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WS-15-739Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231417 Permit Number: WS -4-15-739 Scheduled Inspection Date: May 13, 2015 Inspector: Rodriguez, Jorge Owner: MOUSSALLY, CHRISTOPHER Job Address: 118 NW 97 Street Miami Shores, FL 33150 - Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010250070 Contractor: J&G CARPENTRY INC Phone: (561)333-5042 umiaing uepartment comments CHANGE OUT DOORS, NO SIZE CHANGE. IINNSPECSPEC Passed Comments TOR COMMENTS False May 12, 2015 For Inspections please call: (305)762-4949 Page 10 of 30 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 12, 2015 For Inspections please call: (305)762-4949 Page 10 of 30 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 -Vic L^UUMaa Parcel Number Applicant 118 NW 97 Street 1131010250070 Miami Shores, FL 33150- Block: Lot: CHRISTOPHER MOUSSALLY Owner Information Address Phone Cell CHRISTOPHER MOUSSALLY 118 97 Street FL Contractor(s) Phone Cell Phone J&G CARPENTRY INC (561)333-5042 e of Work: CHANGE OUT DOORS, NO SIZE CHANGE. of Openings: 3 litional Info: ssification: Residential inning: 3 Fees Due Amount CCF $3.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $152.60 Valuation: $ 5,073.75 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -4-15-55015 04/08/2015 Check #: 19144 04/01/2015 Check #: 19113 $ 102.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT:- ertify thaj�all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoj id D06 -(-authorize the above-named contractor to do the work stated. 08, 2015 / Applicant / Contractor / Agent Building Department Copy April 08, 2015 1 10 firtJ APPS Miami Shores Village Cp Building Department APR 01 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC BUILDING .•r:n Master Permit No.'UJ �S PERMIT APPLICATION Sub Permit No. P96ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: e cin S T— City' Miami Shores County Miami Dade Zig): 3� i Folio/Parcel#: l � s _;� L 01 bC)i 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C% f\ 3' fy) S <�Q[ I Phone#: cid C29 Address: ��"i `�� 1 \ a VL, 71 kA 6 LEE S City: �] -\' S State: (� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �' � Phone#: ? Gd - Address: ®'�`i ® "? C! .j j ;I City: � � � r C-1 () Jn State: Zip: F 1 QualifierName: >i t l \. $71 Phone#: State Certification or Registration #: ( I&r 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address• City: State: Value of Work for this Permit: $, - Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration g❑ New epair/Replace ❑ Demolition Description of Work: CTA �t C G „ �� I� \.� 0 Specify color of color thru tile; Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Reaised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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." 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. Signature Signature / OWNER o AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this \ � day of N �`I��o . 20 l S " by day of �AGk i� , 20 �a ' by C— WY o`�"�Q(��a+✓ p"1?q�, who is personally known to � �� VI S . who is personally known to 14 me or who has produced C M�LiI� t 7 �Oin, 4C) me or who has produced v as identifi 'at' an w did take an oath ��•r1A GU jj •'r�s�/ QIP ...... Fq /. NOTARY LI : PIR • 'Q `r Q• . tY p4 • t � Si ^+"CQif1�9 Print \�/// 2" •••� �� Seal: ,rrrlillll Itt1t��` APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Print r I L4 &MA 7U(I( 1 Seal- AIN AIS®UN 3" MY C0MN1iS8I0N C EE18OE3S EXPIRES A purl 1 2, 20 V 0 Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE APPRAISER- Summary Report Property Information Folio: 11-3101-025-0070 Property Address: 118 NW 97 ST Owner CHRISTOPHER M MOUSSALLY Mailing Address 118 NW 97 ST MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,690 Sq.Ft Living Area 1,414 Sq.Ft Adjusted Area 1,495 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1945 Assessment Information Year 2014 2013 2012 Land Value $116,696$77,798 Assessment $62,379 Building Value $115,412 $116,317 $114,874 XF Value $2,439 $2,464 $0 Market Value $234,547 $196,579 $177,253 Assessed Value $199,527 $196,579 $177,253 Benefits Information County Benefit Type 2014 2013 2012 Save Our Homes Assessment $35,020 1 $149,527 Cap Reduction School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). $50,000 Generated On: 3/9/2015 Taxable Value Information 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $149,527 $146,579 $127,253 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $174,527 $171,579 $152,253 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $149,527 $146,579 $127,253 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $149,527 $146,579 $127,253 Sales Information Previous Price ORBook-Qualification Description Sale 27916 11/28/2011 $252,000 Qua[ by exam of deed 2966 27409- Qual on DOS, but significant phy 08/31/2010 $122,000 3160 change since time of transfer 27186- Financial inst or "In Lieu of Forclosure" 01/21/2010 $95,100 4550 stated 26468 06/01/2008 $0 Qual by exam of deed 2872 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: http://www.miamidade.gov/propertysearch/ 3/9/2015 SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAM]IBISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMIV14LI MIAMI, FL 33181 Reviewer: hJma MQUSSALLY CHRISTOPHER A'"— 118 NW 97TH ST MIAMI SHORES 5�aa FL LrP 33150 Hmre Phare (3135) 761-1997 11►41% Pham (306) 7631-1997 Wwpany Na Fre "'do" NEW ORDER county Page 1 of 5 No. 6322-281735 REPRINT 2015-03-18 15:57 INSTALLER ,L DELIVERY #serve� MERCHANDISE AND SERVICE SUMMARY soratflC e�g��°li�itlhea�nnti�almer�l,�ndi�e OCC 4 Ih� STOCK MERCHANDISE TO BE DELIVERED: Ffit✓F SKU f i UF1I DESCRIPTION €'l. TAX PlMa 649T EXTENsio R02 0004-155-400 9.00 EA 1X6-8FT PT WEATHERSHIELD A o $5.17 $46.63 Fi03 0000-168-335 9.