Loading...
WS-13-0904Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 190315 Scheduled Inspection Date: August 07, 2013 Inspector: Rodriguez, Jorge Owner: BONDE, KENT Job Address: 960 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC dunamg ueparrment comments replace 3 doors Permit Number: WS -4 -13 -904 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060060110 INSPECTOR COMMENTS False Phone: (561)333 -5042 August 06, 2013 For Inspections please call: (305)762 -4949 Page 1 of 39 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 06, 2013 For Inspections please call: (305)762 -4949 Page 1 of 39 05/15/2013 13:12 10 JG PERMITS PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE -S !ZO` 3 ' 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 Sy THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BMWEEN THE ISSUING INSIIRER(Sh AUTHt)PJZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the holder Is an ADDITIONAL INSURED, the policy#*%) must be andor w& If 6U Is WAIVED, subject to the terms and eondltlons ofthe policy, certaln policies may require an endorsement. A SrdtWWA on this certltfcate aloes not confer dghts to the csrtlfirate holder in Ilea otsuch sndorsem q ooucr�t ;,s; COMACT Nicole Raodee= S'tL3.s'1$,hq 2nsu=3trae SSGZVJCOZ, lne. (561) 338 -3030 ;,I, (s61)9ae -3oss 1700 North Dixie Sti ghc,*ay ramdeenl(tst isaastc9 al. com suite 109 INSIIi AI�oROlNl;eov�rA� wucs Sora Raton V% 33432 INSt1Rr�n:G4240 InagYtraneE o33 CitiE 999Sr3 Iteru� 8 M REM a :L Eons RLS-=- aUcm 2587 s 4 t3 Carpentzg, SCaa. INUWJRC=a In=r=00 RTgr 30568 13461 79th Court north weSt Palm Seaeh PL 33412 1 MoLam F: COVERAGES CERTIPICA7E NUMBER: 35105739 REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW RAVE BEEN ISSU95 TO THE INSURED NAMED ABOVE FOR THE POL C PERIOD INDICATED. NOTWITHSTANDING ANN REQUIREMENT. TERM OR CONDITION OF ANY CONTRAr.T OR OTHER DOCUMENT VVFFH RESPECT TO 41MICH THM CERTIFICATE MAY RE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO EXOLUSIONS ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SMOWN MAY HAVE BEEN REDUCED BYPAID OLA MS, Dan LTR TYPE OF INSURANCE 7'OLiCYNUMB6R hU UM[iS GENWL IJABRIiY X EACH OCCURRENCE $ COattt+tERCV+LlyENFRAI_LWBILrfY CLAIMSMAO@ ®OCCUR E53620 12/2018 /+I/20i4 I g 100,00 MED Wp AMY we vsma) y 5,000 .PERSONAL & A4v1N IURY $ 1, 000, 000 -+• •GENERAI.A"REGATE $ 2,000,000 oFJV2AGGREGATEL@AifAPPL1E6PER: 2 Pouc O RO9M- CMP,°P $ 2,000,000 LOC 8 AvtodOSU UAsmny B AIJY AUTD 000 000 -LL OIWED SCH��LILED AUTO$ X AUT 93 t?5914894d93 /2/20%3 /2/2014 BODILY INJURY (Par pww) _ HiREDAUT03 H QD BORILY N.IURY (per awmere) g Y E $ P -UMBRELLA UIJ3 OCCUR P!P 8earo 5 EKCESS I.IAB C44IMS•MADE FAW OCCURR2!i% $ AGGREGA E $ D® RUENTION WORIUM OOF MUMTION $ AND EMPLMEWLIAERM Yin � TU- o AO(__NFFY pROPFaETOR�•nRTNEwoa:amv xNEEIPEn NIA In E-FCH E T S ) ItyS.d doom r flESC.R�7'ION OF OPERATAONS Maw E.t,04'sEASE- EAEMPLO•Y 6 C smwy so= BBL. D1$1_P,3E - POLiGY LMtr S • 820467a 19f2oa2 /9 /Sma SONDAMOUMr III sDa,op DESCPoPTION OF OPERATIONS, LCl~R7KNVS I VENICLE6 (gCgch ACCRD 9D7, AtldlHalml �rmvNs Tielfad�rte, it !o roaWeo4♦ (305)756 -8972 SHOULD ANY OF TIM AROVVDEBQROMPcLIO 