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WS-14-1773Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217892 Permit Number: WS -8-14-1773 Scheduled Inspection Date: November 19, 2014 Inspector: Rodriguez, Jorge Owner: APARICIO, LILY Job Address: 1242 NE 104 Street Miami Shores, FL 33138-2660 Project: Contractor: <NONE> J&G CARPENTRY INC Building Department Comments CHANGE OUT 1 DOOR Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1122320300070 Phone: (561)333-5042 November 18, 2014 For Inspections please call: (305)762-4949 Page 9 of 41 Inspector Comments Passed RL— Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 18, 2014 For Inspections please call: (305)762-4949 Page 9 of 41 L°� BUILDING Miami Shores Village PECEIIN1ED Building13 PAT Department AW9 p 2 . 1=a 90050 N.E.2nd Avenue, Miami Shores, Florida 33138— Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20/0 Permit No.�� �� ,i _., \��� PERMIT APPLICATION Permit JOB ADDRESS: BUILDING to L= Master Permit No. ROOFING - City: Miami Shores County: Miami Dade Zip: a Folio/Parcel#: t 1 - tea ° 0 � • ncs b Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): L `- Y tq 10,4 g 9 q ! Phone#: S0� 1 City: M iam i gar%SState' L– Zip: 3 63 TenandUssee Name: Phone#. Email: CONTRACTOR: Company Name:�1 Phone#: Address: City: U3es Qualifier Name: State Certificati( ja{-- Zip: 33 Lf / -)L--. L V I 5, Phone#-. 5-t-0 f^ og- -,.�L_ Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 10 '3 9- - I ;)L— Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew allepair/Replace ODemolition FF Description of Work: Cf , I (7-4 C,%(N k &_-)C-;� Color thru tile: F s����x�x���x���x�������x�x������������x��a��m�x�mm�x����x Submittal Fee $ - Permit Fee $ i i V . CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ I 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection Znotapproved a reinspection fee will be charged. Signature < Signature 5DD2 Own Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was ��acknowrr ledged before me this--q— day of his..dayofUU 20 A, by L:%N kgaP4C10 day of,20 7,by�JCi/1'de D/- 10, 1_,L who is personally known to me or who has produced who is personally nown tp�e or who has produced As identification and who did take an oath. NOTARY PUBLIC: FW; x._!11 ��ll..M, My Commission Expires: APPROVED BY MICHELLE BECERRA RAMIREZ * MY COMMISSION # EE 02OD88 EXPIRES: August 23, 2014 4 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Print:' My Com ion E — ELA YOUNG s S.SION S EE188835 ,�, • e EXPIRES April 12, 2016 r _--•--•--•--•--•--. _ . _44M 3984693 - - - - - FIBpId *tsgSwv1wx= Zoning Clerk 08/06/2014 15:30 10 JG PERMITS PAGE 01/02 AC© A� CERTIFICATE OF LIABILITY INSURANCE D�T4/9=14YTY, ats/2o,a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, WCTSND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the cerHticats holder Is an ADDITIONAL INSURED, the po ioy(iq$) must be endorsed. If SUBROGATION IS WANED, su*zt to the tsrms and conditions of the policy, certain policies may require an ondorssmenL A statement on this certificate does not confer rights to the aeiVf1cabe holder in lieu of Such andorseme e . tee+ Alliance Insurance Solutions LLC 7405 N Tamlam( Trail Sarasota, FL 34243 =ACT P" E 81308-3077 F^� 27,497-1280 INS FORDINGCOVERAGE NAICS INSURERA. SUNZinsurance Co an 34762 INSURED Essential HR, Inc.; Essential HR 11 Inc dha First Star HR 251 O'Connor Ridge Blvd Suite3 0 Irving 75038 INsuRER 6: A8 en Re - London - Best ittl "A" INsulica: Cafin Syrduate-L}o-sestRatin °A" INsuRmR D. Brit Syndicate - Llcyds - Best Rating "A" INSURERE: INSURER F CERTIFICATE M11MRFR' 9070ARC4 REMIKK7IM 11111MRF 2. THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIMTHSTANDING ANY REQUIREMENT. TVW OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT Wali RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERIMN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPEOFB(SURNM AoucrNumm crEFF PO rDu► LMis COAL OENM4L UAML" CLAJM5414ADE F-� OCCUR EACH OCCURRENCE S Ca' � MED EXP we pwmnj S PERSONAL & ADV INJURY $ GEN'LAGGREGATE UMITAPPLIES PER: POLICY ❑ JECCTT LOC GENERALAGISREGATE $ PROD 3-COMF/OPAGG $ S OTHER AUTOMOBILE LWBd nY v LIMIT $ ANY AUTO BODILY INJURY(Perpersn) $ ALL ED ASIC SCHEDULED HIREDALITOS ALOniO$MED BODILY INJURY (Per acadwsy $ PR�OPERTYDAMA $ UMBROAAUAD OCCUR EACHOCCURRENCE $ EXCESS UAB CLAIM SMADE AGORBGATE $ DEO RETENTION 11, A B C D aND oCo��� YIN ANY PROPRIErORPPARTNER0(WA nve I �EXCWDED7 q DESCRI ION OPERATIONS ww WOrlcers Compensation Encess Coverage NIA WCPE0000018401 10/1/2013 1X1/2014, A E.L. EACK ACCIDENT 1.000 000 r E.LDMWE-EAEMPLOYEE $ 1,000,000 E.L, hISEASE - POLICY LIMIT S 11000,000 This is far informational purppses and nothing shall create any right under such ralnWranee. D MN OF O?ERA'nCIB I LOCA'ROXS / VEHICLE (ACORD 701, Add<tions= Rmna f9 SenadWP� ley Le etla -he'd W Dol "ace lv nRMe„ I Coverage provided for all homed employees bUt not subwntradom of J & G CARPENTRY, INC, Effedive date; 10/1/2013 Miami Shores M iOULD ANY OF THE ABOVE DEED PpuCIEs BE CANOE + eD BMO" 10050 NE 2 Ave THE WIRAYIO14 t)ATE THEREOF, NOTICE WILL. BE DELNERED IN ACCORDANCE WRIT THE POLICY PROVI810NS. Miami Shores FL 33138 AU7N0RItEDREPRESENiATflr6 - - Glen J Distefano ®1986-2014 ACORD CORPORATION. All riohts raservel AWK0 Z5 (ZO14101) The ACORD name and logo are registered marks of ACORD G'= 1W.7 19794/61 Todd TrawDridge 4/9/2014 2:32799 ft Page 1 0£ 1 ^`' CERTIFICATE OF LIABILITY INSURANCE 8ij /2014 �' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ARID CONFERS NO RIGHTS UPON THE CERTIFICATE :HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS 'CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN T14E ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, ARID THE CERTIFICATENOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the poilcy,certaln policies may require an endorsement. A statement on this certificate does not confer Eights to the PRODUCER Stirling Insurance Services, Inc. 1700 North Dixie x ghtaayADDRESS Suite 109 Soca Raton FL 33432 Nicole cole Ramdeen PHOLoig"NEVz EEO: (5E11) 338-3030 FA)Ct No), tsslrSas-aoss ramdeenl.