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD 5.77 $51.93 R04 0000-252-677 63.00 LF 1-114 X2 PFJ WM180 BRICK N $1.63 $102.69 R10 0000-190-409 90-001 LF 9116 X2-114 PFJ WG 1800 CASING A N $11.071 $96.30 Sift - MDSE TO BE DELIVERED: AEF # S11 EST IVAL DATE: 0410512015 P.O. #22608964 REF # SKU QTY UFA DESCRIP-GON PI TAX PRICE EACH EXTENSION 51101 0000665-683 1.00 EA NA 137.5X80.5 STEEL SINGLE DOOR UNIT R G .5X80.5 STEEL A N $319.37 $319.37' SINGLE DOOR UNIT RIGHT OUTSWVING 51102 OGOO-665-683 1.00 EA NA 131.5X80.5 STEEL SINGLEDi7 OU 131.5X80.5 STEEL A N $288.42 $288.42 SINGLE DOOR UNIT LEFT O 51103 0000-933-1661.00 EA NA 137.5X80.5 STEEL R UNIT LEFT OU 137.5X80.5 STEEL A N $1,359.63 $1.359.63 SINGLE DOOR U SWING 51104 0000-839-679 1.00 EA D DOORS SWINGING DOOR RIGH I INTERIOR NAI INTWWINGING A N $144,89 $144.89 MOLDE DOOR RIGHT 19.5 X 81.6875 TWO PANEL S 51105 0000-839.679 1.00 A , TERI€tR MOLDED BIFOLD DOORS 2 -PAIR 41 X I INTERIOR N $171.99 $171.99 DED BIFOLD DOORS 2 -PAIR 41 X 79 SIX PANEL JA i H EbFITtINUEQ tiFl NEXT PAGE*'" Check your current order status online at www.ttornedepot.aomiord'erstatus Page 1 of 5 No. 6322-2$1735 * Indicates item markdown Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Narne: MOUSSALLY Page 2 of 5 INSTALLER DELIVERY #1 IContnuam RE F #101 DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOME14 TO SCHEDULE INSTALL INSTALLATION #1 No. 6322-.281735 1.75 Page 2 of 5 No. 5322-281735 Customer Copy REF # 101 ESTIMATED INSTALL BEGIN DATE: 03107/2015 ESTIMATED INSTALL END DATE: M612015 MERCHANDISE TO BE INSTALLED: FIEF # SKU QW UM DJESCRIPTION - R02 0000-155-400 9.00 EA fX6-5FT PT WEATHERSHIELD R03 0000-168-335 9.00 EA 2X{6-8FT #2 PRIME PT WEATHERSHIELD R04 0000-262-677 63.00 LF 1-1/4 X2 PFJ WM180 BRICK R10 0000-190-409 90.00 LF 8116 X2-114 PFJ WG1800 CASING S1101 0000-665-883 1.00 EA 37.5X80.6 STEEL SINGLE DOOR UNIT RIG"T O 5110.2 0000-865-683 1.00 EA 31,6X80.5 STEEL SINGLE DOOR UNIT LEFT OU S1103 0000-933-166 1.00 EA37.5X80.5 STEEL SNGLE DOOR UNIT LEFT OU S1104 0000-839-679 1.001 EA INTERIOR MOLDED DOORS SWINGING DOOR HIGH S110,9 0000-839-675 1.00 EA INTERIOR MOLDED BIFOLD DOORS 2 -PAIR 41 X BASIC INSTALLATION LABOR: SKU DESCRIPTION. QTY I UM ITAXI PRICE EACH I EXTENSION 0000-523EXTERIOR DOOR FL-NATEPRE-HUNG DOOR UP TO 36X96 -572 1.00 EAJ N 1 $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM iTAX. PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 5.00 EA N $15.00 $76.00 11 MULTI DOOR DISC - EXTERIOR DOOR UP TO 36X961 3.00 EA N $240.00 $720.00 14 MULTI DOOR DISC - INTERIOR PRE -HUNG DOOR UP TO 36X961 2.00 FA N $100.D0 $200.00 " CONTINUED ON NJEXT PAGE' - Page 2 of 5 No. 5322-281735 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last dame: MOUSSALLY Page 3 of 5 No. 6322-281735 INSTALLATION #1 (CandmeM REF 0101 23 UPCHARGE FOR IMPACT OR INSULATED GLASS UP TO 36" WIDE X 96" HIGH/ I a-001 EAJ Nf 1 $90.001 $270.00 CUSTOM LABOR SELECTED INCLUDES: - DESCRIPTION OPTIO]CUT CITY UM TAX PRICE EACH E3tTENStON 1CUT STUCCO TO FIT 2X6X8 3.00 PA N $150.00 $450.00 2 STUCCO UNDER THRESHOLDS 1.001 PAI N 145.00 $145.40 INSTALLATION SITE NAME: I MOUSSALLY CHRISTOPHEFI INSTALL LABOR CHARGE: $2,147.00 ADDRESS: 118 NW 97TH ST TRIP CHARGE: ;$D.DD CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSITIMEASURE: $50.40 COUNTY: MJAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N M111=0911willmollaw$2,097.00 PHONE: 305 761.1997 ALTERNATE PHONE: 345 761-1997 BASIC INSTALLATION LABOR INCLUDES: ' PRE4NSTALLATION JOBSITE INSPECTION! OF THE NEW DOOR WHEN THE CASINGTRIM IS THE SAME SIZE OR DELIVERY WITHLN 20 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES) 'REMOVAL OF EXISTING DOOR UNIT ° INCLUDE NODI -COLORED STUCCO PATCH TOREPAIR MINOR CHIPS " INSTALL NEW SLAB OR PRE-AUNG EXTERIOR DOOR UNIT AND CRACKS R ES LILTING FROM REN10VAL OF DOOR (FOR LARGER INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING . PRE -HUNG DOOR UP TO 72X9$ INCLUDES DOUBLE DOORS AND DOORS ' INSTALL NE's/OR EXISTING, LOCKSETAND KICK PLATE(IF WrrH SIDELIGHTS APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) ° FINALCLEAN UP OFALL DEBRIS RELATED TO INSTALLATION ' ADJUST DOOR TO ENSURE PROPER OPERATION ` FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON 'DRILL HOLE IN JAMB FOR ALARM WIRING IN SALVE LOCATION AS CARE ANDrOR TEST PRODUCT TO ENSURE PROPER OPERATION -EXISTING DOOR ' INSTALL NON INTERIOR CASING AND EXTERIOR TRIM+BRICKMiOLD 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 SYSTEMSPUIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER, DRYWALL OR SIDING WORM. ELECTRICAL_ WORK STUCCO PATCH GREATER THAN 4', PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS INSTALL ALL APAERI CAN DOORS •fa CONTINUED ON NEXT PAGE :r Page 3 of 5 Nio. 6322-281735 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MOUSSALI_Y Page 4 of 5 No. 6322-281735 INSTALLATION ## (Conflnued) REF #101 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE HUNGDOOR UNIT SPECIAL NOTES: 'IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT 'ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL ANIYOR STATE CODES ` ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA • IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, ' IT MAYBE NOISY DURING YOUR INSTALLATION TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED 'THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE BEFORE COM PLETING THE INSTALLATION. AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS - PARTS OF THE H06AE IS A NATURAL OCCURRENCE AND IS THE `CANCELLING APPOINTMENTS INITH