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WS-11-1187
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161546 Permit Number: WS -7 -11 -1187 Scheduled Inspection Date: August 09, 2011 Inspector: Bruhn, Norman Owner: PEREZ, FELIPE Job Address: 735 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)758 -6056 Parcel Number 1132060141990 Phone: (561)333 -5042 Building Department Comments BACK DOOR TO BE REPLACE WITH IMPACT RESISTANT Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 08, 2011 For Inspections please call: (305)762 -4949 Page 13 of 27 ArORD� �.,-- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY1^n 6/30/2011 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, EXTEND 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 certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Iieu of such endorsement(s). PRODUCER Stirling Insurance Services, Inc. 1700 North Dixie Highway Suite 109 Boca Raton FL 33432 CONTACT Nicole Ramdeen NAME: A(p_HCNNc,F�d): (561) 338 -3030 Not: (561)338 -3055 ADDRIESS :ramdeenl @stirlingfinancial.com PRODUCER 00016928 CUSTOMER ID #. INSURERS) AFFORDING COVERAGE NAIC # INSURED J & G CARPENTRY INC 13461 79TH CT N WEST PALM BEACH FL 33412 -2118 INSURER A :Nationwide Insurance Company of 25453 INSURER B:Depositors Insurance Company 42587 INSURER C : 5/2/2012 INSURERD: $ 1,000,000 INSURER E : PREM SES Ea occurrence) INSURER F: COVERAGES CERTIFICATE NUMBER:CL1163001204 REVISION NUMBER: 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, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH 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 MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MMIDDIYYYY) LIMITS A GENERAL LIABIUTY COMMERCIAL GENERAL LIABILITY OCCUR ACPGLZO5904894493 5/2/2011 5/2/2012 EACH OCCURRENCE $ 1,000,000 X PREM SES Ea occurrence) $ 100,000 CLAIMS -MADE X MED EXP (Any one person) $ 5 , 000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 X POLICY PRO- JECT LOC $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS ACPBAPD5904894493 5/2/2011 5/2/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ Medical payments $ 1,000 SRCH2 $ UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y/ N N / A WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY OMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedu e, K more space 1s required) CANCELLATION (305) 756 -9972 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Cheryl Fong /FONGC' i1zr--`" ACORD 25 (2009/09) INS025 (200909) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 119se Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) o /(cf:f R. Phone # 305 ?SS = 6:057e, Permit No. Master Permit No. Owner's Address ? 3 j Gv E 51- City //L'Larict4si, 5I1DfL State f Tenant/Lessee Name Email Zip 3 3130 Phone # Job Address (where the work is being done City Miami Shores Villa e 3 5 E q1 q County Miami -Dade Zip 3 v 13 8 FOLIO / PARCEL # ((- 3 2.0 4 - R-/. I 1 41/7 Is Building Historically Designated YES NO Contractor's Company Name ay6 Contractor's Address ( 3 t/ (( -74) c ol) Phone # Flood Zone (S? 333 -Sb City (/L) P State Qualifier Name' D J1t f5 State Certificate or Registration No. C t 022-F F / Contact Phone Zip 3 3 ` /!Z Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work: Certificate of Competency No. r E -mail �C�i°i'L! fjivii ° icy. e o1®7cin x Phone # /Vs. ❑Alteration Square / Linear Footage Of Work: New Er Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * � � * *, Fees************* ** ** *** ** *** * * * * * * ** * ** * * * ** * ** 0 Submittal Fee $ Permit Fee $ Notary $ Scanning $ Double Fee $ Training/Education Fee $ Radon $ Structural Review. $ CCF $ CO /CC $ DPBR $ Technology Fee $ Bond $ Violation date: Total Fee Now Due $10 ,9-0 See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) • Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 CONIlVIENCEMENT 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 �e.° 19 Signature (3'V® Owner or Agent The foregoing instrument was acknowledged before me this Z 3 ~,A The foregoing instrument was acknowledged before me this 2 V Contractor day of3 *.e , 20 f j , by Fe 11i2 1 v , day of who is personally known to me or who `has produced r=L ®ti oho, who is p identification a d who did take an oath. APPROVED BY ,7 /i 5/6,/a 20 11, by 2 es DGj rsonally wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: NO +' PUBLIC-STATE OP FLORIDA My Cr ; <sR Padran y • , 11 m .may oII #DD8S6644 Expires: MAR. 10, 2013 rin,)k2) MU ATLANTIC BONDING CO, INC. Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked )mmiss' • n Expire : , 3 « °�� SA6VEID SIRES JA, AM Notary Public, State of Florida Commission# DD6' -:386 kiy comm. expires Jurto 24, 2011 APPROVED BY ,7 /i 5/6,/a 20 11, by 2 es DGj rsonally wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: NO +' PUBLIC-STATE OP FLORIDA My Cr ; <sR Padran y • , 11 m .may oII #DD8S6644 Expires: MAR. 10, 2013 rin,)k2) MU ATLANTIC BONDING CO, INC. Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked M N M tL 'D 1 3058995528 » O Page 1 of 5 No. 6322-176731 N 0 l— 0 (r) SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI /BISCAYNE Phone: (305) 981 -2959 12055 BISCAYNE BLVD Salesperson: EXS3742 MIAMI, FL 33181 Reviewer. Nenue PEREZ. FELIPE Add.. 735 N.E. 94 ST. Hasa Phan (305) 758-6056 J1ha; Pit CcROanr Name Gil', MIAMI SHORES S'a" FL zG 33138 J:"eodpor NRT c't"'y DADE Page 1 of 5 No. 6322 -1 76731 REPRINT 2011-06-21 09:55 EJEL 1• EP e 1 II We reserve the right to limit the quantities of merchandise sold to customers Check your currant order status online at wvmJfomedepot.00rnlorderstatus Customer Copy :STOCK MERCHANDISE REF # SKU TO BE DELIVERED_ QTY UM _ _ ___ __ _ DESCRIPTION TAX N ° PR1� l j �2 F $4.97 $1.59 EXTENSION $14.91 $33.39 R02 155 -400 3.00 EAI1X6 -B PT APPEAR WEATHERSHIELD WM180 PFJ 1- 114X2 R04 252 -677 21.00 LFIBRICK ROB 565 -447 21.00 LF;CASING WM366 PFJ 11116X2 -1/4 ' $0.83" $17.43 S/O - MDSE TO BE DELIVERED: REF # S07 ESTIMATEyV DATE: 07/1112011 P.O. TAX PRICE EACH N $1,062.50 #22553902 ( EXTENSION $1,062.50: #.. SKU 1 QTY 1 UM DESCRIPTION 1 _REF . 50701 7:.;.,-587 I 1.00 E :. 1 Iii "v #ELjNE I'r�1PAC; SUIINIBLi "JE 11Ji'f�C:' /(QUOTE #6322 _ �- 1►NIBLINE INPACT)DOOR SWING/LEFT OUTMD/UNIT SIZE/31 0 • !JAMB 6 9116 "JSILL 6 9/16" /DOOR FINISH CHESTNUT BRONZE Ba *+ - INSERT 22X64/HINGES ANTQUE NICKEL. r �� MERCHANDISE TOTAL: $1,128.23 DELIVERY INFORMATION: IDEUVERY DATE: INSTALLER WILL S = 1,414, INSTALLER WILL DELIVER MDSE TO SITE OF INSTALLATI.2, 01`010. TIME OF INSTALLATION. WILL CALL CUSTOMER TO SCHEDULE INSTALL. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - I '4. ' L Check your currant order status online at wvmJfomedepot.00rnlorderstatus Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PEREZ Page 2 of s No. 6322- 176731 -INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 06(20/2011 ESTIMATED INSTALL END DATE 07/20(2011 MERCHANDISE TO BE INSTALLED: —F—SKU UM REF # QTY DESCRIPTION R02 : 155 -400 3.00 EA 1X6 -8 PT APPEAR WEATHERSHIELD R04 i 252 -677 21.00 LF BRICK WM180 PFJ 1 -114X2 R08 565 -447 21.00 LF CASING WM366 PFJ 11/16X2 -1/4 _S0701 743-587 BASIC INSTALLATION SKU _140-.162 IE:XTERIOR GO OPTIONAL LABOR SELECTED a•: 46 I ADL:ITIONAL ISINGL E DOORS! . 1.00 LABOR : ORS _ fvAT INCLUDES: CHARGE GCE EA MINIBLINE INPACT /PREHUNG FOR -� OTY__. I UM ITAXI 1.00 , E! PRICE EACH i'v I 5297.001 1 EXTENSION DESCRIPTION . DOOR UP TO 36 X 30 1 3297.00 PREFINISREO & HARDWOOD DOOR INSTALLATIONS- L Q? `.v Ui 11 TAX PRICE EACH EXTENSION ..00 EA N i $100-00 I $100.00 - -- 58 ....UPCHARGE FOR IMPACT OR INSULATED GLASS -UP TO 354WIDE X 80'HIGH! 1.00 EA N $90.00 $90.00 INSTALLATION SITE NAME:1 PEREZZ FELIPE 94 ST. INSTALL LABOR CHARGE: TRIP CHARGE: $487.00 $0.00 ADDRESS: 735 N.E. CITY_._. MIAMI SHORES , STATE: FL ZIP: 33138 CREDIT FOR /MEASURCE: ($50.00) 't :,. `_ '� - r.i_...... _... _ _ PHONE: (305758 -6056 r:_ i ...,._:�'r.�c - .. �at0!t NI �' ... _ nr; p a.: 9 -: N ! �m� �D�E7POSIT T#3 -i LL. Ue_ $4 37.00 ALTERNATE PHONE: BASIC INSTALLATION LABOR INCLUDES: _.DELIVERY BY INSTALLER OF ALL JOB - RELATED MATERIALS WITHIN ...ADJUST DOOR 70 ENSURE PROPER OPERATION 30 MILES OF STORE .,.INSTALL NEW INTERIOR CASING AND EXTERIOR TRIM' BRICKMOLD _..REMOVE AND HAUL AWAY EXISTING DOOR UNIT (CUSTOMER PROVIDES IF NOT PROVIDED BY MANUFACTURER WITH ...INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT DOOR UNIT). ...INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS,& CAULKING ...INCLUDE NON - COLORED STUCCO PATCH TO REPAIR MINOR CHIPS . ..INSTALL LOCKSET, DEADBOLT. PEEP HOLE, MAIL SLOTS, DOOR AND CRACKS RESULTING FROM REMOVAL OF DOOR. (FOR LARGER KNOCKER, KICK PLATES AND/OR HANDLESET (CUSTOMER PROVIDES) STUCCO REPAIR. SEE OPTION PRICE LIST). I .•* CONTINUED ON NEXT PAGE"* N Page 2 of 5 No 6322- 176731 Customer Copy M P '0 I 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALLATION #1 (Continued) Last Name: PEREZ Page 3 of 5 No. 6322- 176731 REF 1101 NOTE: SOME HARDWARE CANNOT BE INSTALLED ON SPECIFIC DOORS OR STEEL DOOR UNITS. ...DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS DOOR BEING REPLACED ...JOBSITE CLEAN-UP AND INSPECTION OF FINISHED JOB WITH CUSTOMER UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: ...INSTALL DOORS OVER 96" IN HEIGHT OR 144" IN WIDTH ...INSTALL FIXED ARCHED TRANSOM LITE IN EXISTING OPENING ...REP?..R C.AP.PENTRY TO EXISTING OPENING LIMITATIONS APPLY- SEE SPECIAL NOTES) ...FERRY OR TOLL CHARD:_ ...STRUCTURAL WORK ...PAINTING OR. STAINING SPECIAL NOTES: "C•': T- - 74:COES or _r,,- ;CH.A.S:NG AN 2TALLA T:O ; ft:CP..KS: 1. SELECT NEEDED MERCHANDISE WITH A HOME DEPOT ASSOCIATE 2. BASED ON YOUR ESTIMATE OF THE DOOR-S DIMENSIONS, WE WILL ESTIMATE THE TOTAL COST OF YOUR INSTALLATION. IF ACCEPTABLE, YOU WILL PAY A FEE FOR AN INSTAL 1 FR TO CONDUCT A SITE INSPECTION PRIOR TO PROCESSING YOUR ORDER. 