@stirlingfinancial. com 1 s AFFORDING,COVERAGE NAIC# INSURERA.CO194Y Insurance CsmpLany (GIRE) 9993G 12587 INSURED 'T & G Carpentry, Inc. 13461 79th Court North T est Palm Beach PL 33412 INSURERS Depositors Insurance Conpany POLICY EXP nyrn LIMITS INSURERc:RLI Insurance 22a2any (RLI)30568 GENERAL LIABILITY INSURERD.: INSURERE INSURERF: EACH OCCURRENCE $ 11000 000 COVERAGES [_F9T`1Me`ATF NIIMC1CI3•C"TA AAAnQ9AQ mmnair%hi his 1"M=M. X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE R OCCUR THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERRA OR CONDITION OF ANY CONTRACT OR OTHER'DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shares POLICY NUMBER POLICY EFF POLICY EXP nyrn LIMITS M i3'm:L: Shores GENERAL LIABILITY Cheryl Feng/FONGG EACH OCCURRENCE $ 11000 000 A. X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE R OCCUR 103GL000383801 /2/2019 /2/2415 RMSEM- _ 100,000 ES Ea ENIyrr c $ _BRED EXP WW one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN 'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY COMBINEa S L 11000,000 BODILY INJURY Per person) $ B tN4YAUTO ALL OOS ED �TOEDULED WPBAPD5934894493 /2/2014 /2/2015 t300tLY IWURY (Per accident) $ HIREDAUTOS NUN -OWNED AUTOS PROPERTY 5AWE $ Per a4dent PIP -Basi. $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS I IAO CLAIMSWADE AGGREQATE $ DED RETENTION $ WORRIERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PRQPRIETOR/PARTNERE ECUTIVE Y I N OFFICERIMEMBER EXCLUDED? 71 NIA I * $TATU- 0TH - t 'S E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE, $ (Mandatory in NH) It ves, describe under DESCR IPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1 $ C SURETY BOND RSB2004673 /9/2014 /9/2015 BONE) AMOUNT $ 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 901, Additional Remarks SchedWe, N mare space is required} LICENSE # CGCO22831 iwra.au��w-•evci�.��Elm -, (105)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shares ACC RDANCE WITH THE POLICY PROVISION&: 10'���0�'50� NF 2 Ave _.. ALRHORIiEO REPRESENrA nvr= M i3'm:L: Shores Village, FL 33138 Cheryl Feng/FONGG RV.. @Y LN %zw I %mvil W 1 WB -12010 ACORD CORPORATION.. All rights reserved. INS025 (z01M) 01 The ACORD name and logo are registered marks of ACORD 2013 roll details -Real Estate Account at 1242 NE 104 ST, Miami Shores 33138-2660 - ... Page 1 of 1 Tax Collector Home Search Reports Shopping Cart I 2014 1st Quarter Tax Bills are Payable on June 1, 2014. r � When entering your name and address on the payment form, please do not enter any special characters such as #,or8. The information contained herein does not constitute a title search. The information provided on the website reflects the current owner of record. 2013 RON -- Real Estate Awount At 1242 NE 104 ST, Miami Sham 331 W Real Estate Account #11-2232-030-0070` Parcel details j , Latest bill (.,. Full bill history 2013 2012 2011 2010 ... 2005 Paid Paid Paid Paid Paid Owner: LILY APARICIO 1242 NE 104 ST MIAMI SHORES, FL 33138-2660 Situs: 1242 NE 104 ST Miami Shores 33138-2660 Account number. 11-2232-030-0070 Miilage code: 1100 - MIAMI SHORES Miilage rate- 25.20520 Assessed value: 159,647 School assessed value: 159,647 ADDL HOMESTEAD: 25,000 HOMESTEAD: 25,000 2013 +? nutl big f- view Ad valorem: $2,963.10 Non -ad valorem: $750.52 Total Discountable: 3713.62 No Discount NAVA: 0.00 Total tax: Paid 2013-11-27 $3,565.08 Receipt #ECHECK-14-052638 1=1777, =177 RIVER R 'i PARK PE; ,4-iLOT T l,BLL 2 LOS�Ile OF i1J_ 44'. ia`'yl V Property Appraiser Range: 42E Township: 52S Section: 32 Block: 70 Use code: 0101 Total acres: 0.000 https://www.miamidade.county-taxes.com/public/real estate/parcels/1122320300070 7/14/2014 -; SPECIAL. SERVICES CUSTOMER INVOICE Store 6322 N MIAMIIBISCAYNE Phone: (305) 081-2959 -� 12055 BISCAYNE BLVD Salesperson: JXJ263 MIAMI, FL33181 Reviewer: lime APARICIO LILY mrm Phone (305)71&0004 Aderess 1242 NE 104TH ST ''bA Phaie (305) 710-0004 Company .Marne Cq MIAMI SHORES JobLla Ov' READY TO REVIEW $'am FL ZP 33138 C-n'v MIAMI-DADE Page 1 of 6 No. 6322-257631 REPRINT 2014-077-14 08:35 INSTALLER DELIVERY #11 MERCHANDISE AND SERVICE SUMMARY We resve Me r sold toomWomershttolimitthe quaretitiasofrRerchartdise 00 �j Check your current order status onitne at www.homedepAcomlordemiatus .a. nn[u-nustrn 22161 h1cvr DA&M *" Page 1 of 6 No. 63222-257631 Cuslorner Copy REF # 101 'S'TOCK MERCHANDISE TO BE DELIVERED: REF # SKU CITY UM I DESCRIPTION PI TAX EXTENSION R05 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD A ; 5.17 $15.51 R06 0000-252-677 24.00 LF 1-1f4 X2 PFJ VVM180 BRICK 1.63 $39.12 R07 0000-225-556 24.00 LF 11116 X3-114 PFJ LWM446 CASING AN $1.15 $27.60 SI[? - NIDSE TO BE DELIVERED: AEF # $04 ESTIMATE V DATE: 4713012014 P.O. 022501973 REF # SKU OTYUaA DESCRIPTION IN TAX PRICE EACH EXTENSION SO401 0000-665-683 1.00 EA NAI ENTRY STEEL DOORS ENTRY DOOR LEFT 33 $TEFL A N $274.68 $274.68 DOORS ENTRY DOOR LEFT 33.5 X 78.75 6 -PA rt $356.91 DELIVERY INFORMATION- DELIVERY DATE: INSTALLER WILL SCHEDUL INSTALLER WILL DELIVER MISE TO: SITE OF INSTALLATION 0101 INSTALLAT107N. NOTE: UPON RECEIPT OF ALL SIO MERCHANDISE - INSTALLER CUSTOMER TO SCHEDULE INSTALL DATE. lonnn 00 �j Check your current order status onitne at www.homedepAcomlordemiatus .a. nn[u-nustrn 22161 h1cvr DA&M *" Page 1 of 6 No. 63222-257631 Cuslorner Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Last Name: APARICIO Page 2 of 6 No. 6322-267631 INSTALLATION #1 j REF # 101 I ESTIMATED INSTALL BEGIN DATE: 0710.212014 ESTIMATED INSTALL END DATE: 0810112014 LF11-114 X2 Rikgir ITV_ATAI 1 ATInM 1 ARna- SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 000G W23 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 3OX96 1.00 EA N $287.00 $287.00 1 1 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENINGV 1 1.001 EAI N 1 $15.001 $15.001 ALL - N LABOR - BASIC INSTALLATION LABOR INCLUDES: ` PRE -INSTALLATION JOBSITE WSPECTION OF THE NEW DOOR WHEN THE CASINWRIiUI IS THE SAME SLZE OR 'DELIVERY NATHIN 30 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES) 'REMOVAL OF EK1ST KG DOOR UNIT ° INCLUDE NON -COLORED STUCCO PATGH'TO REPAIR MINOR CHIPS INSTALL NEW SLAB OR PRE -H UNG EXTERIOR DOOR U NIT AND CRACKS RESULTING FROM REMOVAL OF DOOR {FOR LARGER `]INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING ' PRE -HUNG DOOR UP To 72XSS INCLUDES DOUBLE DOORS AND DOORS ' INSTALL NEW OR EXISTING LOCKSET AND VJCKPLATE(IF WITH SIDELIGHTS APPLICABLE ON NE -W DOOR CUSTOMER PROVIDES ' FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION tdi ~%wrian=m nk+ kievs no,na •rs Page 2 of 6 No. 6322-257631 Customer Copy SPECIAL SERVICES CUSTOMER INVOKE - Coothwed Last Name. APARICIO Page 3 of 6 No. 6322-267631 INSTALLATION #1 (Continued) FIEF #101 ' ADJUST DOOR TO ENSURE PROPER OPERATION ' FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON 'DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AN DJOR TEST PRODUCT TO IENSURE. PROPER OPERATION EXISTING DOOR • INSTALL►'JEW INTERIOR CASING AND EXTERIOR TRRMIBRICKMOLO UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL MORTISE LOCKS ON WOOD ODORS (CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN MSTING OPENING OISCONNECTAND RECONNECT OF SECURITY SYSTEMSIWIRING 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 INSTALL ALL AMERICAN DOORS INSTALL FIXED RF_CTANGULAR TRANSOM LITES NOT PART OF PRE HUNGDOOR UNIT SPECIAL NOTES: ' I F YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT ' ADDITIONAL CHARGES AT THE JOBSrrE MAY 13E NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT COMPLETE THE JOB AND10R 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 IS NEEDED TO REPAIR DAMAGE FROM WATER IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES, FIECTRICALOR 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 COMPLETING THE INSTALLATION. AIRBORNE OUST IN OTHER CUSTOMER MUST H IRE THEI R OWN CONTRACTOR TO MAKE THE REPAIRS. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE 'CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING RESPONSaUTY 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 ANDIOR 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 ' CHILOREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA "* C014TINUED ON N OXT PAGE' Page 3 of 6 No. 6322-267631 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: APARICIO Page 4 Of 6 No. $322-257631 INSTALLATION #1 (Conftwed) REF #101 END OF INSTALL #1 INSTALLATION #2 REF # 109 ESTIMATED INSTALL BEGIN DATE: 0711112014 ESTIMATED INSTALL END DATE: Oa11012014 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I UM ]TAXI PRICE EACH I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NATI .442 1.00 EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: OPT N DESCRIPTION QTY I UM I TAXI PRICE EACH EXTENSION 5 PERMIT AND ADMINISTRATIVE FEE CQTY X $1.00)1 380.04 EA N 1 $1.00 $380.00 INSTALLATION SITE NAME: I Uy Aparicio INSTALL LABOR CHARGE $380.01 ADDRESS: 1242 NE 104 ST TRIP CHARGE: $0.00 CITY: EL PORTAL STATE: FL ZIP: 33138 CREDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: dale SALES TAX RATE: 7.800 TAX: Merchandise - N LABOR - N PHONE: 305 710-8004 ALTERNATE PHONE: 305 710-8004 � � * $380.01 BASIC INSTALLATION LABOR INCLUDES: `ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, tlVAND LOAD CALCULATIONS, RECORDING, ARRIVE ATJOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICT{ UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOSSITE SPECIAL NOTES: 'CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE IN FULL NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. T1iE PERMIT IS PAID FOR, WORK ON THE: PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS Wn HIN 72 HRS. WILL BE REFUNDED 'CONTINUED 1714 NEXT PAGE Paye 4 of 6 No. 6322-257631 Customer copy SPECIAL SERVICES CUSTOMER INVOICE - COntinued Last Name: APARICIO Page 5 of 6 V■ 6322-257 , 7 3 1 INSTALLATION #2 (Cartitinuad) REF #109 END OF INSTALL INSTALLATION #3 FIEF # 110 ESTIMATED INSTALL BEGIN DATE: 0711112014 ESTIMATED INSTALL END DATE: 0811012014 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM ITAXI PRICE EACH EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NATIPRE-HUNG DOOR UP TO 36X96 0.00 EAJ N 1 $287.00 $0-00 INSTALLATION SITE NAME: I LAv Aparldo INSTALL LABOR CHARGE: $0.00 ADDRESS: 1242 NE 104 ST TRIP'CHARGE: $50.00 WY: EL PORTAL STATE: FL ZIP: 33138 CREDIT FQF[ DEPOSIT/MEASU€IE: 