INSTALLERS OR MISSING RESPONSIBILITY OF THE CUSTOMER- SCHEDULED APPOINTMENTS MAY LEAD 70 ADDITIONAL CHARGES ' AN ADULT OVER TO YEARS OF AGE WITH TETE AUTHORITY TO MAKE " REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND DECISICNS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING, THE MAINTENANCE INFORMATION. INSPECTION WHEN APPLICABLE), DELIVERY ARID INSTALLATION . THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR ` ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE FROM THE WOAK 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 Elhla OF INSTALL #1 INSTALLATION #2 REF # 108 BASIC INSTALLATION LABOR - SKU - DES RIPTI0%- . CITY I UM ITAX I PRICE EACH EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE -NAT/ -442 0.00 EAJ N 1 $0.01 $0.00 OPTIONAL LABOR SELECTED INCLUDES: P. OPTION I DESCRIPTION I QTY I UM ITAXI PRICE EACH I EXTENSION 5 1 PERMIT AND ADMINISTRATIVE FEE QTY X $1.00)1 1 330.001 EAJ N 1 $1.001 $330.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION I QTY 1. UM ITAXI PRICE EACH I EXTENISIQIV •t' CONITINUED ON NEXT PAGE — Page 4 of 5 No. 6322-281735 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name; MOUSSALLY Page 5 of 5 No.6322"-281 735 INSTALLATION #2 (Conlaued) AEF #1108 1 PERMIT COST IS OVER 2499.00 1.001 PAJ N 65.00 $65.00 INSTALLATION SITE NAMEc MO SALLY CHRISTOPHER INSTALL- LABOR CHARGE: $395.00 ADDRESS: 118 NW 97TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPIOSITIMEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N $395.00 PHONE: 305 761-1997 ALTERNATE PHONE.- 305 761-1997 BASIC INSTALLATION LABOR INCLUDES: 'ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). `DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT M UNIICIPAUTY AND DELIVER TO EITHER JOBSITE SPECIAL NOTES: ' CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERPAIT. ONCE IN FULL. NO REFUNDS ON PERPAIT FEES AFTER 72 HRS. OF PAYMENT. THE PERMIT IS PAID FOR, WORK ON THE PERMITASSECASLY BEGINS UMIMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED ENV OF.INSTALLI. #Z OF Policy Id (PIS: A: 90 DAYS DEFAULT POLICY•NN.NNNNNNNNNNNNNNr�.�.NN.NNNNNNNNNNN/NNNiNiF 'The Home Depot reserves the right to limit/deny returns. Please see the feturn policy sign in stores for details.' Page 5 of 6 No. 8322-28117351 Customer Copy w0mlll;aa 2 36" X 80- OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE 36" X 80" PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 36 80 20.00 ® J 38.2 -41.6 3 30" X 80" { Li 2 36 80 43 20.00 5 w - 66.0 1 -70.0 FAMILY ROOM - LSMI � c 4 _IVn' = � C SIDE GARAGE - LSMI 0000•• eggs 0000 cr • • • i f 0000 egos 00000 REPLACE DOORS IN 3 OPENINGS ONLY. 000.0• • • •0g•g NEW DOORS TO BE IMPACT RESISTANT - VJ HURRICANE SHUTTERS NOT REQUIRED. •• •• 6 0000•• OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 36 80 20.00 4 38.2 -41.6 FL15558.1 66.0 -70.0 FRONT ENTRY - LSMI 2 36 80 43 20.00 5 38.2 1 -50.0 FI -15558.1 66.0 1 -70.0 FAMILY ROOM - LSMI 30 80 16.67 4 39.0 -42.4 FL15558.1 66.0 -70.0 SIDE GARAGE - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. • • • . 0000 0000•• 6ONtRETE ' ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTCf :*0* • WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. g s s: g 6 060000 • • • 0000•• eggs 0000 • • • • • e 0000 egos 00000 000.0• • • •0g•g • • 00.00• •• •• 6 0000•• • SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES • • • • • • • • DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES ' • ;...: • • • e• • • • • • 0000•• MEAN ROOF HEIGHT 11 FT 8 IN • • • MOUSSALLY RESIDENCE 118 N.W. 97TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 04/09/2012 - FAOl Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURESj I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES PSF) -ZONE 4 Roof DESIGN PRESSURES PSF)-ZONES Tributa Area S Ft Height 10 15 20 25 30 5i}, I HEIGHT -43.4 -42.4 -41.6 1.1 -40.6 -4 12 3� 0-15 1 +39.0 +38.2 37.7 +37 2 + .8' _ r Eft 44.0 25 30 -41.6 -411iS_ 8+40.6 �;�( 50 +39.5 +38.8 +38.2 +37.7 v3 . ' 1 3^ -47.1 -44.6 -43.5 -42.8 42.2 41.7 � 3 17ft +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 18 ft -45.1 -44.0 -433 -42.7 -42.2 p fi�4ff8R +41.6 +40.5 +39.7 +39.1 +38.6 2 ~3fd + .3 ^ +40.6 -45.7 -44.6 -43.8 -43.2 -42.7 -4 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 .-, +38.7 +38.3 +38.0 +37.7 -49.2 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 +42.6 +41.4 +40.6 +40.0 +395 +39.1 +38.7 +38.4 +38.1 -48.9 '46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft +39.1 +38.6 +38.2 1 +37.9L48. +37.3 19 ft +43.0 +41.9 +41-1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 48.8+42.1 -47.1 -45.9 -45.1 -445 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft +39.1 +38.7 +38.3 +377 -57.0 +43.4 +42.3 +41-5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +41.4 -48.0 -46.8 -46.0 -453 -44.8 -44.4 -44.0 -43.6 -43.3 24ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 58.1 48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -"A -44.1 26 ft -49.0 22 ft +43.4 +42.3 +41-5 8 +45.0 +43.8 1 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -56.4 -49.2 -48.0 -47.1 -465 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft 23 ft +43.8 +42.7 +41.8_. + 03 r +453 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 28 ft +45.7 +44.5 +43.6 +43.0 +4242 +39.9 +39.6 -49.9 -48.7 -47.8 -47.2 -46.6 4 2; ft +46.0 +44.5 +439 +43.3 +42.7 :3" -50.3 -49.0 -48.2 -47.5 -47.0 -4 t� 30 ft -56.2 -54 -2�j a 1 -50.8 ,� 3 +45.1 +44.3 +43.6 +43.0 6 242 9 B{ +41.3 -51.0 -49.7 -48.8 48 2 77.6 -4 - 0 32 ft -55.3 -54.2 -53.3 -52.5 -51.8 . 