3. THE INSTALLER WILL SCHEDULE THE JOSSITE INSPECTION TO : � .•f 1 ._ .. .:!:....`iD:RA'i2RIAL ;a INSPECTION, WE WILL UPDATE YOUR QUOTE. NOTE: THIS AMOUNT CAN CHANGE. DUE TO SPECIFIC CONDITIONS WITH YOUR INSTALLATION. 4. WE WILL ORDER YOUR MATERIAL (IF IT 15 SPECIAL ORDER) AFTER YOU PAY THE BALANCE OF THE PRICE FOR MATERIAL AND INSTALLATION. WE WILL GIVE YOU AN ESTIMATED LEAD -TIME THAT MAY CHANGE BASCD ON THE AVAILABILITY OF THE PRODUCT. 5. ONCE THE MERCHANDISE IS AVAILABLE FOR INSTALLATION, THE INSTALLER WILL CONTACT YOU WITHIN TWO WORK DAYS AND SET ...PLASTER, DRYWALL OR SIDING WORK ...RE- INSTALL EXISTING CASING OR BRICKMOLD ...DISCONNECT AD RECONNECT SECURITYSYSTEMSWIRING ..INSTALL MORTISE LOCKS-WOOD DOORS ONLY (CUSTOMER PROV'CES) OTHER PARTS OF :1•iE HOME :S A NATURAL OCCUPENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. "'AFTER YOUR INSTALLATION: ..YOU WILL HAVE TO IMMEDIATELY PAINT OR STAIN ALL DOORS AND TRIM SURFACES TO MANUFACTURERS SPECIFICATIONS ON UNFINISHED OR PRIMED MATERIAL. ._UNF NISI ED WOOD OR OTHER DOOR MATERIAL CAN SPLIT. WARP, Or; DE rC:i'I0 ;M1 NOT PROPERLY FINISHED. i ILJRE TO DO THIS CAN VOID THE PRODUCT WARRANTY AND WE CANNOT GUARANTEE THE INSTALLATION. REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. "'OTHER INSTALLATION EXPECTATIONS: _.CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS WILL LEAD TO ADDITIONAL CHARGES. ...IF UNFORESEEN LABOR iS NEEDED (E.G., REPAIR DAMAGE FROM WATER OR TERMITES, ELECTRICAL OR PLUMBING PROBLEMS), THERE WILL BE EXTRA CHARGES. IN SOME CASES, THIS LABOR "" CONTINUED ON NEXT PAGE"' Page 3 of 5 No. 6322- 176731 Customer Copy v0 1 3058995528 » CV SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PEREZ Page 4 of 5 No. 6322- 176731 INSTALLATION #1 (Continued) REF #I01 A DATE FOR THE INSTALLATION. ***BEFORE YOUR FNSTALJ.A11ON: _.IF YOU NAVE AN ALARM SYSTEM, YOU MUST HAVE DISCONNECTED BEFORE THE INSTALLATION BEGINS. WILL NOT BE RECONNECTED AS PART OF THIS _.ELECTRICITY MUST BE ACCESSIBLE TO THE WORK ."DURING YOUR INSTALLATION: _.AN ADULT OVER 18 YEARS OF AGE WITH THE DEC SIONS AGOUT YOUR t•;STALLATON M .ST THE. JO3SITE INSPECTION AND INSTALLATION _CHILDREN ?'.FO PE-T9 MUST E'; KEPT AWAY FROM ...IT MAY SE AA:4SYY DLA!F�r.,• ! HE !NSTALLA-::ON __THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE BEFORE COMPLETWG THE:NS TALL.ATION. AIRBORNE IT ALSO, IT INSTALLATION AREA AUTHORITY TO MAKE BE PRESENT DURiNG THE WORK AREA. OF' OUR DOORS. WORK AREA GUST IN MAY NOT BE AVAILABLE FROM HOME DEPOT AND THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO COMPLETE THE WORK. _..THE INSTALLER ER WILL PROVIDE TI-4E MANUFACTURER'S PRODUCT MANUAL AND WARRANTY CARD TO THE CUSTOMER. PLEASE REFER TO THIS FOR WARRANTY REOUIREMENTS AND MAINTENANCE RECOMMENDATIONS. "'SERVICES NOT AVAILABLE WITH THIS INSTALLATION PROGRAM: ...ELECTRICAL WORK ...PAINTING OR STAIN :NG OF DOO:iS AND TRRM MOLDINGS ...WORK ON SUNDAYS OR HOLIDAYS ...RE- INSTALL EXISTING INTERIOR OR EXTERIOR FINISH 3401 DINGS __STRUCTURAL WORK - REPAIR. INCREASE OPENING SIZE. ETC. I END OF INSTALL #1 REF INSTALLATION #2 # 105 ESTIMATED INSTALL BEGIN DATE: 0W20/2011 ESTIMATED INSTALL END DATE: 07/2012011 ___ _ _ BASIC INSTALLATIONf LABOR: SKU 1 DESCRIPTION ;TAX PRICE EACH EXTENSION QTY UM 114 -442 IBUILDING MATERIALS PERMIT FEE - NAT! 0.00 EAi N $0.01 $0.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 5 1 PERMIT FEE - QUANTITY X S1.001 IPE 350.00 EA INSTALL N LABOR $1.00 CHARGE: $350.00 $350.00 INSTALLATION SITE NAME: 'PEREZ, FE ADDRESS: 735 N.E. 94 ST. TRIP CHARGE: S0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 [ CREDIT FOR DEPOSIT /MEASURE: $0.00 I •*° CONTINUED ON NEXT PAGE*** Page 4 of 5 No. 6322 - 176731 Customer Copy 'o 3058995528 » b r O SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALLATION #2 (Continued) COUNTY: DADE Last Name: PEREZ Page 5 of 5 No. 6322- 176731 REF #105 SALES TAX RA E: 7.000 TAX: Merchandise - N PHONE: (305),758 -6056 _ ALTERNATE PRONE: BASIC INSTALLATION L ALL FEES ASSOCIATED WITH OBTAINING THE PERMIT (I.E., 6. UNICPALITY FEES, ENGINEERING, WIND LOAD CALCULATIONS. RECORDING. POSTAGE AND ADMINISTRATIVE ). DELIVERING COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICKING. UP FROM THAT MUNI. IPALITY AND DELIVERING TO EITHER INSTALL TOTAL DUE: ABOR INCLUDES: JOB SITE OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL ARRIVE AT THE JOB SITE ON DAY OF INSTALLATION AND LEAVE WITH CUSTOMER. $350.00 SPECIAL NOTES: F._:: -UN:.>i;;;.E FOR THE I'r:YMEN. O!