8=0ANe13r.r.Ea8WOM THE WWWATION DATE ' ftmor, NDyiCE WILL BE pELpM® N City Of tfd2m i Shorm 'i i l,alge ACCOWANCE WrrH 7KE POLICY PROVISION$. Building Department 10050 HE 2nd .IIt'venue •AuTwomfgPIMMWATIVB M1ams Shores, rL 33138 ACORb Chbrxl Few /EQNGC ,t'�" INSM29 (2010145) t4a� Ip INS- 2010ACORD CORPORATIotL All riglAs reserved. INS025 0�AaI The ACORD name and logo are registered marks of ACORD c Parpared By & Return To: AG Carpentry 1346179th Court North West Palm Beach, FL 33412 i <�RM M0 N �a .�: 2 o Z7 Q �� CFN: 20130337505 BOOK 28605 PAGE 3713 DATE:04/30/2013 09:12:12 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY NOTICE OF COMMENCEMENT wMRaora W corerr *raeroamoNTasaaaMff"WWwantwsrtC'M STATE CIP fi Nuk. 00tOM OF NUA IAM MM' The wsdea d hereby i aedaM tiaR kW*v*m*nb w8 be dets , "' trMSt pmPaegt, sad b sm d" wish Chapter73,Rw%bStWAft$,dW10 W 191114WO doabrPON" bzdibNalksofCO eat. 1. Lad 3. owaeeN *am sad bsaat b pnop�eriy: +• —�• ' • i3y&) i4 04 Id 4ifiq f Y 1 Z 4. lLf�fafarldid�'�„ � � %ii�.�i�io. s. snsegr: (Pr bwd► n.aple d ai moss contris ,'r awd Name sad seelinssa Arm" of WWII S & I~$ same sad sdd M 7. P�witl+ irtl �Aest aoMgoe�'t��d fbd to /(�_a��dedypn�s�, �dbyOwaMtapoawhomaetk�MSOraAMrdooiasasts�b tsn�iodaM proelded by S*C*ft Nom'Y Sfift1w# Name sad addMW & bn *61111he to WNW, &aws de*rMa dw fopwt pft=aM 0 raaA P SWy%;Q s eep� d tHet�ga's Ne�M� Nam! sad sid e i 9. Ea ftfta ft tdfhrerMedsts NoatI* - *,adi"b1YHr*0ft**fistsaf 11 - aatualasa rrbc owaerb pspwipyYU CA M V sera a ce sad ea ador.,oe d— r d}. 1.�+ 13Nb 94 *+ N V G ) 3 3412 PrbtNOarrsalsme Nly � e�iraa: eeneera 01 ltMttOEF�MA:DO e t,3 QNDI Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit JOB ADDRESS: M: -iarr��i� ei f ,APR 3 cup 2093 FBC 20f Permit No. Master Permit No. all City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: i s r=2° b'n (- n A I c) Is the Building Historically Designated: Yes OWNER: Name (Fee Simple NO Flood Zone: City: '�Q_ Z -State: �- Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: -Z4 Co 01 Phone # RVS7� �J( 9-'DL Address: 6 2�-(J a ( City: (�C'S`, P CtU� eC* %-State: P Zip; 33 (-11 ')L— Qualifier Name: `% 1 5 Phone#. 561 " State Certification or Registration #: (_ CLa C V � Certificate of Competency # Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone. Value of Work for this Permit: $.,�7,90'1- Square/Linear Footage of Work: Type of Work: DAddition �p DAlteration ONew P Description of Work: /1 €f LA ttF 3 dab P-S ',�Xyy AA c.: Color thru tile: Submittal Fee ermit Fee $�� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $_ ODemolition 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 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 wl,,ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wil a v and inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this L day of , 201, by who is personally known to me or who has produced /Jd-, As identification and who did take an oath. NOTARY PUBLIC: h D. Sanjur sC0U SSION HE 1355331 IRES: OCT. 03, 2015 Sign: ''ear,°: www AmNNOTARun Print: 0244 Q Or My Commission Expires: /,P/-3/-,Z0 I � My Commission Expires: APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10(07)(Revised 06/10 /2009)(Revised 3/15/09) J AM AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, a' does hereby attest that the (property owner) attached survey, performed by (name of surveyor's company) performed on . is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as Further, Affiant sayeth naught, o+ ee �rl @ Mohr V e 4ess(sigo and print) SWORN TO AND SUBSCRIBED before me thisday of this or other permits.. b1N410- 1411240 Affiiant is personally lmown to me, _ produced %��/,�'j� //j�as identification. ., Gi sselle D. Sanjur ut `�COIMISSION #EE135MI otary ►%.p EXPIRES: OCt03,21)15 I. WWW.AARONNOTAM= e _ _ 1r (ACK.NOWI,EDGEMMNT INDnr, DUAL) _1 � OF FLORIDA ) COUNTY OF MIAMI DADS )SS. The foregoing instrument was acknowledged before.me.on UJ who is personally known to me or who has produced as identification and who did (did not) take an oath Signature of Acknowledger- Name of Acknowledger: (Typed, Printed, or Stamped) Title or Rank: Serial No.(if any): (ACKNO WLED GEMENT_CORpORATION) STATE OF FLORIDA ) COUNTY OF MIAMI DADE) S. The foregoing instrument was acknowledged before me on by a of corporation, on behalf of the corporation. He/She is is ,Personally known to me or has produced as identification and did (did not) take an oath. Signature of Acknowledger: Name of Acknowledges. (Typed, Printed, or Stamm Title or Rank: Serial No.(if any): A A a© Le% C> M re C) I- ca Ix M C� to C3 a- W in W C) Ma C3 Q ri^ti •rt C3 M C> cm SPECIAL SERVICES CUSTOMER INVOICE � �C�. r3 �- wade -1 of 7 ~%1�o. 6322 �176'9�2 Store 6322 N MIAMIIBISCAYNE Phone: (305) 981 -2959 1 . 5.'".� 59 I - ----- - - - -.. . 12066 BISCAYNE BLVD Salesperson: DX(3860 MIAMI, FL 33181 Reviewer: r;3a+ � +�� �'✓ � • BONDE KENT Boma P iwe - (305) 7b4 -7542 Aid" 960 NE 922ND ST '010t Ph*,* (305) 586 - 8260 Comparr} name My MIAMI SHORES SIO EXTERIOR DOORS s "' FL zu 3313 8,2911 ccu"' MIAMI -MADE REPRINT . 6 i /, r ' b, 2413-04 = 1511:46 - - -- - Ca3=:. ' :i' i�* #, , e to Ilmh the uanfities of merchandise VJe reserve the right 9 q I�IIERCHANQISE AND SERVICE SUMMARY $oldin�usro i:9 .r: ::::�-' -J.. 4 101 STOCK MERCHANDISE TO BE DELIVERED: ... . E r.... ,. pia[ I 1�.. .4JlYt. - .;. ....a. ., :.:! gab xii;?:i���` ..�. -._z -. . , ... .. : �- �.: E ,. axe :......:... - - � � i �:�-e: _'___.... _a ... ....... .... ..:: .: Ll�'Y7kfR[I'...F ILL.' _ S 'e%r'!=�xo' ROB 0000 -624 -350 21.00 LF 11116 X3-1 14 FEMDF WM445 CASING A a 1.7,q $37.59 R09 0000- 155 -400 9.00 EA IX"FTPT WEATHERSHIELD $5.27 $47.43 RIO CODO- 748 -867 3.00 EA 1 -114 X2 PVC WM180 BRICKSET $20.37 561.11 SIG - MDSE TO BE DELIVERED: REF # S11 ESTIMATE V DATE: OM412013 P.O. #22566022 " : E. .: .. Y�,ty g c !M� .... .c .. .�. s. -- .-- �.:E.�as:_..•. _. a•.- .r_.r.,. -.. .� :!7:- ^a'{"7:ri i - -' .' �7 � S1101 0000 -6165 -683 1.00 EA NA 1 <> 321{2' X 80114" - D, R.O. { {#'I) <> A N $451.14 $451.14 IBIIIBQIQAPRODUCTCATEG ORY =EMTRYDOO FAGTURER =.JE LD-WENWINDOWSDOORS-b DOORSYSTEMS,QALOCATION -. (DQ ,QALOCATIONPHON ENUMBER E =1.800.246.9131,QAP =ENTRYDOOR%QAMATERI AL= STEEL,OASYSTEMCON = DOORUNITS{DOORSiABS.QAP RODUCT S1102 0000 -665 -683 1.00 EA NA /JAMB { *ATT # 4" PRIMED AURA.LAST JAMB: A N $0.00 $0.00 51103 0000 -W5 -683 1.00 EA NAI CUTD TO W *DOOR CUT DOWN: A N $0.00 $0.00 S1104 0000 -6ti5 -683 1.00 EA NA { It q f #1 `FIXED BRASS SILL: A N $0.00 $0.00 Pit .'