0.00 COUNTY: dade SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N PHONE: 305 710-0004 ALTERNATE PHONE: 305 7100--0004 r► � $0.00 INSTALLER SPECIAL INSTRUCTIONS: TRIP TO RE -MEASURE AND GET DRAWINGS END OF INSTALL #3 Policy Id (PI): A: 90 DAYS DEFAULT `The Marne Depot reserves the right to limit I deny returns. Please see the retum PONCy sign in stores for details.' "A Page 5 of 6 No. 6322-257631 Customer COPY ON NEXT PAGE *" SPECIAL. SERVICES CUSTOMER INVOICE - Continued Last Name: APARICIO Page 6 of 6 No. 6322-2.!r' 7631 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES #1 (ConlinueM Page 6 of 6 No. 6322-257631 Customer Copy LA-) S 1 `A --1-1`1 Miami Shores Village APPROVED BY DATE ZONING DEPT • 11 1 11 BLDG DEPT WIND //�� 4 G SUBJECT TO COMPLIANCE WITH ALL FEDERAL ";TATE AND COUNTY RULES AND REGULATIONS REPLACE DOOR IN 1 OPENING ONLY. I AU6 NEW DOOR TO BE IMPACT RESISTANT- 4*: HURRICANE SHUTTERS NOT REQUIRED. APARICIO RESIDENCE 1242 N.E. 104TH STREET DOOR REPLACEMENT PLAN EL PORTAL, FLORIDA 0000 OPENING PRODUCT DESIGN • OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. • • • • • • 1 F 32 F 86 17.78 4 46.8 1 -50.8 FL15558.1 66.0 1 -70.0 SIDE GARAGE - LSMI APARICIO RESIDENCE 1242 N.E. 104TH STREET DOOR REPLACEMENT PLAN EL PORTAL, FLORIDA 0000 • • • •�•• 0000•• • .00 • • • • • • REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOO�S • • • • • • • • • • • • • • • • NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. • 00 0 0 0•• • • • 0000•• • ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3116" TAPCON SCREWS INTO"•O* RETP� ... • • • • .0. WITH A MINIMUM 1 114" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. 0 • • • • • • • • • • • • • • • • • • •• •• •• •• 0000•• • 0000•• • • • • • • • 0 0000 0000•• SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES ••• • • . 0000 • • • • • • • • DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES 40:4 MEAN ROOF HEIGHT = 13 FT 10 IN APARICIO RESIDENCE 1242 N.E. 104TH STREET DOOR REPLACEMENT PLAN EL PORTAL, FLORIDA 04/09/2012 - F:101 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Trlbutary Area Ft Height 10 1 15 20 25 30 35 40 45 50 ' -49.1 -47.1 -46.4 -45.9 .4 4 0 -10 ft +45.3 +44.1 +43.3 +42.6 +42.1 &. +41.2 +40.9 0 -50.0 -48.7 -47.9 -47.2 -46.7' .54.2 -53A -52.7 a lift +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -50.7 -49.5 -48.6 -47.9 -47.4 -55.9 -55.0 -54.2 -53.5 12 ft 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 -54.9 1.9 -53.6 -51.4 -50.2 -49.3 -48.6 -48.0 +43.6 +43.1 +42.8 +42.5 13 ft .64'3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 14 ft +47.4 +46.8 45.3 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 52.1 -50.8 9.9 -49.2 48.7 -484! -56.3 -55.6 -54.9 1 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 +48.0 +46.8 5.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 16 ft -52.7 - . -505 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 ft -66.5 -63.9 -62.0 -56.1 17ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft +50.2 +48.9 +47.9 .2.. +46♦1 +44.9 +49.2 +47.9 1 +46.9 1 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 +50.6 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft -65.7 -63.8 7.7 20 +51.1 +49.8 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -66.8 -54'4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +51.4 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19 ft -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 -69.7 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft +51.7 1 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -73.4 -70.5 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 +53.4 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 +55.8 +54.3 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 +56.6 24 ft +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -77.2 -74.2 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +56.1 58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -78'8 26 ft +535 +52.1 +51.1 +50.3 +49.728ft -66.5 45 ft jl��.7 +57.3 -58.8 -57.3 -56.3 -55.5 -54.9 - 4 +52.7 • -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 54ft +59.9 +58.3 +54.2 +52.8 1 +51.7 1 +51.0 +50.3 8 +53.7 • -81.6 -78A -59.5 -58.0 -57.0 -56.2 -55.6 -69.7 -68.8 55 ft • +60.9 30 ft +54.8 +53.4 +52.4 1 +51.6 +50.933ft 15-21 +54.6 -82.8 _60'5 -59.0 -58.0 -57.2 -56.5 -71.7 -70.7 -69.9 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 1 +55.8 1 +55.4 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 -61.4 -59.9 -58.8 -58.0 -57.4 - 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 -62.5 -61.0 -59.9 -59.1 -58.4 -57 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -63'8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -65.0 -63.4 -62.3 -61.4 -60.7 -90.16 OL99.6 -96.1 58.7 soft +59.9 +58.3 +57.2 +56.4 +55.g +55.0 + .5 .1 +52.7 -65.1 -64.5 -63.3 -62.5 -61.7 141.1 "_1.6 -06.1 -59.7 55 ft +60.9 +59.3 +58.2 +57.3 .4,E Al 16A *f o .6 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 ft 1 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Trlbutary Area Ft) IgM 10 15 20 25 30 35 40 45 50 -51.2 0 -loft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.7 -59.2 -57.5 -56.2 -55.1 .54.2 -53A -52.7 -52.0 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62'6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44,6 +".0 +43.6 +43.1 +42.8 +42.5 .64'3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -65.8 -63.2 -61.4 -60.0 -58.8 - 56.2 -55.5 16 ft +49.2 +47.9 +46.90, _ , ESI E. �.8 +44.0 -66.5 -63.9 -62.0 -56.1 17ft +49.7 +48.4 +47.4 w .8 +44.5 67.2 -64.5 -62.7 5 ,0 7.4 -56.7 18 ft +50.2 +48.9 +47.9 .2.. +46♦1 +44.9 -67.8 -65.1 -63.3 -6 . .7 -57.2 19 ft +50.6 +49.3 +48.4 +47.6 +47. 