-' "I'rt= PE"FIM.I I ONCE THE PCHM ' IS PAIL) TOR, WORK ON THE PEHIYII T ASSEMBLY BEGINS IMMEEVATELY. CANCELLATIONS WITHIN 72 HOURS WILL BE REF.:r4DEL IN FULL. Nu REFUNDS WILL BE ISSUED ON PERMIT FEES AFTER 72 HOURS OF PAYMENT. fiOTAL CHARGES OF ALL MERCHANDISE & SERVICES 7,2 o Page 5 of s N o. 6322 - 176731 (v E€NID OF ORDER No. 6322176731 Customer Copy j END OF INSTALL #2 TOTAL BALANCE DUE 30" X 80" REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED Miami Shores Village (�S APPROVED ZONING DEPT BLDG DEPT BY DATE 7/c2 SUBJECT 10 COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY FUII FS AND RFCtit ATIONS JUUi n ' 201 j 1l1 I \ - YO,p�' ^99V 149,,• ,,Q OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 30 I 80 16.67 4 45.2 T -49.2 FL14569.1 60.0 1 -60.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INT WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 3 IN PEREZ RESIDENCE 735 N.E. 94TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 49 45 50 10 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 35 25 30 ,HHeiihhtt l 15 ft, -50.4 - 492 +46.5 +45.2 - 48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 -482 +42.3 - 45.9 +41.9 -45,5 +41.6 0 -15 ft -622 +46.5 -59.8 +45.2 - 58.0 +44.4 - 58.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -51.1 =,• +47.1 +45.9 - 49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 -473 +433 -46.8 +42.9 ;-46.5 +42.5 -46,2 +42.2 16 ft -63.1 +47.1 -603 +45.9 - 58.8 +45.0 - 57.5 +44.3 -56.3 +43,7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -52.4 -51,1 +48.3 +47.0 -50.2 +46.1 49.5 +45.4 148.9 +44.8 - 48.4 +44,3 - 48.0' +43.9 147.7 +43.6 147.3 +43.2 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44,3 -55.9 +43,9 -552 +43.6 -54.5 +43.2 20 ft -53.5 -522 +49.4 +48.1 -51.3 +47.1 -50.8 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -484 +44.2 20 ft - 66.1 +49.4 -63.5 +48.1 - 61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +414 -49.4 +45.1 22 ft - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 - 61.4 +47.4 -60.2 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 - 64.1 +49.0 -62.6 +48.2 - 61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 -552 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 - 52.3 +47.9 -51.9 +47.5 -51.5 +47.1 - 51.1 +46.7 26 ft - 69.8 +52.2 -67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 -62.4 +4&4 -61.4 +47.9 -60.4 +47.5 -59.8 +47.1 -58.9 +46.7 28 ft -57.5 -511 +53.0 +51.6 511 +50.6 -54.3 +49.8 -53.7 +49.2 -512 +487 - 52.7 +482 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 882 +513 -66.2 +50.6 -642 +49.8 -63.4 +49.2 -62.3 "+487 -61.4 +482 - 60.6 +473 -59.9 +47.4 30 ft 58.3 56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49,9 -53.9 +49.4 53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft 72.0 +53.8 X9.2 +52.3 67.1 +51.3 65.8 +50.6 64.3 +49.9 -632 +49.4 62.3 +48.9 61.5 +48.5 80.7 +48.1 32 ft - 59.1 - 577 +54.5 +53.1 - 56.7 +52.0 -55.9 +51.3 -55.2 +50.8 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54,5 -70.1 +53.1 - 68.1 +52.0 -66.5 +51.3 -85.2 +50.6 : -64.1 +50.1 *63.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft - 59.9 58.4 +55.2 +53.7 57.4 +52.7 58.6 +51.9 -55.9 +51.3 - 55.4 +50.7 54.9 +502 -54.5 +49.8 -54.1 +49.4 34ft -73.9 +55.2 -71.0 +53.7 - 68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -82.4 +49.4 ft -60.6 59.1 +55.9 +54.4 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 - 56.1 +51.3 55.6 +50.8 55.1 +50.4 -54.8 +50.0 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 - 68.1... +52.5 -66.8: +51.9 -65.7 +51.3 -64.7 +50.8 - 83.9 +50.4 -63.1 +50.0 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 57.9 +53.1 - 57.3 +52.5 56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 - 67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 -84.6 +51.0 -63.8 +50.6 40 ft - 62.0 -60.5 +571 +516 -59.4 +542 -58.6 +53.7 -57.9 +510 -57.3 +52.5 - 56.8 +52.0 56.4 +512 -56.0 ! +511 40 ft -76.5 +571 -73.5 +55.8 -71.3 +54.5 -69.7 +533 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +511 42 ft -62.6 -61.1 +577 +56.2 - 60.0 +511 59.2 +54.3 -58.5 +53.6 -57.9 +530 -57.4 +52.5 -57.0 +521 -56.6 +51.7 42 ft -772 +57.7 -74.2 +562 -72.1 +511 -70.4 +54.3 - 69.0 +53.6 - 67.9 +510 -66.9 +52.5 - 66.0 +52.1 -652 +51.7 44 ft -63.2 -61.7 +583 +56.7 -602 +557 -59.7 +54.8 -511 +54.1 215 +53.5 -510 +530 -572 +52.6 -571 +522 ft -780 +58.3 -750 +517 -72.8 +517 - 71.1 +54.8 -69.7 +54.1 - 685 +515 - 675 +53.0 - 666 +52.6 -658 +522 46 ft - 63.8 -62,3 +58.8 +57.3 -612 +56.2 -60.3 +55.3 -59.8 +54.6 - 59.0 +54.0 -55.5 +53.5 -58.1 +53.1 -57.7 `+52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 - 70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -64.4 -62.8 +59.4 +572 -61.7 +56.7 - 600.8 +518 -60.1 +511 59.6 +54.5 59.0 +54.0 -58.6 +516 58.2 +511 ft -79.5 +59.4 -76.3 +57.8 -74.1 +517 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +516 -67.1 +511 50 ft -64.9 - 63.4 +59.9 +513 - 622 +57.2 -81.4 +56.3 - 60.7 +55.8 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.8 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 - 63.9 +80.4 +58.8 - 62.8 +57.8 -61.9 +56.8 -612 +511 - 60.6 +55.4 -60.0 +54.9 59.6 +54.5 59.2 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 ft -66.0 -64.4 +60.8 +59.2 - 63.3 +58.1 -62.4 +57.2 - 81.7 +56.5 -61.0 +55.9 -60.5 +55.4 50.1 +54.9 - 59.8 +54.5 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.8 +54.9 -68.7 +54.5 56 ft -66.5 -64.9 +61.3 +59.7 -83.7 +58.5 -62.9 +57.7 -62.1 +56.9 - 61.5 +56.3 -61.0 +55.8 - 80.5 +55.3 -60.1 +54.9 ft -82.1 +61.3 -78.9 +59.7 -78.