. s:i~h.iri:4i0J7: - - Check ywr current order statue online at www hcmedepot ocmlorderetatu a Page 1 of 7 No. 6322- 217692 Customer Copy d ti A A Nt cm Ln ne C3 i-- U oC txt C) CL Uj C3 LU 5 p- 0 C3 Ln 7 W SPECIAL SERVICES CQSTOMER INVOICE - Continued Last Name: ftONDE Page 2 of 7 No. 632 MR.DELIVERY ft. REF #101 S1106 0000-665-680' -f.00 EA NA} I `ATT TO f#1 rSATIN CHROME-HINGESf: A N* $0.00. $0.00 51106 0000-665-683 1.00 EA I NA I HGFN / *ATT TO #1 *PRIMED AURALAST WM 180 S-RICKMOULD: A N $0.00 $0.00 51107 0000-639-016 1.00 EA NA I <> 381 }2' X 81' - D, R.O. 1 (#:2)<> A N $296.64 $_ 298-64 !BII!BQIQAPIqODUCTCATEGORY=ENTRYIDOO RS, QAMANUFACTURER=JE LD-WENWINDOWSDOORS- DOORSYSTEMS,QALOCATION=CORALSPRINGS(DO),QALOCATIONPHON ENUMBER=1.800.246.9131,QAPRODUCTTYPE=ENTRYDOORS,QAMATERI AL--STEEL,OASYSTEMCON FIG U RATIO N=DOORUNITSMORSLABS,QAP IRODUCT 51108 0000-639-016 1.00 EA NA / JAMB I -ATT TO 1#21-6 IN' PRIMED AURALAST JAMB: A N $0.00 $0.00 51109 0000-639-016 1.00 EA NA} SILL I *ATT TO #2 *FIXED BRASS SILL- A N 0.00 $0.00 51110 0000-639-016 1.00 EA NA / HGFN I -ATT TO (#gl'SATIN CHROME HINGES: A N $0.00 $0.00 Slill 0000-639-016 1.00 EA NA} HGFNI*ArrTO j#Q *PRIMED AURALAST WM 180BRICKMOULD: A N $0.00 $0.00 VENDOR - SPECIAL INSTRUCTIONS: 12.24.4:: S10 - MDSE TO BE DELIVERED: REF# S12 ESTIMATED ARRIVAL DATE: 0412012013 P.O. #22566023 It- 1.00 EA NAI<>R.O.:381/4"XBI'/{ 01}-c>R.O.:381/4"XB1", FRONT A N Ell. 51201 0000-806-449 $529.00 DOORWERSfON:7.2,8*PRODUCT CATEGORY:ENTRY DOORS*PART NUMBER:6 PANEL SB D 6A *CON FIGURATION:SINGLE PREHUNG*PRODUCT TYPE:IMPACT RATED*SWING:LEFT HAND(HINGE) OUTSWING*SLAB WIQTH:W`SLA8 HEIGHT:80"*RO WIDTH:38114"*RO HE 51202 806-�ti 0000-,806 -449 1 1.00 EA NA I BASE / *ATT TO 1#1 *PRIMED JAMB DEPTH. 6 9116" A N $37.00 51203 0000-806-449 1 1.001 EAl NA I BASE I *ATT TO [#l) "OUTS MNG 1 A N $21.001 --$21.00 VENDOR - SPECIAL INSTRUCTIONS: 172.8:: M.ERCHANDISE TOTAL: $1,480.91 DELIVERY INFORMATION- I DELIVERY DATE: INSTALLER WILL SCHEDULE -A INSTALLER WILL DELIVER MDSE T0: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE; UPON RECEIPT OF ALL SfO MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE I*STALL DATE. M . o Page 2 of 7 No. 6322-217692 Customer Copy CM r.. rn c A A .3• cm Ln CA 0o Ln 0 rn er_ c� a ca W C3 W Q 2 rti C r Le% M c+ cm SPECIAL SERVICES CUSTOMER INVOICE - CoOtinued Last Name: Bt?iwIQE Page 3 of 7 �1i'l322 -1 1i' Page 3 of 7 No. 6325- 217692 Customer Copy _ REF # 101 ' ESTIMATED INSTALL BEGIN DATE: 04/t161s^013 ESTIMATEDASTALL END DATE: 0610=013 MERCHANDISE TO BE INSTALLED: :: SKIS :`;.; =.Q : . : =Ji�i 1)ESCRI-PTII�I51: € - ROB 0000- 624 -350 21.00 LF 111161X3 -114 FEMDF WMt+445 CASING Rog 0000- 155 -400 8.00 EA 1 X8 8FT PT WEATHERSHIELD R10 0000 - 748 -8167 3,00 EA 1- 114 X2 PVC WM180 BRICKSET 51101 0000 - 665 -683 1.00 EA1 c> 321/2" X 80 114" - D R.Q. 51102 0000- 665 -683 1.00 EA ,JAM® 61103 0000 - 665 -683 1.00 EA CUTDOWN $1104 0000- 665 -683 1.00 EA SILL 