2104M , 6957 467-6a4-2366 S cv 7 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f.670'- 1.670 1.6704.5625" 2188• um. 1.000" 1.042- 1.250- j�j�j/ / /�/ 0.750- -L /� // 0.500" 4^ DOOR BOTTOM RA t cm-HINGE STILE -+ rg _ 12 24CA (0.021? STEEL 13 FlN'GER JOINTED POt40EROSA O7 DOOR UTWCH Sill i1 DOOR INOP RW 2 3 7t 00 JAMB ? Zy") PINE WOOD RNGER JOINTED '00c i 4 44 PONDEROSA PINE W 0- 4i { j 0.513" 0.125' W a 2 3i IS�TEEL.645" I o.sz9' 1.54 4" I 1 ( 7.544 " 1.in 0.831" 0.140' I o.s3o' 1.750- 2.750'2.51I' 2.579'--� � 1 o;mo CORNER BLOCK o�cw NLG. TRINITY LITERAME801TOM RASO 0-LOIN ODS 650 I.G. RY �c a POLYPROP. POLT'PROP. @/8-S: RIP FliAME oa MDF x 3.0"LONG TRINITY PLASTIC LITE KIT MATERIAL TRINfTY PLASTIC LITE KIT MATERW! ODL PLASDC UTE K1T MATERIAL APPROVED UNDER NOA fo7-0828 Ot (APPROVED UNDERNOA f07-0828.01 APPROVED UNDER NQA Ct0-1209.01 1.250' 1.109' 10 9' 0.88"6 0.482" 0.5811* 0-�31"5" 0.375- 0.624' �Oi 38EDRONDO �1 J f aWo 8 a SDFITE S 32.5001.73V16"0.675 I O 2.040' a + PISASTRAGAL WTWO 0.3725• CO73 . OW.x 9'LONG BOLS; O 1.375" 07 ON TOP, 1 ON BOTTOM ® JL O 1.38t 0.097- �=3 t- 4.000' O A5TRAC4L (IMPERIAL) ASTRA i 7KE PLATE COOP LA'CH STRIKE A OOR LATCH DFD 1 �� HAGER S EE BUR HINGE �8 5063-T6 ALUMNUM 47 (,!MPERWL 0.125"STEEL) O STEEL 53 80LT STRIKE PLATE OPINE CAP ) �.J _ (r w SIM FINE 87.25"LONG 4 x 4"x 0.097"fHK. STEEL 4 H xx� -- 11.875' + li ooZ�� 0.582' 1.000" =III- USED 4.041 -{ f 7 !Q�O�cS • • • •• • // TSWlN' TANOAR SMP FACE iHR�WOLQ• • •• � 8�` �it W)�ALUUINUM - 8Y PE11K0•• 4.000' // i` 5 F. ifV000 NSERT� 7Prep-d BTc••• • • • / //� v STT Qf' d cast.By:S. SAFEDLL JWJ • :1�' i 41 V • • • • • • • Oma' 9 P;' t4 pwwc o.: ••• 1`J • W:MLK BLCCK• • • • ts... 1 N� BULD14C OROPS.INC. S-2104 • CF=NGt,R JGNf T'�NDMROSA P7Ny • fr, .,4 phone 407-644-6957 ---- •-•-- • �� y'+� aa�z»�e Fax' 407-644-1366 sHm 8 of 8 ••• • • • • • • • • • • ••• • • • • 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub —Category: Swinging Exterior Door Assemblies 0000 0000.. Product: Energy Saver/Contour Wood Edge Opoljue • • Steel Outs wing Door w/or-4 Sidelitzi 0 0 0 0 •••• • Material: Steel/Wood ••••0' • Product Dimensions: 107"X 81.25"(Maxitnun?)'0000 000 "•••• 0000 •• • • '..• 0000. 0000 • Prepared For: ••••• 0000.. JELD-WEN inc. ..'`���yllillrlt��� ••�,�• 3737 Lakeport Blvd. y��'�:S F. O ���i, ••••�• Klamath Falls, OR. 97601 "F'-� • •, '. • • -p 0000.. Prepared by: - Hermes F. Norero, P.E. Florida Professional Engineer# 73778 <U Date: 05/01/2012 I� N Contents: �j �S •• "' �? �` vale tion Details Pages 5_4 S'/ '''�7'11 Digitally signed by Hermes F Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for 1ELD-WEN,Inc. based on Rule Chapter No.9N-3.005, Method la of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). eee*% 2. Product anchors shall be as listed and spaced as shown on details. A#icho1%mbedm'ear1nto �• substrate material shall be beyond wall dressing or stucco. •• • ;...0 • ...... 3. When used in areas requiring wind borne debris protection this procitiePCdr?iplies with Section 1609.1.2 of the 2010 Florida Building Code and does not regtFlf'c' rTfmpact resistant covering on outswing doors. �••••9 0•• •• 4. Non-Impact sidelites do require an impact resistant covering when usebin*areas regg6r" ..:..� wind borne debris protection to comply with Section 1609.1.2 of the 211W%rida 8%1" •••••• Code. SO 5. Site conditions that deviate from the details of drawing S-2104 requir gfurth�r engirieerIr ••••" ... analysis by a licensed engineer or registered architect. � � ;��... 6. See Installation Instructions S-2104 for size and design pressure limitaffpps". : 0• ••• 00 0 Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building 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#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization# TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization W QUA 1789) .••• ..•••. • • Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 j� BUILDING DROPS FL#: ( A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum 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 Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X OXO XO OX Outswing Positive 57 PSF* Positive 1 66 PSF* Negative 57 PSF Negative 1 70 PSF 'Units meet water infiltration requirements corresponding to noted design pressures. 6666 .••• 6.66.6 6666•• ..6666 .••. :00 • • • • 0 6666 .•••. so* 6666 0600w 6666•• • • • • 6666 6666•• 606.00 • • • 0 • w •6006• • •0666• • • • •0.06• Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites ,0000- oc� TF !FACES —A 7 J 0000. F • 6 Ty�-. ..... . ....... ................ Does e ...... ........... L 0 00 0: 0-09 00000 • .. 66:4*6 9*04 • 000000 00! 00 000600 0.00 V: ............. . ............... Hermes F.korero, P.E. Florida No. 73778 Page 5 of 5