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 67.5 -65.8 +62.2 +60.6 -64.7 +59.4 53.8 +58.5 -63.0 +57.8 52.4 +57.1 -61.9 +56.8 51.4 +56.1 51.0 +55.7 ft 23.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +58.1 -70.3 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60° BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. 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. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE)' ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF, THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. 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. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR 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) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ®--1 ® 1 ELEVATION WALL ZONE FIGURES 4- m m z co 0 c 8 til r REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CHKD DATE CL FLB 04/19/06 TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, RE AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. °' ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 BCLS Home Log In User Registration ( Hot Topics Submit Surcharge Sttats & Facts Publications FBC Staff BCIS Site Map Links Product Approval. SERI Public User product Roar al Meng > product or Aoalication Search > AooliCation List > Application 'Detail FL # Application Type Code Version Application Status Comments Archived FL14569 New 2007 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Bivd Klamath Fails, OR 97601 (800) 535 - 3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jell- wen.com Technical Representative Steve Saffell Address /Phone /Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method 3737 Lakeport Bivd Klamath Falls, OR 97601 (541) 882 -3451 Ext2900 stevesa @jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By arch http :/ /www.floridabuilding.org/pr#pr app_ dtl. aspx?param= wGEVXQwtDguxTVBjriReYg %o2fDEHW1X.,. 6/27/2011 Flo ri a 13tlild ng Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/02/2011 06/13/2011 06/23/2011 Page 2 of 2 :emery of Products Model, Number or Name Description X14569.1 Steel, Wood Edge Door 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing -LMI Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure; +60/ -60 Other: Product must be installed per manufacturer Instructions as stated on drawing 3W050903 I Back Certification Agency Certificate FL14569 RO C CAC NI006255- R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 installation Instructions FL14569 RO II 3W0509-03 SWE_6068 OS.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 RO AE 08020601.odf FL14569 RO AE PER 1398 6- 13- 11.odf I Created by Independent Third Party: Yes Next Department of Community Affairs florhfa Budding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee; Florida 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Copy Statement! Accessibility Statement' plua -in Software 1 Customer Service Sury ey i Contact Us Product Approval Accepts* http : / /www.flaridabuilding.org/pr /pr app dd. aspx? param= wGEVXQwtDquxTVBjriRcYg %./a2fI EHW1X... 6/27/2011 JELL + ''eta Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. �1. THIS PRODUCT ISDESIGNED TO COMPLY WIN THE CURFIENMORJ0A BUN-DINO CODE(PBC) RASE ON THE SEWED AND SEALED WE: INCWDlNG NM? AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE fGt LO$ WGB TAS201 -94 ASTME34407 ASTMEII TAS20294 AST ME331.00 ASTME199645 TAS 203.04 ASTME2$391 t W000 BLOCS BY DINERS MUST BE ANG1OREDPROPERLY TO TRANSFER LOADS TO THESTRUCTURE 3. PRCXXIC T ANOICNS S PIA LL BE AS LISTED AND S°ACEDAS SHOWN .ON DETAILS ANCHOR EMBEDMENT TO BASE EdATERIAL. SHALL .BEBEYOND WALL DRESSING i RSTTacco 4, 1TESIGNEDPTESSUF1E RATING SEE TABLE PAGE 1. $ THIS THE WAITER RECUIREVENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) aPRODUCT DOES NOT fEQWRE SHUTTERS GENERAL NOTES \1 RESIDEN77AL INSULATED STEEL DOOR (Common to ail frame nonagons) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' min) tedasess, Galvanized steel A-525 commercial quality AKDO per AMU 620 weth average minimum yield strength Fy(ave)=30627pst. Care Desires: Expanded pololywne with 1.0 to 1.251 s density, byJeld-Wen irx Panel C on, The acthe and inactive panels arecon uctedfarn24GA (R021'nln) galvsnIzed steel The face sheets at tap and bottom are fit Or over the top end