27 ft +47.0 +4S.7 +44.9 +44.2 +43.6 +43.2 +42 7 2.1 35 ft -51.9 -50.7 -49.8 -49.1 -485 19d My +42.6 +47.9 +46.6 +45.7 +45.0 +44.5 . , I -61.2 -53.4 -52.1 -51.2 -505 -49.9 -49Z F " 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 1 +45.2 1 +44.8 +44.4 +44.1 -54.8 -53.4 -525 -51.7 -51.1 -50.6 -50.2 49.8 79.5 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 1 +46.4 +45.9 +45.5 1 +45.2 +40.9 56.0 -54.6 -53.7 -925 4A: i 1.l� j?3 -:0.9: -`6 SOft +51.6 +50.2 +49.3 *45.5 +4740 +47 .4 V7.Q -46-Co +46.2 -57.1 -55.7 -54.7 - bO SS. - 2.$ 2.g - . 7-T- 1-+52.7 55 ft +52 . 7 +51.3 +50.3 ".5 "40 +46.4 +419 +67.5 +47.1 o +41-9 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -533 -529 -52.6 6011 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 Mean PEAK ROOF t BWS { J/ LEAST ORIZONTAL WHICHEVER IS SFT DESIGN PRESSURES PSF)-ZONES (1,1 DIMENSION OR 3FT (1 C�'L N 3^4 KI QUESTION. RoofTributa MEANROOF a day EAVE HEIGHT ROOF I HEIGHT Area (S Ft N� 5 ® 5 ll:5An WWW.ENGEXP.COM 1 ht 10 15 20 25 30 35 40 45 50 -53.6 -51. -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.1 +39. +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -'54'4 -52.2 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 17 It +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 g -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -45.2 -47.6 -47.0 �' +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 1 +37.9L48. +37.3 19 ft 56.4 -54.1 -52.6 -51.4 -50.4 49.5 48.8+42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +377 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.1 20ft +42.6 +41.4 +40.6 +40.0 +395 +39.1 +38.7 +38.121ft -57.6 -55.3 -53.7 -52.4 -51.4 -48.6 +43.0 +41.9 +4L1`39 53 '+385 58.1 -55.8 -54.2 5 ¢ 5 3G! .6 -49.0 22 ft +43.4 +42.3 +41-5 8 9.2 +38.9 58.7 -56.4 -54.7 5 . 5 5 ; 0.1 49.5 23 ft +43.8 +42.7 +41.8_. + 03 r +39.2 -59.2 -56.9 -55.2 -5-50.0 24ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 It 59.7 -57.4 -55.7 I f1 ^ +44.6 +43.4 +42.6 9 + 6 440 9 9 -60.2 -57.8 -56.2 -54 -2�j a 1 -50.8 26 ft +45.0 +43.8 442-9 +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 +453 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 8 ft +45.7 1 +44.5 +43.6 1 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft 1 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41-9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +415 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +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 1 +43.6 +43.2 1 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40ft +49.2 1 +47.9 +47.0 +463 +45.7 1 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61_6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft +50.5 1 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +455 +45.2 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +495 +48.9 +48.4 +47.9 +47.5 +47.1 -71-8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +53.6 +52.2 +5L2 +544 +49.8 +49.3 +48.8 +48.4 +48.0 En - 'rn O THISDOCIINENi1S'WEFf(WIRTY41OFFRANYL.BENNARDO, p 1 4�P.E AND &KftO'PBE REPRODUSED IN WROLE OR PART I" • IS TI S, tntcs, HI L OR OTHERS F-7 0 4 � "RIONG6TOT16SDOCJIjjrAWNOT ^ TTTEDAND 1. TABLES ARE INTENDED TO 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C ON WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO QUIREtD FOR ^ THESE TABLES. 2. TABLES VALID O L St F ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F it' LrS�t APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN SD° SHA .B D+B; INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B L AVE E. ii OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI S. ALWAYS ROUND " r .IJ- LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI i E OP NING IN QUESTION (HEIGHT'S WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP ftl� EE AREA BETWEEN STRUCTURAL OPENINGS ONLY- LhJ U RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE ""rST CRITICAL (10SQUARE FEET) SHALL RO N� `' ICROTHELESSERTABLETRIBUTARY AREAS TH1>SV-I LIB SH�DGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALTII' 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. ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N SM"-XIML B ND VERIFIED BY THE GOVERNING BUILDING DEPARTME INISI FIOI pEf, RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER S. THIS SPECIFICA I5 ;it'^ o .Q ER ANY PRODUCT APPROVED CERTIFICATION. RE R<, R/�y L� , 6 MIT TED TEST CRITERIA AND OTHER APPROVALS FOR DE G TI0 F MOTION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST Y 0 - I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL W O M ORDINANCES. 7. NO CERTIFICATIO TA1 OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS"( 6rbjM'Ih'fA41Up �j {[� b tjt IRH, PEAK ROOF t BWS { J/ LEAST ORIZONTAL WHICHEVER IS SFT HEIGHT (1,1 DIMENSION OR 3FT (1 C�'L N 3^4 KI QUESTION. AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEANROOF a day EAVE HEIGHT ROOF I HEIGHT PH, (954) 354-0660 Fax: (954) 354-0443 N� 5 ® 5 ll:5An WWW.ENGEXP.COM TIO ay G5 o WALL ZONE FIGURES ISO 2010 FLORIDA BUILDING CODE ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 ENGINEERING o c6-0 EXPRESS® 160 SW 12th AVENUE, #106�z tn. DEERFIELD BEACH, FL 33442 g PH, (954) 354-0660 Fax: (954) 354-0443 N� WWW.ENGEXP.COM o CERT OF AUTH O9a88 _ _ T Florida Building Code OnBne it%r d i ienY SCIS Home I log In 4 p User Registrauon I Hot Topics I Submit Surcharge I Stats & Fads ! Publications I F8C Staff 0 BCIS Site Map I Links I Search � )U5111 5)) Professi al Product Approval Regulation USI Public User Eodud Auaroval Menu > Product or Anoliration Search > Anniication Lista I'*%- adon —II FL # FL15558 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 9 • • • Archived 13 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 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 JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, 6060• 6060•• 6060•• • 6060•• • Year ago* 1994.0000a 19940 0 1994•••••• • • 6060 •00.00 • 6060 • tM://wrww.floridabuildirig.