1 +45.7 +45.3 ft -68.4 -65.7 -63.8 7.7 20 +51.1 +49.8 +48.8 + 5 5.8 -69.6 -66.8 -64.9 -63 58.7 Z2 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 -72'5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28 ft +54.2 +52.8 +51.7 1 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 30 ft +54.8 +53.4 +52.4 +51.6 1 +50.9 +50.4 +49.9 +49.5 +49.1 1ft -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 -75.8-72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 +56.6 1+55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -78'8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 • -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 54ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 • -81.6 -78A -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 55 ft • +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 1 +55.8 1 +55.4 WIND VELOCITY =175 MPH I MRH <_ 60' EXPOSURE IDI BASED ONKd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO C DEFINED AS THE C I1<ON USE OF CRITICAL C _ 13I D FOR'. 2. TABLES VALID O L1 F N 3. TABLES VALID F LESS THAN 10° SH 4. IDENTIFY THE B ( AVS CANNOT BE IDENTI FJ CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES =ER AS A SITE SPECIFIC CONDITION. HEIGHT. IF THE MEAN ROOF HEIGHT S. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OF ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP GTWRGEST AREA BETWEEN STRUCTURAL OPENINGS ONLY- RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE OITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO ESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D,LISHED 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. S. 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 (GCpI-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ =HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N ND VERIFIED BY THE GOVERNING BUILDING DEPARTM ikSE , ; RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE S. THIS SPECIFICA O I E T __ R ANY PRODUCT APPROVED CERTIFICATION. RE R RA MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G TION F NATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B Y'OT T CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL ItOT T M ORDINANCES. 7. NO CERTIFICATIO E I OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF MVUdlRH, PEAK ROOF WHICHEVER IS SM AL QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 S' NE S+ QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT T ROOF 1 HEIGHT 5 5 ® 1 5 54Q ® a 0 WALL ZONE FIGURES �,� ISOMQ 9 to O .8 -MAKKS - - KVFP I:MKU = - O INFT16lUE . .GSS TSB 08/01i/1 X 010 FLORIDA BUILDING CODE EGRESS � � z m m I US H GHZS GSS GSB 1 • 0 A ••3 . . ..� •_ • ASCE 7-10, CHAPTER 30 n _ - Zn DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 rn O m THIS D"NWdS THE PMPIMY W FWWA. BIS MMO PH: (954) 354-0660 FAX: (954) 3540443 g d o RE ANUCHALLMOT BI W11ODUOID IN'MIOLE OFt PART z -P wmlo NSH11HT1J1Gr0*RA LNAImOPE _ WWW.ENGEXP.COM 0 o N »e no l^ No�� I, ASCE 7O N mMAPAM%TO IS DANI CERT OF AUTH #9885 y 111 i . Rorida Suliding Code Online I'Itd SCIS Home I Log In 1 User Registration i Hot Topics I Submit Surcharge d Stats & Facts 1 Publications i FBC Staff I SCIS Site Map I Unks 1 Search P Bus'ne� [P�gro6f'4easj-s'I+y a) Product Approval Regulation USSR: Public User MMUMOMM Prorkct Anoroval Menu > Ptodu+or. Anoiiwtion march > AoeNcetian.Ust > ApMCD tlon D•tall FL # FL15558 Application Type New Code Version 2010 Application Status Approved Compliance Method *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Certification Mark or Listing Archived El Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeid-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Emali 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesata?jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing 0000 • • 0 • 0000 000000 Certification Agency National Accreditation & Management InY t0te, i • • • 0 • Validated B National Accreditation &Management Inyd�jtYt@,O ♦ • • • • • • • • • • • • • • 00 0 ••0.00 ••0• • • • • 0 • 0••0.0 Referenced Standard and Year (of Standard) Standard 0 00000 Year• • 0.0 866000 TAS 201 •0000• 1994 0 00 TAS 202 • 0 • 1994.• 0 • *000:0 TAS 203 1991 * 0 0 0 0 0 0 0 0 • • • •0.00• 0000 Equivalence of Product Standards 0 Certified By http://www.ftoridabugdirtg.org/pr/pr-app_dti.aspx?param=wGEVXQwtDgvKmQdl�ItQtjYly20g7j%2ftI3jOkuylizYgeFdpXfbuEA%3d%3d[5/7J2012 I0:17:�i AM) Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05101/2012 Date Pending FBC Approval Date Approved 05/06/2012 .. y,,�,. yi,��. ' vgi(ai•�, '�i .i y � k.i� f ;^ rli% 5t1 yY'K+ Cfy` YF[� 6666 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 F tt S�S558 RO C CAC mini 108 .odf 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-2.104 SS.odf configurations, design pressure ratings, and installation details. Verifled By: Hermes F. Norero, P.E. Florida P.E. 73778 •• • Created by Independent Third Party: Yes • Evaluation Reports Fi-15558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes �8,� 1t�iexE" Contact Us :: 1440 North Monroe Street. Tallahassee 32399 Phone* 8550-487-1824 The State of Florida is an WEED employer. Conydatit 007- 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 a- mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DSPR's ADA web accessibility, please contact our Web Master at w limas eLQdhor.cta .0..N. Product Approval Accepts: http://www.fWdabudchng.