bottom reila. The too mail measures 1.0" high x 1.688" wide. The steel beta n tali measures 1.2t " high x- 1.68rwide. The sides et the lace sheets silt mil formed Teethe lees and hinge seas weds measure 1.00* htghx 1.688" ,wide. The hledorcavityis filed Olt expanded p styrene. The Wce sheets weever, to the exp ended peystyrena The panels are cut col tor the two- 001. Manhunts ALLEN (ante. Units glared with wed and bonneted impact 1"ro. CM double epplicallons the inactive door Ls lined with an extruded a&aen= asaaga:or6063.T5afoy. manutectunel by Endure Frame C on The frames are ccnsinrctedoffingetiontedptnejannu mewing 4- 9/18"x T-114". The head jambs are morlised end bultfoined 10 the side and attached Wet: three (3)1664 7/t6" keg staples an cads side. Thethrestthold is attached to the s(ee jambs wins three (3) TOGA 7/16 " Brawn x2" long staples on each stria Mena' ODL Insulated lie(s 1 " overall tidiness, =nesting d one (1) pane o1O.125 tempered glass; 1) 6- airspacW two l2) panes o!0 121" annealed with .090 PVB layer by Sdada At Ries am sendw died glazed blto the panels, Digitai[y signed bylAlex Spyrou Reason: l am appving this document Date; 2011.06.0619:5 :12 - 04130° POP. s- 0)3 {.. 12 OR 1.1 :0 414"41• - 71 +. TABLE! DESIGN ELATING p REQUIRED EMMA FOSITNE .S0A NEGATIVE NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN I X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. 3 —'FOR a ANCHOR IN IX BUCK OPTION IN 1a ,v..r:I SEE SHEET 4 FOR DETAILS: es No SHEET# TABLE OF D TYPICAL ELEVATIONS VETICAL. CROSS. SE OF MA HORMONTAL CROSS SECTIONS OPTIONAL IX BUCK IN MASONRY/CONCRETE C LOCATIONS CGMPONENT DETAILS COMPONETRE ,S .. si * ** 0Nk. FLOACWOSAIrtellet CarIWORtataktdi MnVkl'AW t25x,AYa.8iL.4� v PARK,FI area Pe,FECEntaaanctea. 2151 szu.E.AS NOTED SAO coot S. SAFFELL 509 -03 1 o7 r MIN. ---•, MIN. EMB. 1/4. MAX. SHIM THK. SEE DETAIL A SHT. 7 1' MIN. 1" MIN. -.. o efir Jr", ®0 0 t r` MIN. E�fr1!_.�- ''0�.�Z -i 53,.1sJfarl7i.`rx .1111Mr ©M11i .71Wk x pL wea e e)jF,■ qy/11111 Sfax Ul 10 ND t t )dx:l !7d:lei [�►: r t._t,r a •.a ..e •^ita�3��1133 -� E1C rl�t.x cuL�1�li.ra iEn` Mil/P.:_/:',11/11111111 (EiU /k1 EyF rix� t•±+I(3le °4�.S�riu�ir�,'Cr! 11111?x7=3fal,./41 466.1? .ziewe. i /tea 7Fax 0 0 8 SEE DETAIL 0 SHT. 6 SEE DETAIL A SHT. 7 SEE o DETAIL G o SHT. 6 0 I; 0 413:1 il.a_ s e:e 4 IO xrtrl ..i..::.. tItLIL 1e RCZA1CLt-7.'f40:11 1 e �y. WOOD eie1 TTi e:e ,tik 'i e e e fA 63!.1LL...era JT11 IPaOD e i ®STEEL e e PANEL SKIN 11A1ERN. - r CAL TTrrize Xx A r « r z•: «., C WNV t. {ae 1E2r• 611,1p32-0 r;pzrll[11111■11111E.11111111 ar Ei1Crr* ,` 71n 35 OPTIONAL 1x W000 BUCK NOTES: T FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING'(nEMS #5 & #34). SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT i5 ACHIEVED. 6o 1 1 /2" MIN. EMS. 1t18 N ',,G -> O . NO 1 MIN._` • F'— 1 ".M A VERTICAL CROSS SECTION TYP 2 WOOD FRAMS 111:STALL ATfON SCALE: 8" •1 TAE01 cg O 0 MANISSPYROU MAMA P4MaVnin Winer VUSw. woo MPS I T erarti eaaasm 2/5/08 SAS NOTED Itwa.114T CAC 6ac *a, SAFFELL oftwact Ka: saw 2_ met _ 60RIZONMAL CROWS SWAM rtp raw ISEETALLArI N MAT& B' =0'9 1 1/4 y 1 t /4' NORM ,,. ASTAc4L FASTENER SROINO : DETAIL E. SKIT 8. (TOTAL Of 14 %. LAAAa+ ARO orowriour 61181 RATES maw TO ASITOC. L OWN ADJUSTABLE four PRATES. BONI PRATES MIME le X r P4tP PRAT 74E40 IIVO0 sty ® zr 81401 To ATE FASTEMNG MAY AMUSE OPOONAL 3/16' 17W MOO( TEEM. ® FOR MASONRY AND o ANCHOR SP.80NG (EMS /Q $J4%. SEE ID RN HOROONIAL MOOT If 714 GUM OFTEN 14 TtASR@2Y/ EIE SEE. SHEET 4 RR %Tufts% ® Y ti SECTOR OF HEAD OR JAMB As Low As wow wawa* ` *_= No * AtEWSPTAOUS. Taq 87WQR AbU5. tVW.M1 U BTE.8 woolowo tt,e. saes 2 /5 /08 sots AS NOaEQ oat..1i MOO OW JW05Q9 -03 sT 7 YSRY[CAy CROSSSBvrio* TYP. OI'BRATI+v f/Mr" i2` GCB Wm" 11147.767470116146717 (SCALE,: r =r =o I HORIZONTAL CROSS SECTION 77P. 0P8RAYthv mar or saw OPTION IN AO SONRY/QOAE•RATB (SCALP S" =!• —O ") MIM RORIZONTAL CAMS SB T {ON TYR. flPBRATfNC Mar IX Bl1CIf r OPTR)N IN MASONRY/fXWORATK RICRT RINDS MINX LEFT RTNI K OPPOSITZ SHOWN (SCAtZ C f' —O ) SEE :DE1 I. A' SHEEP 7 NOTES: E> FoR TAICON WA' MO WOOD SOMA COTIONALLY. MI CAN ^--nr. AS SOWN ofinuois AS NG MIS 15 a pg. SEE MON OF HEAD OR JAMB AS W C I ti SHIM 1/2 MttC Ewe. OPTIONAL MASONRVICONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB rt P4 u 1VM M R : 099 tae 1B. tl8 tR ECEE1.P NO.2292M sarLAS NOTED rm.ea ED tins. BrS. SAFFELL JW0509.03 sett !}� 7 SEE DETAIL B SHEET 5 SEE DETNL A SHEET 6 SEE DETAIL 8 SHEET 6 SEE DETAIL 8 SHEET 5 `.L 6° 37 1/2° SEE DETAIL A SHEET 5 ALL DOOR MODELS FROM T3fE SOEFIOR ODE ARE VIEWED INO SIA/CL LOCATIONS' 00 SCALE f/2' =1' -0" SEE DETAIL E SHEET 6 NfillOnfleirMATerly OWNS SCALE,- f /6" SEE DETAIL A SHEET 5 +�J +o+ti SAY y�'y�r� { No +. 