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvKmQd[OUtQtjYlyIO97j%2ftl3jOkuyJizYgeFdPXtbuEA%3d%3d[5/7/2012 10:17:04 APT] 6060•••• • • • 6060•••• :ease: •9e• 0080• 9000•• • • • 9••98• • • 6606•• • • • • 6060 • ••60••00 • •6060••• Standard 9 • • • •00000 TAS 201 TAS 202 000000 TAS 203 • a 6060 6060 ••s••• e • • 00. 6060• 6060•• 6060•• • 6060•• • Year ago* 1994.0000a 19940 0 1994•••••• • • 6060 •00.00 • 6060 • tM://wrww.floridabuildirig.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvKmQd[OUtQtjYlyIO97j%2ftl3jOkuyJizYgeFdPXtbuEA%3d%3d[5/7/2012 10:17:04 APT] 6060•••• • • • 6060•••• :ease: •9e• 0080• 9000•• • • • 9••98• • • 6606•• • • FWda Buckling Cade Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FOC Approval Date Approved 05/06/2012 1 el QaUUY us :: ,1940,N2rth Marr 5tr - Tallahassee FL 32399 Phone. 850-487-1824 The State of Florida is an AAtEEO emplayer. C_MMWbt 2007- 20 10 State of Flodda.:: Privacy Statement :: Under Florida law, e-mail addresses are public records. If you do not want your a -mall 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 Product Approval Accepts: Im W PIR Is atr•'rRlr^� 5ccuerEO - • n:,evoan7 toy, 0.0.00 • 0000•• •••• 0000 0000•• 0000•• • ••• 0000 0000 •••• • 0000 • • ••• •••••0 • •000.0 • •• • • ••• • • • http:/h•ftddabufding.org/pr/pr_app_Od.aspx?param=wGEVXQwmgvKmQdIOUtQtjYlyIOg7ja/o2WjOkuyJizYgeFdpXfbuEA%3d%3d[5/7/2012 10:17:04 AM] ••0000 • 0000•• •0000• 0000• 0000• 0000•• • • • 0008•• ••0••• • • . 411um or 140*0 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Umits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15558 RO C GAC NI01108 .adf 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, FL15556 RO II S-2104 5S.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 F 15558 RO AF PE92035 SS.odf Created by Independent Third Party: Yes 1 el QaUUY us :: ,1940,N2rth Marr 5tr - Tallahassee FL 32399 Phone. 850-487-1824 The State of Florida is an AAtEEO emplayer. C_MMWbt 2007- 20 10 State of Flodda.:: Privacy Statement :: Under Florida law, e-mail addresses are public records. If you do not want your a -mall 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 Product Approval Accepts: Im W PIR Is atr•'rRlr^� 5ccuerEO - • n:,evoan7 toy, 0.0.00 • 0000•• •••• 0000 0000•• 0000•• • ••• 0000 0000 •••• • 0000 • • ••• •••••0 • •000.0 • •• • • ••• • • • http:/h•ftddabufding.org/pr/pr_app_Od.aspx?param=wGEVXQwmgvKmQdIOUtQtjYlyIOg7ja/o2WjOkuyJizYgeFdpXfbuEA%3d%3d[5/7/2012 10:17:04 AM] ••0000 • 0000•• •0000• 0000• 0000• 0000•• • • • 0008•• ••0••• • • NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: N1011082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb 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 NAMI 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 NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Configuration or or Maximum Pressure Test Impact Outswing Opaque Size Pos/Neg Pressure Rated Test Report Number Comments Single w/Sidelite X O/S Opaque 3'2" x 6'10" +661-70 10.0 psf Yes CTLA-696W Single Sidelite DLO: 6" x S3" Wr Tempered Glass) . •. Max Panel Size: 3'0" x 6'8" • . . • • Installation Details: S-2104(1-8) OXO O/S Door -Opaque 5110" x 6110" Installation Details: 5-2104 1-8 10.0 psf Single w/Sidelite _"' _. "" _r��-' Sidelite-Glazed .. -.. .... ..... .. ...... 1.0. .......-.tee Sidelite-No ... -... -�-.. Max Panel Size: 3'0" x 6'8" • AtiotMEACQreE Sidelite DLO: 6" x S3" Wr Tempered Glass) . •. .. • . . • • Installation Details: S-2104(1-8) OXO O/S Door -Opaque 5110" x 6110" +661-70 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" (I/8" Tempered Glass) . . . . . . .. .. . . . Installation Details: S-2104 1$ XX O/S Doors -Opaque 613" x 6110" +57/-57 8.55 psf Doors -Yes CTLA-696W Double Max Panel Size: 3'0"x 61" Installation Details: 5-2104 1.8 0 OJMa a 0 6 OS Doors -Opaque 8111" x 6110" +57/-57 8.55 psf Door -Yes CTLA-696W @Daubls•w/8ideli4s • • • • Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 6'8" 900 • •: 00: • • • : • • • Sidelite DLO: 6" x 5'3" (118" Tempered Glass) ••• ••• • 1 • • •l •• • • AtiotMEACQreE . •. .. • . . • • ..• • . • • ••• • • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . & Maoagemeat institute, IncJ4794 George Washington Memorial Highway/Hayes, V. Tel: (804) 684-5124/Fax: (804) 684.5122 NAMI AUTHORIZED SIGNATURE: TTTTTT777 1-�,�i�777��'T 74.5° MAX. OA FRAYS IWTH 70.25' MAX. OA FRW E YYIDTH •t Ey •y ry® Stv-el .BTS• TMP. .125° .75° 75• HAA- 151, MAX. O.A. i% t Y i.LL , t �i .x.625' l.Mt QA 36' NAIL OA 875• 36• YAR OA TMM OO A6IE WIQM PAPIEL WroTFi Er rYSAVt VTOUN6 B'FY�DIDG60PAQUESTi ft 0f175WfiH0 W AVRAI PANEL WWTH M. � PANEL AWTH � PANEL IGIOTH IYPACTDOQRt6W75W?N8 M47XaVFSRUTES GEWE'RALNOTES ® ® ® ® ® ® U ®ce us 1. THIS PRO��ICr IS OESM W COMPLY WIDE W CUflAEM FLORIDA 8U1DINQ tNAC1aF ACM 706AIV-01"a t AND fgtB VllOpiY ltt11iR BE ZONE DIRT RE LYRTO TRAM�•�• day 4� +tom 2. 8(IxGS 8Y OTHERS. MUST BE ANCHORED PRAY TO TRANSFER MAX MAX. $ a. LOADS TO THE STRUCW OA OA...6 @ 3 POW ANCHORS -WA L BE AS LISTED AND SPS PER ANCHOR LOCAMN to H' ETG 63.12!r DWWGS. ABHOR EMBEDMENT TO BASE MAVEM SHALL BE BEYOND WALL e ® Od DRESM OR MCCO• 8115' 81.25• 0.1_0. 4. SEF TABLE I ON THIS SW FOR QEXH PRESSUK RATINGS. MAX, MAX. HEM5. RIPS PRQWCT K OUREIX1ffffYETdTS FOR '4W' ZONES. OA ® QA 0 THE OEM PRESStAtE CHART BROW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND 00 NOT REQUfRE M&W-040E HOG HT HE" APPROVED IMPACT REWANr SHUTTERS.0 7. �I�EAPPROYEO 84PACT RMYANT SHUTTERS ARE REQUIRED go a 8. SIDELM ARE AN OPT?ON AND CAN BE USED tN A M6Ntd.E OR DOUBLE �((� tX6T5B7NG R4PACT' COP1RGMMAd. L L 0.75' 0.825' � _@li NON-NdAACi' 0y Ql y y 0.625" SIDELtTES VIEWED FROM EX1M37Xx2 yQ+ '(.' AE50BdilAl INSI@ATEDSTEE7. 