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQryYlyIOg7j%2ftl3jOkuylizYgeFdpXfbuEA%3d%3d[5/7/2012 10:17:04 AM] 6666 • • 6666 6666•• • • • • 6666•• •• • 6666•• • 666960 • • • 6666•• 6666 • • • • • • •699•• • .:see: so:** •• •• •0 •e •e•06• • •696•• 9 • • • • • 0000•• ••090• • • • •00a 0• •• • sees • • http://www.fWdabudchng.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQryYlyIOg7j%2ftl3jOkuylizYgeFdpXfbuEA%3d%3d[5/7/2012 10:17:04 AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI011082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamath 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 I Glazed Design I Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque I Size Pos/Neg Pressure I Rated I Comments Single 'w&d` elite X Single O/S Opaque 3'2" x 6'10" 6/-70 10.0 psf Yes CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104(1-8) Single 'w&d` elite rYpn.+,.ev Sidelite-Glazed r .e w nv uw. .v : a. ,.a• .ha.uNa� 4Kvti Sidelite-No . -w Max Panel Size: 3'0" x 61" Sidelite DIA: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2144 1.8 OXO O/S Door -Opaque 5'IO" x 6'10" +66/-70 10.0 psf Door -Yes CTLA-696W Single w/Sidelites Sidelites-Glace 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 O/S Doors -Opaque 6'3" x 6'10" +57/-57 8.55 psf Doors -Yes CTIA -696W Double Max Panel Size: 3'0" x 6'8" Installation Ilietaits: S-2144 1-8 0�: :— • C1�5• • oors-Opaque 8111" x 6110" +57/-57 8.55 psf Door -Yes CTLA-696W Double w/Sideifres • : : : •: §idelites-Glazed Sidelites-No Max Panel Size: 3'0" x 618" •• ••• • • • • • • •• Sidelite DLO: 6" x 5'3" (118" Tempered Class) • ••• •1 ••• is • I I I 1 :.. : MMfio1dt1 na: Accrodi t•& Management Instit ate, Inc./4794 George Washington Memorial • .. .. Tel: (804) 684-5124/Fax: (804) 684-5122 . . .... •:' ':' NAMI AUTHORIZED SIGNATURE: . .. . . . . . . . . ..... . . .. .. .... . . ... . . VA JELDIYEN@ Steel .875' TYP. fiWEW5AV0=ff0W8'$W0OOSW0PAQWS7EH Otfl9WtAfL' WALi000A&=W W & WIAfiX1T9dEUTFS I. TIZ PRODUCT is DESIGNED TO COMPLY WHTH TFC CUuRT FLORIDA MOM COW AN KM VELOCTY HURRICANE ZOW IW* REa11REAfENTS. 2. WOOO BtM BY OURS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO HIE STRUCAK 3. PRD=T ANCHORS SHML BE AS USU AND SPACED PER ANCHOR LOCATION DRAWWGS. ANCHOR EMIRLW TO BASE MATEItrAI. %ALL BE BEYOND WALL GREMG OR SIU (L 4. SEE TABLE I (IN THIS 96EP FOR OE50N PRESSURE RAANCS. 5. THIS PRODUCT MEETS THE WATER REOUREMENTS FOR WQ- ZONES. SEE ME OEM PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND 00 NOT RE0t8RE Mm-a4DE APPR%U IMPACT REWANT SHUTTERS. 7. MIAMI-aADE APPROVED IMPACT RESISTANT SHUTTERS ARE REa11RED FOR swam B. SIOELITES ARE AN OFTM AND CAN BE USED IN A S®4Gl.E OR DOUBLE CONFIGIM11 N. RESIDENTIAL. WSAAEDSiE� COMPONENT PI;Sap amne tansl fiw a its.' 24 ga (0.0217' minimum thk*aosa, CaNarezed Stem A-523 commerc'd quaRy - AGA per ASTM 620 with overage minimum paid strerrgih Fy(ove.)-24AM psi. Expanded potysyrene wilt IN to 1.25 Pos.Jcf dertsity, by JELO-WEN, INC. Parrel Ca"traction : the ach" and inactive panels are constructed Pram 2400.. (0.020' mm.) gaiwar zed steel. The face sheet tops and bottoms ore bard 90' aver the top and bottom rods. The (up WL and measures 1.67' wide x 1.042' higk the step bottom rad is rad formed 0421' gahan4ed stq meamping 1.67' wa x 1.2t' NO. The sides of the face sheat are ro0 farrted onto the LVL latch stria and Pondorow Faa fringe sale which measure 1.67' x 1.0'the inwar cavity is Red WM pololyrow. The face Res aro glued to the potystyrm e. ad LRe Coat.: The sash is constructed from 2404 (0.020' ova.) galvanized stets. The edges of fire face sheet are bent 90' aver Lha palysiyrene care and glued to It The sifdfe panels are routed to receive the OLX. Lip Lite Frames or We optional Trinity Ught Frames. (See sbeet 7 for glazing debts.) Rea lite frames are sealed w/ OSO glazing compound on the extedw. ON C01struction, The bmces are caatrrrcted fram Porderaso Pea jarrebs menunng 1.25' wide x 4.525' deep. The door and sideP4e had Oft are marbsed and ba8 inked to the side jambs and attached sith (3) irm 2' x 7/16' cram .1r�ey "wi use a s4dord GwnP•&c9 9eq& Uwashold measuring 0.041 dean dex•1.0 *high• Thsttadlhotlis •ttocled to the frame stifle f31 SGA. 2' r 7/I11' rr•ivmlktmARa. • • • , ( • • TAffJ"CRHT W W • • It • • ) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W. MAX. OA PANEL HEIGHT aim* Q MNL C OA FRAME HEIGHT' 70.25" MAIL 0A FRWMUMfRIDJfi .75'75' MULL. 15.5' MAX G.A. TYP. .: 17P. SeIVELIFE FRAME WOTH .BTS" 36' MAX BA 14' MAX OA TYP. P/dHEL WIDTH PANEL i�IN 6" WAXWDIN 2 61AIC yyW e PANEL 63.t25' a Hw f ® &U a 1", O.L.O. HEIf;+HT FRWE n4r- 5 -4 qrn SME QUIS C IMPACT ^ v 0.625'- A SMEL F- MEWED EXTERIOR I CJ X01 I.75* WOA FROMEUM x07' MAX. CA FWX MDTH ~ .. 37FRAME W701H 18 .875' _ .75' Ltt6J.. 153' MAX. OA .�.+ Tw. MAX6.625" AX. BA � �' s�� �� SIH w . " MAX OAT 36' MAX OA 14' M0.. OA .875' PYP. PANEL WON � � PANEL RAGAL� PANEL THORN PAtiF1 tlFf00f ® ® ® 6 ® ® ®Max,16Uf a 1NACIK AUK OA O.L.O. 95 1-9 � 80' ✓�' /i G l�itx OA OA PANEL PANEL 63 HTS' o HMIT fHETtAfT MAH(. 8x23' ® 81.25" D, MAX. MAX. FkiGXtf S OA @ OA FRAME FRAWHUGHT HOW o ^N Q N N 1Vxau�NFACT' q ttlttttTt w (0XX01 W/ NON,-RHPACT 0.623'� F, IVOr SIOELRES VIEW® FROM EXTETNOR w v m VIVEMU LE10ER14UR (X) : 4V .p .. 9-11-01 TABLE 1: Z' : . O Prepared BY. SCALE N.T.S. DE= Pf EMME RUNG -CM VIER Darr" ffalsiorw Is InTinZ 7t � i'.