0 LiA WPINSFIROMFI. FIIPECERT.OFAUTKIN.98520 SAS NOTED VIM 0 OM EMS. SAFFELL JWO5O9 -03 DETAIL A -MINCE MOUNTING DETAIL SCALE 3" f' -0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DAIL STTRRAGAL AAS RETAINER STINE& PLATE SCALE• R SILL "1' -0" ANCHOR EXTERIOR SIDE EXTER O ff4TER OR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME /MASONRY x 1 -3/8° DEEP DETAIL B TRR08'BOLT STRIKE PLATE FOR BEAD SCALE* 3" =1' -0" DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" =f' -O" DETAIL .0 STRIKE PLATES TO ASTR4CAL SCALE 9 /8" =1 -0" DETAIL ASB'NER SPACING USE PM ilk SCAL'NTS GL.AZINC D AIL CLASS 041 -0" ALIOCIOSPYROU RONDA FAME**, ,aswr +ena+Atie.erlm 1** w+wrn.xo.a*o 4 9/16' j--2 3/16 "--� 8,00D JAMB FINGERJOINTL'D PINE SCALE 6" —2 1/2" --- %3 ASTRACAL STRIKE PLATE SCALE 6" N --L1/16" (Mm) @BUTT HINGE 4z0zr2 GA. j SCALE 6" =r• -Q" SCALE: r =r' -0" { -I 9/16" 1 9 OYPRESSION WEATHERSTRIP QDS -650 SCALE 6" .W-0" I--- 31/8 "—I 11/16" @LOCK BLOCK - FOOD SCALE: 6" =1 " -0" 18" ASTRAGAL ALT 61HAT- C/R STEEL ROB ,-92111C k YSLLOF CHRO4147A SCALE 6" =r -0" 3/i6" C- SINK.- 1 3/16" I —11 11/16" L NOTE 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD It JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUL LIONS. 3 -USE 3/16" IRV TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT METRE SILLS. D 7ML A' COUNTBRSIHK DETAIL SCALE 1/0" KING THRESHOLD (ENDURAI SCALE 6" =r-0" TOP RAIL (LVL) NINE STILE (LVL) LATCH STILE LVL SCALE 6" =1' -0" Z 25C1 YIN CALV SCALE: 6" =r' -O" r.2 i /2 "-1 ASTRAGAL SILL RIME PLATE SCALL:• 6" =(' -0" ' %, I t sir. * Y N3 (DrALLEN FRAYS :iii LUYINUY 8063 T6 SCALE. 6" =t' -0" AUSOSPINOU ROwDAP CHRIWORKS,U.C. ,vs.S . WW * .a. w� :oF o rn 2/5/08 sAS NOTED eve. et EAG Sac OY*$ SAFFa sar 7 cv 7 CertWorks -. It works FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel 05 Door Wood/24 Ga. Steel 74"x 80.75" Prepared For: Jeid -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages 1 4 Installation Details Pages 5 & 6 No .. 0 a • . TATE OF »u .• •r4.• ScS`i °NAL •O R t rsitisiiw t . Digitally signed by Alex Spyrou Reason: i am approving this document ,. a Date: 2011.96.1315:37 :29 - 04'00' Alexis Spyroti, P.E. Florida No. 68101 CertWorks ... it works FBPE Certificate of Authorization No. 28520 Manufacturer: Jeld -Wen Inc. Product Category: ' Exterior Door Assembly Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: Limits of Use: FL#: FL14569 Date: 6/6/2011 Report No: 1398 This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL it 68101) for Jetd Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, 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 2007 Florida Building Code. See Installation instructions JW0509-03, signed and sealed by Alexis Spyrou, P.E. (FL 4* 68101) for specific use parameters. 1. This product has been evaluated and is incompliance with the 2007 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 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ... It works FBPE Cerftticafe of Authorization No. 28520 FL #:FL4569 Date: 6/6/2011 Report No: 1398 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: Referenced Data • TAS 201 -94 • TAS 202 -94 • TAS 203.94 • ASTM E 330 -02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL -210- 3195 -1A, Report Date: 04 /28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Certification Agency National Accreditation and Management institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08-0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. AlexisSpyrou, P.E. Florida No. 68101 Page 3 of 5 CertWorks It works FBPE Certificate of Authorization No. 28520 FL #: FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient 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 (1W0509 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 CertWorks It works FBPE Certificate of Authorization No. 28520 FL #: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door 12 1;2° nP. t /2" T}P. 74" 0 a. Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255 -R4 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD -WE N CODE: J -104 -3 REVISION DATE: 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN's "Steel Wood- Edge" Double 3737 Lakeport Boulevard In- Swing/Out -Swing Entry Doors Klamath Falls, OR 97601 w /ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG- 0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Saluda/ 0.125" Annealed Glass . Frame: W- 6'2" Panel: W- 3'1" DLO: W- 1'10" H- 6'11" H- 6'7" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +60/ -60 psf Large Missile Impact Rated Product Tested By: National Certified 'Testing Laboratones Report No: NCTL- 210 - 3195 -1 ( Structural / Impact)/ NCTL- SJW2011 -070 Expiration Date: September 30, 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Solutia Inc. 730 Worcester Street Springfield, MA 01151 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code 'winding the Hi& Velnnity Hurricane 7nne IDESCRIPTION: Saflex HP Glass Interlayer. I APPROVAL DOCUMENT: Drawing No. 1005B, titled "Saflex HP Interlayer for Laminated Glass ", sheet 1 of 1, dated 02/28/00, with revision 2 dated 03/24/03, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by W. W. Schaefer, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. I MISSILE IMPACT RATING: None I LABELING: Glass lites laminated under this Product Approval shall be permanently marked in a corner of the glass with: a) Saflex HP, b) Glass standard specifications, c) Laminator identification mark and d) MDCA, standing for Miami Dade County Approved. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 03- 0421.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Roc/buildinacode M WADE COUNTY APPROVED NOA No. 08- 0206.01 Expiration Date: April 14, 2013 Approval Date: April 17, 2008 Page 1 Solutia Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 1005B, titled "Saflex HP Interlayer for Laminated Glass ", sheet 1 of 1, dated 02/28/00, with revision 2 dated 03/24/03, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by W. W. Schaefer, P.E. "Evidence Submitted under NOA # 03- 0421.01" B. TESTS Report No. 1. Omega 15542 - 109493 2. Omega 15542- 109763 3. HTL 0003 - 0913 -01 4. ETC 01- 726 - 10071.0 5. ETC 01- 726- 11204.0 6. ETC 01 -726- 11204.0 7. ETC 01- 726 - 11204.0 Test Date ASTM E 84 09/12/01 ASTM E 84 10/30/01 PA 201 & 203 09/12/02 ASTM C 158 10/15/01 ASTM D 1929 09/24/01 ASTM D 635 09/24/01 ASTM D 2843 09/24/01 "Evidence Submitted under NOA # 03-0421.01" C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. Signature J.W. Dougherty, P.E. J.W. Dougherty, P.E. V. J. Abraham, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. F. STATEMENTS 1. Code compliance letter issued by W. W. Schaefer Engineering & Consulting, PA on 02/28/00, signed and sealed by W. W. Schaefer, P.E. 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, PA on 02/28/00, signed and sealed by W. W. Schaefer, P.E. 3. Letter listing authorized laminator issued by Solutia Inc. on 01/01/00, signed by J. C. Schimmelpenningh. "Evidence Submitted under NOA # 03-0421.01" 4. No change of product and code conformance letter issued by W. W. Schaefer Engineering & Consulting, P.A, dated 10/29/07, signed and sealed by W. W. Schaefer, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0421.01, issued to Solutia Inc., approved on 05/22/03 and expiring on 04/14/08. E -1 :, rlos M. Utr'era, P.E. Product Control Examiner NOA No. 08- 0206.01 Expiration Date: April 14, 2013 Approval Date: April 17, 2008 ABA SECTIONS SAFLEX® HP' PRODUCT DESCRIPTION MANUFACTURED BY: SOLUTIA, INC. DESCRIPTION: SAFLEXO HP IS A POLYVINYL BUTRYAL INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES, A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS (MINIMUM THICKNESS INDICATED): A - 2.3 rNMM (3/32 in,) ANNEALED GLASS B - 1.27 rnri (0,05 in.) SAFLEX® HP (DM) INTERLAYER EXTRUDED SHEET A -" 2.3 run (3/32 in,) ANNEALED GLASS PRODUCT PROPERTIES FOOTNOTE DESCRIPTION (1) FLAME SPREAD INDEX (2) & (3) FLAME SPREAD INDEX (1) SMOKE DEVELOPMENT INDEX - (2) (1) SMOKE DEVELOPMENT INDEX - (2) & (3) SELF IGNITION TEMPERATURE (1) (2) & (3) SELF IGNITION TEMPERATURE RATE OF BURNING TEST ASTM E84 ASTM E84 - ASTM E84 - ASTM E84 ' ASTM D1929 ASTM D1929' ASTM D635 AVERAGE BURNING RATE (1) (2) & (3) SMOKE DENSITY SMOKE DENSITY (1) & (4) AVERAGE MODULUS OF RUPTURE (1) SPECIMEN: LAMINATED GLASS WITH SOLUTIA INTERLAYER • (2) SPECIMEN SOLUTIA INTERLAYER ONLY (3) SOLUTIA INTERLAYERS BY THEMSELVES DO NOT COMPLY WITH SOUTH FLORIDA BUILDING CODE, (4) WEATHERING PER SECTION 2605.2 OF THE FLORIDA BUILDING CODE. - (BEFORE MR = 5319 psi) AFTER MR 5490 psi FOR SAFLEX® HP (DM)) ® SAFLEX IS A REGISTERED TRADEMARK OF SOLUTIA, INC. , ASTM D635 ASTM 2843 ASTM 2843 ASTM C158 SAFLEX® HP (DM) 70 355 185 185 740° F' 700 ° F 10 rim IN 30 SEC. - 1.83 IN /MIN. - 0.7% 4.1X WEATHERING THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR AN NOA TO THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEMS USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE F.B.C. A LIST OF AUTHORIZED LAMINATORS SHALL BE FILED WITH DADE COUNTY BY SOLUTIA, INC. 2 DELETED RM & IIIG OPTIONS 03/24/03 1 ADDED INNER LAYER 'B' 11/14/01 DESCRIPTION DATE REV. # PRODUCT RENEWED as ° plyi In with the Florid" Building Coen Acttplaa. :0 No - 0206, tJi Product Coasw1 4�1'`.V.VVFE9 Morida 0/ holissaade Oland Didiskw MAR 2 4 200 WARR N W, : CHAEFER, P.E. STRUCTy AL ENGINEER P 1 0, 44135 W. W. SCHAEFER ENGINEERING & CONSULTING, P.A. STRUCTURAL CONSULTING ENGINEERS 600 SANDTREE DRIVE) SUITE 203B PALM BEACH GARDENS, FL 33403 PNONE. 561 -775 -4902 SOLUTIA, INC. 730 WORCESTER STREET SPRINGFIELD, MA 01151 PHONE: 508 - 867 -30291 FAX: 508- 867 -2994 TITLE: SAFLEX® HP INTERLAYER FOR LAMINATED GLASS DRAWING NO. 1 DRAWN BY: DRAWING DATE: SHEET NO. 1005B W,W.S, 1 02/28/00 J 1 OF 1