0008 (Coamum to d4�ecm�dlkoro) a CONPCNENT GMSrRUCAOW. J7.75' MAX. OA a MAX OA M Face s9reats: 24 go. (0.020 Mftft o thickness. Cahmrged Sted A-525 FRAME N1D8f 19511)flllE FRAME AITH commercial qudly - AIS per ASTM 620 arch ovemp mmentem yidd sWe"th Fy(are.)=24,600 psL .875• rYP. 36• MAX. OA14')M. OA �Xy Cm desigm q dad poAs Tyre m0 1.0 to 1.25 0s/cf dmeTy. by PANEL > PANEL W107H Ilam Pand CmrstmcBon: The nage and ftcffm pmds are construe frmn 24CA (0.020• m}n.) 9*4*ed sted. The Face sheet tops mud bottoms me bad 9' ow the top and bottom rads. Tire tap LVL tail measuees 1.67' ® ® 6. 6th! bride r 1.042' hfgh. The sled bottom mil is roll fomxed 0.021• Bdvonired WACTNE ACTIVE OA D.L.O. F sled manuring 1.6r ride x IZf' high. The sidas d the face street ora �• Wtanf r� famed onto Ore LVL latch Wo arM Ptmdmasa Fare hatga sbTe t 61.0X. measure 1.67' x 1.0'. The kAftw coolly b f to polystyrene. Ire OA lane st�Ls ee gttmd to the pdystyr M. PANE 65.125' Fixed tate Const.: The > Is 4ansbuded from 24CA. (0.020` mkt.) gdamdmd RETORT9MAX. _ sled. The edges d Bre fats ore bad 90' ow bre tsar tx%s ® Od an mrd ghred to L The Web ponds me farted to mcme Um�ODL Lisp Lb 8115" 8 Di -O. S$yt Froma or the opttond Uxaty Lfght Frames. (See sheet 7 for gkmq MAX. HEIGHT detoib) The Gte frames ora seded r/ QSV gfezlmg ewwwtd on the OA exterior. FRAME Q E mee Carretruction: The frames ms ramhwW hat Partdeoso Pere jartfs HEW measw" 1.25' ride x 4,5625' daep. The door mrd sidtdte (read jambs Lma mord od bub Ofivd to the :tea jambe and aftched with (J) TOGA 2' r 7/1i'•roa •ice s*tes.•`he mi_s usm s**?d dmsrp foto Rift Dr eslbl9 m80 a I ng 41041 • X RQ 114jh. Rbre is oNodwd to N Bre tNTh 7 1 i DIXIBLE OUPS%DItG I@rACT _ g lRu1r oxxol W/ Prom-tYPacr • • • • • tl�E�t�tiENT9e • • • A 0.75• 0.625' `�� 11F UUfr VrEWED FRt94 FXtFINOR ^ c SW f;RIPTTO4 - YMXF OU15WA6'c AWPACr 1IPRt' TXt v ® Q I AMt !ABLE 1: vrEM FROM EYTERWR .`Z� p n°TE' 9-TT�T 2 ZCfV6 AND MATElMS t1E' t Rai8�-8F6 Mao AL LASS jWj AND NO E' WaR LOOT (X, ox, a W) cat ar. S. SAFFEIL EN Kx-sw SaVELM t86 Pd -70 fast p o' 14� 8 ty skyw by Hermes F Nore% P.E.% �.o 4r ` 9 i +.ti.e•! ��'�. BNLD@!G OR#'S, UNG. 5-2104 +57 PQ -57 Pd son: I am approving this document 8 (RAH M �DlI6 e: 2012.05.0117:5135-04'00' � Phom., 407- 644-6957 PM •sre Fox: 4A7-644-2366 s�cr t �� .975• for MAX OA FRAetE 1s�Tx .125• .75' MULL 155' 76.625• MAX. OA BAR TOP. TTP. PANI3. SIH �° MAXWPL OA PANEL a�ott6 9Q• 6 G MAX OA PANET. HEIOIf 1.25' � MAX. OA FRAME ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HE1OtT ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.75° WN.CONCRETE/ EDGE HST. MASONRY 51 1.50' BY OTTERS MIN. 0.250 • s 19 AMMM_ SHAM HM 2Q S 2 SEE DETAIL 7 11 ON St}EET 5 t t iD 1.750' MIN PANEL THK L 81.25` 80.0'81.25` MAX.MA ORAE P HEIGHT HEIGHT 1 17 10 NOTE 9 QN 3 SHT 4 1 B • • • • • : • ::: • : • B • • • e • • ••• • • • e ° •—r•—�1� 1251 • • • • • 2 u1y� C�6. Eby • • • • • • • i �-�•�•�VE{R.,r'cAL• GRUBS •a£CTTQN 41 • • • I M lD i. 0.75' AIN. EDGEDIST, � 51 l.50' BY OikER MIy, Ewe 19 20 44 SEE DETAIL 7 32 ON SHEET 5 NATE 6 ON 2 31 SHT. 4 SEE NOTE 3 SHT. 4 1.750` MfN. PANEL THK. 36 1 SEE NOTE 22 ON 2 45 0.125' ABN. 4 GLASS THK. i EXE 80.0,30 O.A.�E OETXLS, SHEET PAW FfEtCJIT HOG1tT SEE NOTE 2 ON 3 SHT 4 36 NOTE 6 ON 1 SHG. 4 29 NOTE 8 ON - 32 SHT 4 t6 SEE M 3 SEE QETAfI 7 4 ON SHEET 5 ,' �'; 44 �1 3! �� \fit ��M j 1.75' 2 �° d�i. � MIN. E tBST BY Q [ VERTICAL GROSS SEC7iON �A� E w � � u4i id M 0Z. 3 I WOR Si U FACE SHEET 24GA 0.020 2 FRAME 1FAU RNGER JGNIED Par0ER684 wwo 3 FRAME• fMGE AM QTM JWM PBNOEROS4 RWJWQ� 4 MME LATCH JAMB fRNGER JMTED PaIX:RDSA PINE 9 4' K 4' 1 6 X !' PFN W 7OAR LATCH sw BUMP F ALM" WIL Far MW1Qr+ cAP 10 ON *Upow" Faw mw Top W4 LK•' T2 fk BQTTW! RAIL MEL 13 DOR RM Su tKER ANIFD PONDEROSA WOQO 14 10 x i 3 4' PMW(mp SCREW STEEi. 15 LOQ( am ffwGm JOf p PONI�SA pm wow T6 3 16 01N TAPMN ANCHOR W 1 1/4- AIN. EMBED. STEP. 17 EXPANDED POLYSTYRENE 1.0 to 1.25 W. cf BY JEW-WEN FOW is NOT 19 2x WOE SOB am WOOD 20SFRM 0.25 MAX. THK. MGH QET4 " 1RASRC OR G ATER - 1 400 SERIES STEEL. ° w x d� h 1:05 o � � o. O o a 22 KWHfM THAN 700 SERIES OMMT NOT SHOWN 23x 1 1 2 P1ASMEW ODI. UTE STEEL 2 x 2 PFH W= SCREW 25 8 x 2 t 2 11i W000 So"sma 10 x 1 PFH WOOD SCREW iMPOK ASTPAC4L TO CM STEEL 1M10 x 2- PFH W=STEW 227 8 CAP 29 SVCM OM CR LAWRENCE 33 C MICONE GAZING COMPWND QSO 8Y S$1COAE 3t MW TM ML 16Gk x 314" FOR 3 QUARTER.OA Ra1HQ. 3 8 M ROM ZMTE SW wm m3 &a2fS FQR DOOR 80TH RAR. J4 SQOAGE KM>8 SET ml sa At r r Str 36 9W.RE STUM FACE SHEET 24G4 0.020 MtN. 37 1/8. TEMPfREQ GASB BY PFO LASS c Q ^ o 38 UTE FRAME SG SPARIECH POMM PP55J0 C13 POLYPROP 39 PTiESSU17F TRFATD MULLION MR (314- x 4 9716 x 81 F/4") P. WO0O 4o ALUMWUM E MKM A5NMG4L BY mvmu ALM" 41 ASTRAGAL SIRBIE PLATE P000m 42 YALE KNOB F6J'IITA.GESim YALE QFADMU 1R?11TAGE SERIES NOT STEEL 44 SMM SILL AND JAMBS (FINGER JOINTED PQNOFRM PIPJ) WOW 45 LITE FRAME BY TROM FOR 1 I.G.U. POLYfRiOP 46 112- 1NSUlAlEO PEAtPERED LASS TI&RWIY AAIPAC LASS 47 POLL. 48 1 AY,RRATED IEMP[aTfD CUSS BY l�41fY AMPAC LASS 49 L11E FRAME SLXE}P r 1 112 LANG PANHFAO BY STEEL GIAZMG COMPOfAfO OOW 11 Sf1JfX}NE 51 10 M 1N5TAUA1ta4 SCr�1Y W t.