* M. ear: JWJ =1 +66 PO -To Psf : �pO =, r �W ' "( U' oa . ar S. SAffELL 412,; OFt 2,; S TRFS ita6y signed by Herres F Nomm, P.E. •° „ r O • :lama rout thisdocument ""Ei°`a' �� l0 fes. INC.955-2104 R t37 psf -57 psf te. 20, 2.OS.0117:511:35 -04W Aw. ` Prada: 407-644-8957 cede A r eS m>a fax 407-644-2366-44 1UJ Ly roi `sv', 4NH6.- Qg H W v0 r. A GN+O.O _ JELD-WEN, INC. 3737LAKEPDRT BLVD. KLAWTHFA" OR, 91691 PH. 541.882.3451 w v{fi lrP GN�+tl PART OR ASSEMBLY: AL LD O OF S SECR1A Ns W pp p V �N AYNN+�b OC ,C V gNIAGH.:O�b V Q.UA W N-. I Ag �Q Mal i t {z�`rj �j R. N x b 4 1 a 11 MIMN mollummumv 'rim ilm lco H ` IR m y PRODUCT: ---WW EDGE OPAQUE STEEL OUTSWING IMPACT DOOR UP TO 9'-0' x 6'-B" WITH & WT W NON-IMPACTSIOEUTES _ JELD-WEN, INC. 3737LAKEPDRT BLVD. KLAWTHFA" OR, 91691 PH. 541.882.3451 £ O1 12 M0Dm TO M£ET THE 2010 FBC ✓tA 07111 Ol 14 PART OR ASSEMBLY: AL LD O OF S SECR1A Ns 03 00M REMN TJH DATE REMONS 9r SEE NOTE 4 ON SNL 4 CONCRETE/ MASONRY BY OTHERS 5 7 1 15 21 4 34 E)lfERIQR S�Ll6LMY12 \\ 51 10 1 17 \ SEE DETAIL 5 ON SHEET 5 0Z50' WX IV\ HORIZONTAL CROSS SECT70N SHIM LATCH JAMB TO BUCK 1.750' MIN. PANEL THK SEE DETAIL 5_/ ` ON SHEET 5 fp1 HORIZONTAL CROSS SECTION 0 . MAft HINGE JAMB TO BUCK S0. ] SEE NOTE 1 W. 4 SEE NOTE 7 ON s+r. 4 m •° a w ti CONCRETE) m m a MASONRY BY OTHERS �s V' N 0.75` W& o x" EDGE DIST. o i 0 ° Sts Ny. o,Y r ASTRAGAL THROW BOLDS (2) TOTAL: (I EACH) 0.31' Wt & 9.0' LG. AT TOP & BOTTOM ASTRAGAL TO STILE ATTACHMENT NOTE: REM 24 NOT SHOW THIS VFW FOR a�Tu11u, _,'\"'.S F. AX" f•i � � FeM qr rt��xore SEE NOTE 4� 1 ON i " J t a • • • • py SHT•,•24 • ••• • • • • • • • • • • • • �&AT- �1 SECitON i s i • • i • • IAL APOSSTRA SEE NOTE 1 W. 4 SEE NOTE 7 ON s+r. 4 m •° a w ti CONCRETE) m m a MASONRY BY OTHERS �s V' N 0.75` W& o x" EDGE DIST. o i 0 ° Sts Ny. o,Y r ASTRAGAL THROW BOLDS (2) TOTAL: (I EACH) 0.31' Wt & 9.0' LG. AT TOP & BOTTOM ASTRAGAL TO STILE ATTACHMENT NOTE: REM 24 NOT SHOW THIS VFW FOR a�Tu11u, _,'\"'.S F. AX" f•i � � FeM qr rt��xore Prepared er SLUNG DRIPS. INC. Phww 407-644-6957 Foy: 407-644-2,M N.Ts. 10G- ft, Jwj cwc. ar: S. SWELL OFAWM No, 5-2104 st+EEi y3 OF 8 • • • • • • • • • • ••• • • • ••• • • SEE NOTE 1 W. 4 SEE NOTE 7 ON s+r. 4 m •° a w ti CONCRETE) m m a MASONRY BY OTHERS �s V' N 0.75` W& o x" EDGE DIST. o i 0 ° Sts Ny. o,Y r ASTRAGAL THROW BOLDS (2) TOTAL: (I EACH) 0.31' Wt & 9.0' LG. AT TOP & BOTTOM ASTRAGAL TO STILE ATTACHMENT NOTE: REM 24 NOT SHOW THIS VFW FOR a�Tu11u, _,'\"'.S F. AX" f•i � � FeM qr rt��xore Prepared er SLUNG DRIPS. INC. Phww 407-644-6957 Foy: 407-644-2,M N.Ts. 10G- ft, Jwj cwc. ar: S. SWELL OFAWM No, 5-2104 st+EEi y3 OF 8 7 ti I (� HORIZONTALCROSS SECTION AT SiDELiTE TO LATCH JAMB HORIZONTAL CROSS SECTION AT SIDEUTE TO HINGE JAM13 NOTES:SEE 1. SPACING FOR ITEM 126 THE 110 x i' PFH SCREWS AiiACHiNG RHE IMPERIAL ASTRAGAL Ta THE INACTIVE DOOR is MASONRY51 NOTE 3 i 9 20 4 31 ON SHE 4 3 AS FOLLOWS: FROM THE TOP DOWN & THE ✓�TTOM UP: to , 2.5°. 4.0. 5,5 , 13-07, 1&0' & 26.0'. OY • • Z. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW iS AS FOLLOWS: • • TOP & BOTTOM. HORIZONTALLY. SibELTE PANEL 3.0' IN FROM EACH CORNER. 3 3 454 ON THE SIBS. YERRCALLY. FOR THE SIOELDE PANELS: 3.O, 13.0', 26.0. 39.0 , 52.0' & 63.0'. +p DETAILS. SHEET 7 3. SPACING FOR ITEM 13i THE 16G4 x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUiE AND W" M: MAW" ITEM 19 THE 16G& X i` BRAD TROA NAIL ATTACHING THE MUMN CAP TO THE MULLION BAR VER I LY, IS AS b. og�z FOLLOWS. TOP & BOTMM HORrMALLY (FOR THE JX QUARTER ROUND): t.25' IN FROM EACH CORNER WRH ° (1) NAL MID -SPAN. \ ON THE SiDES VERTICALLY (FOR 80tH 3/8' QUARTER ROUND & MULLKIN CAP); 1.25' FROM EACH END & SIX MORE • EQUUY ON IHE FIELD • • 4. WHEN ATTACHING THE SIRIKE PRATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 112' PFH WOOD SCREW.\ 0.125' MON. \ WHEN ATTACHING THE STRIKE TRATE TO THE JANE AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' GLASS INK. PFH WOOD SCREW. • • S. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGERHER AT THE MULUQN, •• •• IS AS FOLLOWS. 6. ' C ) T SCREWS E"LLY SPACED ON THE FIELD. SEE NOTE 2 2 6, THE SIDEUTE PANE1o4lS SECURED S 1S M 129 SUCME CAULK ON THREE SIDES AND a 318' QUARTER ROUNE SECLb" WIMN 31 WM NAM x 314' LONG. + \ l ON Si1T. 4 HORIZON 75* WSi 7. WHEN ATTACHING TFiE gE MAN# No \�� 29 jt1�GE jq ISE:%Vl, A 110 x 2' PFH SCREW. WHEN ATTACMNG a ° EDGE OLtl SFT(.SEE 4 `, SF. THE HINGE TO THE JAMB AND SOELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 314° PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 112' PANHE40 SCREW (IRMTY LREFRAME) IS AS FOLLOWS: e. SEE DETAIL 5 �� 07--" MOM LITEFRAME FROM THE TOP DOWN VERTICALLY: 325: 180625, 32.8125', 47.5625" & 62.625' ON SHEET 5 r i ONELIP SCREWVAT4.4375• 4 ' 9. lX Z Ai �ft 0.250' MAX. UZMTE UPON!NTHE ORMM C94E� Q PRQtEC 7CNSfAtaMBFI— 1.50' MIN. O� 10. USE /TEM 151 WHE INS OiTO•NOOD SU�iRPATE AM &�JA t USE ITEM 125 WHEN INSTALLING INTO EMBED. PaWNLL' IN17y MULLIONS. USE 1 1} t49HEi4 0 }A�Li�iG CON MASON(�P SU85TRATE AT SN}EL1TE SUS. O'+b FM qr ••• • • • • ••• • • 0.750' SEE GAZING Q cm By- r:OA DETAILS. SHEET 7 W" M: MAW" og�z "o Phane: 407-644-607 • • • • • • • • • • A. •• •• • • •• •• •• • • • •• A. • • 29 SEE NOTE 6 Prepmed 8y. �- ON SHT. 4 ° v1 owa. BY., JN 0.750' SEE GAZING Q cm By- r:OA DETAILS. SHEET 7 W" M: MAW" og�z "o Phane: 407-644-607 Isre W swEcr �, SEE GLAZING§ 14 10 OEtALS, SHEET 7 m� o EXTERIOR ��II a d�� LLQ77 INTERIOR o CROSS SECTION �o i'O�U c� o ,yO 0Q once: 9-II-Oi Prepmed 8y. �- * : owa. BY., JN Q cm By- r:OA u ` W" M: MAW" RAM DROPS, INC 5-2104 Phane: 407-644-607 Isre For 407-644-2366 swEcr �, • • • ••0000 ••••• •e••• .0000. ••e••• 0 • • ME p X m o� — I AS JELD-WEN, INC. P c Ln f 0 yp �V 3737 LAKEPORT BLVD. rn � MOATE PART OR ASSEM6LttKLAMATH N ANCHORING �ocanONs • "I.. o•ee _ AND DETAILS aj NS • Gooses o• •e •••••Qf•s••o•i•• Is •1••�• •Go 0 06 Gee• w \ o f l I, ME p X m o� — I AS JELD-WEN, INC. P c Ln °1 yp �V 3737 LAKEPORT BLVD. rn � MOATE PART OR ASSEM6LttKLAMATH N ANCHORING �ocanONs PH. 541.882.3431 AND DETAILS aj NS N Vy — I 24 JELD-WEN, INC. P c Ln °1 yp �V 3737 LAKEPORT BLVD. MOATE PART OR ASSEM6LttKLAMATH N O rgrg� X I I—WOW 17110E oPAOUE STEEL ouI'SWNG JELD-WEN, INC. °1 WOOIFIED TO WELT ME 2010 FW M IWACT DOOR UP TO 9'-0- x 6-8' 3737 LAKEPORT BLVD. MOATE PART OR ASSEM6LttKLAMATH PALLS, DR. 971 ANCHORING �ocanONs PH. 541.882.3431 AND DETAILS NS •••• • •••• • •• — G pp po pQ 0 9 0 N O — `' FE •• •• :0900 3S • • •••••• •••••• • • • ••• • • • •• ••• • •••• a tptill U >f' 1§!R MI G G e a � L7 � GS g 0 cn � I I 1 i 1 I N I I I i i I r W G V —WOU EDGE OPAOUE STEEL OUTSWINO IMPACT DOOR UP TO 9'-O' x S' -B" WITH R WITHOUT NON-IMPACTSIDELITES PART OR ASSEMY: ANOHOPjWG LMTIONS AND DETAILS N A JELD-WEN, INC. 3737 LAKEPORT BLVD. KLAMATHFALLS OIL 97601 PH. 341.8823451 I- H pVp G O H — G pp po pQ 0 9 0 N O — `' FE 3S m 4+ g$= G G e a � L7 � GS g 0 cn � I I 1 i 1 I N I I I i i I r W G V —WOU EDGE OPAOUE STEEL OUTSWINO IMPACT DOOR UP TO 9'-O' x S' -B" WITH R WITHOUT NON-IMPACTSIDELITES PART OR ASSEMY: ANOHOPjWG LMTIONS AND DETAILS N A JELD-WEN, INC. 3737 LAKEPORT BLVD. KLAMATHFALLS OIL 97601 PH. 341.8823451 4q fes+ INTERIOR „ �•_ GLASS BITE 442 SLE NOTE 2 ON SHE 4 GLAZING OETAIIL I OOL UTE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTECH PO.YCOM PP55M C13 O EXTERIOR • • 0.125' TEMP. ••• • • SHCE7 __L oP GLASS t.t;t� MIN .750` AIR SPACE GLASS s. • • • • • • I; .75" x .50' INTER r 0.125" TEMP. INTET• • i i • • i 0,b6.WIEEL SPACER GLASS • • • • • GKSS • • ••• • • • . • • • �0 4 c•4i48� • • ON SHT. GLAZING QUAIL 3 • • • • • • • TRINITY PE FRAME • • • • • • • 1• IMSUUTEQ 1t�PE 0 ?ASS y1Pf _5 17 • s • ••• • • • • ••• • • SHCE7 __L oP • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR 0.500` MIN. GLASS THK. 0.125' TEMP. �r! 0.250" AIR 5±i i CLASS SPACE ;1a , t ` .25' x .50' 0.125' TEMP. INA R 0.50 INTERCEPT GLASS GLASS STEEL SPACER BITE SEE NOTE s 45 49 ON SK. 48 UTE FRAME 1/2'INSULAT GLASS LUPO1' E 7 45 ALL GLAZING CCOONRGURATIONS SFI U COMPLY WITH SAFETY GLAZING REQUIREMENTS O"EO IN Fic SECnoN 2406. ro . imp:• .: ��` '* v c.eu• \\' `.� (ay ° r coM' 9d%Z0me BUlom INC. Phorte; 407.. &957 I= 407—Sd4-726 arc, er: dWJ cxx. ay: S. SAFT ELL. nxnwwc aa.: 5-2104 SHCE7 __L oP • • • _ •• •••10 CION • • Dose $�c • • •• •••• •• ••• • • ^ cam. All ®O® 4 T—zi g yy V _ A Of O O Zi C bt -T A p6 �^ ° r � s$ a —T $ PRODUCT: r� --N6 EDGE OPAQUE STEEL OUTS{4ING JELD-WEN, INC. m E or r MONO ro nrE caro FaC nAa IMPACT DOOR uP To s' -O" x s' -a° 2737 LAKEPORT BLVD. TO •E£r THE 2064 Pw m WITH & W MOUT NON-WACTSIDEUTES C PART oR ASSQAety: KLAMATH FALL% 09 97601 AWSM RMONUNT COMPON&TS PN. 541.882.34S1 DA BY BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of JELD-WEN, inc. 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com 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 Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107" X 81.25" (Maximum) Prepared For: JELD-WEN, inc. ``��►t><�i�it���� 3737 Lakeport Blvd. ���� ES F. 'i, Klamath Falls, OR. 97601 y 0Prepared by:Hermes oi4 F. Norero, P.E °Florida Professional Engineer # 73778 �• " CU0 0 • •Date:05/Ql/2412 '>�. �.� Contents: ����••• ;�f���,fO.°•°i0• ?®:..•:0 Evaluation Report Pages 1 — 4 •0 i'y. • NAL tN • • X0,11111 Installation Details Pages 5 0 f it j�� 000000 966 Digitally signed by Hermes F Norero, PA- FON0.0 nes F.SVoreroero, P.E. 000000 Reason: I am approving this document •• • Florida 18." 3778 • • Date: 2012.05.01 17:42:30 -04'00' 0000 BUILDING DROPS L2JA 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 5-2104, 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 resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further eng"de log analysis by a licensed engineer or registered architect. : .00 6. See installation Instructions 5-2104 for size and design pressure limitations. • �� •' • 000.0• .. • • •69• • 9 • .0000• 0000 • 0000.• 6. 6• •• as "132r:nes F. Nortro, P.E. ' ` Florid", Ng.**43778 •' • ' Page 2 of 5 .. • 0000 • • • .0000. • 0000•• •6.9• 6060• 6609•. • • • 6609•• •••9•• 0 //QA\\BUILDING DROPS FL#: 6 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 #: QUA 1789) 0000 • . •606 0090•0 •6••9• •• • 009.66 000600• •999•• 0000 • • • • • • 6000•• •696 • 0000• so 00 00 as 900000 :*%12rjnes F. Norero, P.E. •� ' ' Florid:JJ%: 778 ""• 9 'Page 3 ;6...; •'• of 5 • /G/^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 3/1V 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 1 57 PSF* Positive 1 66 PSF* Negative 1 57 PSF Negative 1 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. • • ••:• 0000•. 0000•• •. . 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• • • 0000• •• 00 •• •• 0.0000 • *4e*r:nes F. Norero, P. E, �• • • FloricW9@2 3778 0000.• i ••• •Paje4of5 i••••i •• • • •• • • .0 //GA\\) BUILDING DROPS 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 J!j() P ni" np-' 3, 4 Yjr f,.,: T" 00 T, t �7riI 5 P ." ; ,� - r, r:.1 lose • t••• 0000•• •0 0000•• No 00 • orero, P.E. • • 0 oF1orijjj,,V778 000900 •00 "Page 5 of 5 0 0000 0 0 09:6