� AAV. EMBEQMoa 52 IMPLATCH SM PLATE LAM OM 0QLT STRXE HATE it rrr S1EEL �•��4i , 1 p ': O * . ' * ; T dKi • " ` �s ♦ P VCmd ® BUALUNC ORa+S, tNC Phww 407-644-5957 Fax:407-644-2J% am 9-11-01 �uE N.T.S. o�c er: JWJ aa. ar: S SAFFEl1 $ 2IQ4 s+Fsv OF ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 4 ON SHL 4 CONCRETE/ MASONRY BY OTHERS SEE NOTE 7 ON SHT. 4 • a� • • ••• Ci 1.750' MIN. PANEL TW. I �\a 51 iO r t 5EE GET& 5 ON SHEET 5 O. 1�4X ri HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK BY OTHERS • SEE NOTE 7 ON SHT. 4 ••• • a� • • ••• Ci 1.750' MIN. PANEL TW. > C43 CDNCttt7E/ .q MASGNRY • BY OTHERS • • • • • • INIERf� 0° •• •• i 1 10 51 � 0.75' e •� A4PL ON THIS TO SEE DETAIL 5 ON SHEET 5 EDGE OIST. .4o • ON SHL•1 • ®HORIZONTAL CROSS SECTION 0 HINGE JAMB TO BUCK STEM �- ' MIN, ° wo �� y ••• • • • • ••• • • • • • • • • • • • • t TAIL 7 •• •• • • SEE NOTE 4Sff 24 ON THIS TO • • • • • • • • ON SHL•1 • ••• • • • : • • : • : : • • HORIZONTAL CROSS SECTION • • • • • • • MPERIAL ASTRAGAL GAT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE I SK.. 4 QUAIL I ASTRAGAL Tn STILE ATTACWW NOTE MW 24 NOT SIM TRS VIEW FOR Ct/+ulrrgrr F. Al— BOLTS (2) TOTAL: (1 EACH) I.G. AT TDP & BOTTOM! - 7 - "z * * _ON. az rr e' i na• ��.�` Fera eA.°rare Prepared Of. SLAP C OROPS. W. Phwm, 407-644-6$97 Fac 407-664-2366 smm N.T.S an A oacam+aam: 5-2104 $�W _L OF. SEE NOTE ON SHE SEE NOTE ON SHT. SEE GLAZINGL41�' % SHEET 7 `J SEENOTE 6 29 �/ ON SHT. 4 0.750' - 7 t 1521 42 34 1 10 5 SEE NOTE 5 1 1 ON SHE 4 SEE DETAIL 5 ON SHEET 5 IFN HOR+ZONTAL CROSS SECTION s ITE fb caT JAM 3,417^{iiL �. 7 NOTES: cONCRETE/ I. SPACING FOR REN 126 THE 110 x I' PFH SCREILS ATTACHING THE MPERIAL ASTRAGAL TO THE MAMIE DOOR IS �,MASONRY OTHERS AS FOLLm, pm THE TOP DOWN & THE wrmw UP: t.0°, 2.5', 4.Q; 5.5 ; 13.0', 180" & 26.0". 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: T� & BfRTOM. HORIZONTALLY. Man PANEL 3.0' IN FROM EACH CORN&R. ON THE SiN:S. VERTICALLY, FOR THE S afM PANELS: 3.0, 110', 2"', J9.0*, 52.0' & 63.0'. "e J. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD RWM NAIL ATTACHING THE QUARTER ROUND TO THE SVEIM AND ITEM 19 THE 16GA. X I' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VFRTCALLY, IS AS FOLLOWS- TOP & 60TTOM HORIZONTALLY DR THE 3/8' QUARTER OWL 1.25' IN FROM EACH CORNER WITH ` < (t) (NAIL MI) -SPAN. e ON THE SIDES VERTICALLY (FOR ITOM 8' QUARTER RQIIND & MULLION Wj 1.25' FROM EACH END & SIX AM EQUALLY SPACED ON THE FRO. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 112' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SLOELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' ° PFT4 WOOD SCREW. e 5. SPACING FOR ITEM L� THE 18 x 2 1/2° PFH WOW SCREWS ATTACHING THE JAMBS TOGEMER AT THE MULUOK 6. THE IWEL•S SE� MO W/ 1TEM 1 SILICONE CAULK THREE SINES AND e 3/8" Oi9671ER RAUIMOS4&EM0PWAN LTAM 161 BRAG TRIM NAILS x 3/4' LONG. 7. WHEN aftr6 #C H11%SO %Wo4&V.& ITEM 127, A 110 x 2' PM SCREW. WHEN ATMOMMG � 01 ° de THE HINGE TO THE JAMB AND SLOEI.RE 4W AT THE MULLION USE REM 114, A 110 x 1 314' PFH WOW SCREW. 8. SPACING FOR REM 149 THE 16 x t 1/2' PANHEAD SCREW (TFMTY LAEFRAME) IS AS FOLLOWS: o. SMSM UMNAME FROM THE TOP DOWN MUTCALLY: 3.25, 180625`, 32.8125', 47.5625' & 62.625' e 10"m . M R) SCREW AT 4.4375' p9ON D Q0�*WWRe �LEEIONFW L CAN BE I0. USE RCI 1510040 TNSTa�ar0 MW IWOOD SUBMTE•AT RM & JAMBS. USE ITEM 125 MIEN INSTALLING WO MI S. REIT i 6'�HEN AMIM INTO b NOITEAWMIRY SUBSTRATE AT StDWff SILLS. ••• • • • • ••• • lo INTERIOR 1 10 5 SEE NOTE 5 1 1 ON SHE 4 SEE DETAIL 5 ON SHEET 5 IFN HOR+ZONTAL CROSS SECTION s ITE fb caT JAM 3,417^{iiL �. 7 NOTES: cONCRETE/ I. SPACING FOR REN 126 THE 110 x I' PFH SCREILS ATTACHING THE MPERIAL ASTRAGAL TO THE MAMIE DOOR IS �,MASONRY OTHERS AS FOLLm, pm THE TOP DOWN & THE wrmw UP: t.0°, 2.5', 4.Q; 5.5 ; 13.0', 180" & 26.0". 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: T� & BfRTOM. HORIZONTALLY. Man PANEL 3.0' IN FROM EACH CORN&R. ON THE SiN:S. VERTICALLY, FOR THE S afM PANELS: 3.0, 110', 2"', J9.0*, 52.0' & 63.0'. "e J. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD RWM NAIL ATTACHING THE QUARTER ROUND TO THE SVEIM AND ITEM 19 THE 16GA. X I' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VFRTCALLY, IS AS FOLLOWS- TOP & 60TTOM HORIZONTALLY DR THE 3/8' QUARTER OWL 1.25' IN FROM EACH CORNER WITH ` < (t) (NAIL MI) -SPAN. e ON THE SIDES VERTICALLY (FOR ITOM 8' QUARTER RQIIND & MULLION Wj 1.25' FROM EACH END & SIX AM EQUALLY SPACED ON THE FRO. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 112' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SLOELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' ° PFT4 WOOD SCREW. e 5. SPACING FOR ITEM L� THE 18 x 2 1/2° PFH WOW SCREWS ATTACHING THE JAMBS TOGEMER AT THE MULUOK 6. THE IWEL•S SE� MO W/ 1TEM 1 SILICONE CAULK THREE SINES AND e 3/8" Oi9671ER RAUIMOS4&EM0PWAN LTAM 161 BRAG TRIM NAILS x 3/4' LONG. 7. WHEN aftr6 #C H11%SO %Wo4&V.& ITEM 127, A 110 x 2' PM SCREW. WHEN ATMOMMG � 01 ° de THE HINGE TO THE JAMB AND SLOEI.RE 4W AT THE MULLION USE REM 114, A 110 x 1 314' PFH WOW SCREW. 8. SPACING FOR REM 149 THE 16 x t 1/2' PANHEAD SCREW (TFMTY LAEFRAME) IS AS FOLLOWS: o. SMSM UMNAME FROM THE TOP DOWN MUTCALLY: 3.25, 180625`, 32.8125', 47.5625' & 62.625' e 10"m . M R) SCREW AT 4.4375' p9ON D Q0�*WWRe �LEEIONFW L CAN BE I0. USE RCI 1510040 TNSTa�ar0 MW IWOOD SUBMTE•AT RM & JAMBS. USE ITEM 125 MIEN INSTALLING WO MI S. REIT i 6'�HEN AMIM INTO b NOITEAWMIRY SUBSTRATE AT StDWff SILLS. ••• • • • • ••• • • INTERIOR HORIZONTAL CROSS SEC7701 �.��r ir7� -S F. Nn 0 LICK • • • • • • • • • • • •• •• • • • •• •• SEE NOTE 5 25 66 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORI ONTAL CROSS SEC77ON AT SJDELtTE 0 HINGE IAMB NOTE 3 SHT. 4 SEE NOTE 2 23 / ON STE 4 29 SEE NOTE 6 ON SHT. 4 SEE DETAIL 5Fi. ON SHEET 5 0.250' MAX. SHIM M NOTE 7 SMT. 4 u : �.�Mim rve SEE GLAZING some N.T.S. DETAILS, SHEET 7 wo<. BY: S. SAF IXTERIOR 0.125' MIN. GLASS 7W. INTERIOR HORIZONTAL CROSS SEC7701 �.��r ir7� -S F. Nn 0 LICK u : �.�Mim rve 81 ( OAMM INC. Phwm 447-644-M7 For 407-644-2366 Iseff some N.T.S. wo<. BY: S. SAF aRkwm 0* -1 52104 -�L or 40-r 4012-S -oa •m RlSS�As �r ;As 99fZ-469-CDi �3 ��4y LS69-YY9-LOYe�Nd �.A� "ONl 'SdOMO 0Nf0'UtM 0,'� .O.0 S80 m N011Y1wlsm sw v4mm*o,,,, Z-11613II 413316 NO Ol 310A1 33S �` ZlS9l i C i 'IHS sm 4 W 30 c .3 81N1' 01 S31Vk1 3x1815 wmwsV 01 S31vm Xa S 30W vo xm .SZ'l8 • A ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• ww 7 em 01 MIMI 31Vk1 AMS 70%WSV 31VU 3Nk0S I OVWV 41uwhiwur OV130• • • • • • • • • • • •• l4 413316 Z • wr • •• • �—v 31ON 33S Z 41 ••• i r • t i i•• ••• SZ 14 SM NO f 71V130 3� ,SilZl � •00'L 00'9 cw 91 ,SZ9'9f .If — r S — 3NAU 1 vo :116 St111 NO S iron 33S �53fOtl dS Ts sm NO 4 7@130 Bs i` It \ 'du m 'du .OSZt du •009 1HS situ NO Z iP M 33S WON 3AWU v0 'XVYP du 9 MAX. OA FRAME 107.00' MAX. OA ffW/E WIDTH . .. .. . . .. ... . . .. .. . SEE DETAIL 2 ON SHEET 5 6 5 SPACES 0 U 3.0 SEE DETAIL 4 ON SHEET 5 6 TYP. 5 SPACES 13.85 • • • • • • • • • • ON SHEET 5 • • WITH �D�JTE. • •• •• • • • •• •• ••• •• • • • •• • ••• • ••• • • • • • • • • ••• • • •• • • •0 • • • • ii i 00 ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37.75' MASL OA r FRAME WIDTH Tp. 6 TYP. 6 SPACES 0 11.54' 1.25SEE DETAIL 6 WX ON SHEET 5 OA. ` — RAVE 5.50' I 1 _ a 36.6I 16 rm. 6.00' NIP. Trp. i SMME DSR WITHOL/T SGELM A-KNOR LOCAIMS VIEWED FROM INTERIOR .o��tcS F. At-,,,, U m a SEE DETAIL 4 ON SHEET 5 7 . © 40 ` rota• \�� ,on R4�zwa A�,ed 6r. QROPS, @fC. Phone: 407-644-6497 For 407 -M -2J66 sw.e: N TLS DMftJWd mx aa. enm. S. 54FFELL NO.., 5-2104 sm -L OF -L 1.67D' -1 - 1.670 two, 1.670' 4.5625' --T 2.188- 1.210'7/ // A/ ////• 1.000" 1.042 1.250' 0.750 0.500' 12 BOTTOM PAL m NINGE STILE (DamurcH s 24CA (0.0211 SM FINGER JOINTED POVDEROSA 2 3 M PWE WOOD LYL OMTMVL� FINGER JOINTO 4 44 PONDEROSA PINE 0.125• 1.645* 0 529" 1.544* 1.54* 1.566 0.831 H 0. 140' rM i.7w- -4 1.750: T1.752 -41 0.530 L . � 1- 2.521 2.519 2.621' OXNER MCU FOR S(IM WFATHERSR17P fRAIAE STEEL BQrTQW 0& SCREGEL a-LON 05 650 MORES@=O-P�,,Rap, Oli�POLYPR�Op &ALUP-O"LUP MOF x J.0* LONG mm PtAm LRE w mimm [A-=--RAsm LIFE KIT i(Affm OM PLASTIC UTE KIT MATMk 1.5m, 1.250' - IAPPMU UNDER UNDER IMPROVED UNDER I 1.109° IOm- f &482' O.W ®Q .T75' T- 0.624' I -L- 0 101 �320.375- ---4 RTEi--T - - - 1.750' 1.7J6'O,675f SWJTE Z500, PINE ORP 2 -MIL ASTFIAGAL M TWO O.JI25* 0 2.I371.012 0 Uk it 9* LONG SOLTS. 0 .Jet. 0 1.375* 0 0 91 ON TOP. I ON BOTTOM L� o -1 1-- '-4 1.025' I.ist* 4 1 - L 4.000' 40 ASTRAG&L (W L) ASTRAGAL STRIKE OM LATCH STRIKE DOOR LAMH MULUM CAP MAGER OR FAff WNGE W-116 ALW(NL4( (D(AOUWAL 0.125' STEEL) SIM @BW STRIKE OPINE (81.25* LOW) 04' 4' x 0.097' TW STEEL STEEL 11,875' Imo, - 0.5a2' I-000, Mk VARIES WITH MROWARE USED 4.041 seej j%� h^- BUW FACE REESBOLD umum - By PEWO 4.000' s Al INSERT .0 7 00 go: :0 a 0 0 0 0 willmm am INC. 0 *0 (NACERN99429M PINE Ph*Fw 407-644-6997 Far. 407-644-2766 -1 W� S-2104 //nBUILDING DROPS A Perfect Solution in Every Drop 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 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 Product: Energy Saver/Contour Wood Edge Opaque Steed Outswing Door w/or w/o Sidetites Material: Steel/Wood Product Dimensions: 107" X 81.25" (Maximum) 6966 Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: . . 9690 696999 96 9 6999 0 6 966966`tit�ij t�'i'r'r 66699. F. s rrlie�® :.... `tip SES 02 0:0 I66 • . _ .. . T T 6 9X9966 06 %699. ....6•• • Evaluation Report Pages I — 4UNAL Installation Details Pages 5,`efl , I I I ►��,` 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 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 05/01/2012 Report No: 2035 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 JELD-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: 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. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact woNwant covering on outswing doors. 6 • • 0000 9 4. Non -Impact sidelites do require an impact resistant covering when Aedln ®reqs reggirMg wind borne debris protection to comply with Section 1609.1.2 of theR3010Florida "lling Code. 0.0.00 5. Site conditions that deviate from the details of drawing S-2104 require fdrItber engjA9dr1ng analysis by a licensed engineer or registered architect. 0000 0000 6. See Installation Instructions S-2104 for size and design pressure Iimit5fibfil: :. ••:. 0000•. • • • • 6 0000•• •• • •• • • •6• •• • Hermes F. Norero, P.E. Florida No. 73778 Page 2of5 9••••• • 0000.• 0000.• 9606• •0.0• •0000• • • 6006•• •0000• /M/A\\ BUILDING DROPS 16 A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 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: Referenced Data: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 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 #: QUA 1789) •ee•G• • Goose* •o• 0 0 • • •GG••• 00 • • 0 •• • Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 Goose* • • • •0.0•• Gee••• ••••• 0000•. • • ••••.• •.•••• • • /2/A\\ BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#: Date: 05/01/2012 Report No: 2035 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 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water Infiltration requirements corresponding to noted design pressures. • 0000•• • 0000•• 0000 0000•• •0•• • • 0000 • 0006 • •••• • • 0000 0000•• • 0.006• 6 •• • • ••• Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 ..0000 • • • 0000.• 0000•• 0000• 0000• 0000•• • • • •••••• •••••• • • /M/A\\ BUILDING DROPS 4 A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites t^ - r ,'r - I- I Ij: Ii t^ - • • 00 ••40 ies . orero, P.E. Florida No. 73778 Page 5 of 5 • • • • • • 0000•• • • 0.000• • • I Ij: • • 00 ••40 ies . orero, P.E. Florida No. 73778 Page 5 of 5 • • • • • • 0000•• • • 0.000• • •