51105 0000 -665 -683 1,00 EA HGFN 51106 0000 -665 -683 1.00 EA HGFN 51107 0000 -639 -016 1,00 EA <> 381/2" X 81' - D R.O. 51105 .0000 -1639 -016 1.00 EA JAMB S1109 0000 -639 -016 1.00 EA SILL 51110 0000 -639 -016 1.00 EA HGFN 51111 0000 -639 - 016 1.00 EA HGFN 51201 0400 -806 -449 1.00 EA c> R.O.:381/4' X 81' 51202 0000- 806 -448 1.00 EA BASE 51203 0000 -80+6 449 1.00 EA BASE BASIC INSTALLATION 0000 -523 -'672 LABOR: 1PRE -HUNG DOOR UP TO 361'X96 1.00 EA (U $287.40 $287.00 OPTIONAL LABOR SELECTED INCLUDES. x.. •.: r S: 3.00 EA N $15.40 5.00 1 HAUL AWAY OF EXISTING DOOR PER DOOR dPIrN9N{a .. _- �., -.. :_... ....: -- -- - - Page 3 of 7 No. 6325- 217692 Customer Copy _ %t 0- A A co eL CL LU In Q Cp CD V_ C] CD (M 6=.;21-7692 SPECIAL SERVICESPUSTOMER INVOICE - Continued Last Namg-BOINDE Page 4 of 7 No LAT-10 #1 4 REF #101 11". INSTALL ADDITIONAL NEW PRE-HUNG DOOR UNIT UP TO 36X96 (APPLICABLE ONLY 2.00 EA N j $240.00 I $480-00 DURING INSTALLATION AT THE SAME ADDRESS AT THE SAME TIMEV lwW*LLjwdkWm-kWl-#._, I BONDE, KENT - INSTALL LABOR CHARGE: $812.0 ADDRESS: 960 NE 92ND ST TRIP CHARGE: 50.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138-2911 CREDIT FOR DEPOSITIMEASURJE_q 50-00) COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N TAL UE-. INSTALLT O D 762 PHONE: (305 ) 754-7642 ALTERNATE PHONE: (305) 586-8260 BASIC INSTALLATION LABOR INCLUDES' • PRE-INSTALLATION JOBSITE INSPECTION OF THE NEW DOOR WHEN THE CASINGOTRIM IS THE SAME SIZE OR • DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES) • REMOVAL OF EXISTIN• DOOR UNIT 'INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOR CHIPS • INSTALL NEW SLAB OR PRE-HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER • INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING "PRE-HUNG DOOR Up To 72X95 INCLUDES DOUBLE DOORS AND DOORS 'INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) ' FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION * ADJUST DOOR TO ENSURE PROPER OPERATION 'FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON * DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE ANDIOR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR INSTALL NEW INTER] OR CASING AND EXTERIOR TRIMORICKMOLD UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X9e INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONINECTAND RECONNECT OF SECURITY SYSTEMSWRING 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 *', PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRIE-HUNGOOOR I lhllT Page 4 of . 7 -No. 6322-217692 Customer Copy CL c�{ A A •.t cm Ln co un G M cIe ti 1'- {7{ v 1-- 1 ci. w a w s SPECIAL SERVICES CUSTOMER INVOICE - ,Continued Last Name: BONDE Page of 7 No. 6322 - 217692 are ca Page 5 of 7 c cal No. 6322 - 217692 Customer Copy _ REF #101 -; 06rftuecl) - - SPECIAL NOTES: ` r' ' IF YOU HAVE AN ALARM SYSTEM. YOU MUST HAVE IT 'ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT COMPLETE THEJOB AND+OR BRING THEINSTALL INTO COMPLIANCE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL ANDIOR STATE CODES -ELECTRICITY MUST SE ACCESSIBLE TO THE WORK AREA ' IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, ' IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED -THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOTSE AVAILABLE FROM HOMEDEPOT SO THE BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR C{VI CONTRACTOR TO MAKE THE REPAIRS. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE 'CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING RESPONSIBILITY OF THE CUSTOMER. SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES 'AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE 'REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE MAINTENANCE INFORMATION. INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR 'ALL BREAKABLES 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 PERFORM ED TO INDUSTRY STANDARDS ' CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA j {�:::•:,s,�:� ": _ - ��j- ���� -_ _ - REF# 104 ESTIMATED INSTALL BEGIN DATE: 04/0612013 ESTIMATED INSTALL END DATE: 05!0612013 BASIC Ih1STALL.ATION LABOR: r. x ; ..: 77te _ r� , 0000 -114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA I N 1 $ 0.01 $0.01 -WW2 {1PTIONAL. LABOR SELECTED INCLUDES: a .. -- k� ffiffiffo. HIM � y 5:.� a.F�� •..,_.: <_�: ::,. :: : -: -. ._�.. :� . .:...: .::.: :.tom;: {�_. :- _::,.:.I�S�.. Ikx ?� - - - Lill PERMIT AND ADMINISTRATIVE FEE QTY }C L1.001 545.{II} EA t+I 1.00 $34b.U0 are ca Page 5 of 7 c cal No. 6322 - 217692 Customer Copy _ SPECIAL SERVICES-CUSTOMER INVOICE - Continued ICL ti tc ai REF#104 �- 4:is�iw.e`d'ittiFii►. eire3Fit�nu�cr C3nA1nG KFFJT Last Naas: BONDE Page E of 7 No. 6.32Y-YT7692 t TOTAL CHARGES OF ALL MERCHANDISE & 5EHV 1914 -1 Policy Id {Pl): o A: 90 DAYS DEFAULT POLICY f- c� Q e� a 'The Home Depot reserves the right to limit deny returns. Please see the return POW sign in j stores for details.' O CL LU C3 W C) S Ch C> V 1, Page 6 of 7 . No. 6322 -217692 cm � -- Customer COPY COUNTY: MIAMI -DADE SALES TAX RATE: 7.040 TAX: Merchandise - N LABOR = N 'PHONE: (305)764-7542 ALTERNATE PHONE: 306 586 -8264 BASIC INSTALLATION LABOR INCLUDES: • ALL FEES ASSOCIATED WITH OBTAINING PERMIT ( MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. A to POSTAGE AND ADMINISTRATIVE). ° DELIVER COMPLETED PERMIT PACKAGE TOPROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE t� CK co SPECIAL NOTES: •p ' CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE IN FULL- N{] REFUNDS ON PERMIT FEES AFTER 72 HRS. 4F PAYMENT. M THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY- CANCELL.AMO IS WITHIN 72 HRS. OWILL BE REFUNDED TOTAL CHARGES OF ALL MERCHANDISE & 5EHV 1914 -1 Policy Id {Pl): o A: 90 DAYS DEFAULT POLICY f- c� Q e� a 'The Home Depot reserves the right to limit deny returns. Please see the return POW sign in j stores for details.' O CL LU C3 W C) S Ch C> V 1, Page 6 of 7 . No. 6322 -217692 cm � -- Customer COPY A A N- M Ln o+ co Lin 0 M SPECIAL SERVICES CUSTOMER INVOICE - Cor4nued Last Name: BONDE Page 7 of 7 No. 632.'2-217692 w C) oc ICL LLI in LLI N: 0 0 C� W- Page 7 of 7 No. 6322-217692 Customer Copy Naw- OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 36 80 20.00 4 38.2 -41.6 FL15255.1 75.0 -75.0 LSMI 2 30 80 16.67 4 39.0 -42.4 FL15558.1 66.0 -70.0 1 LSMI 3 36 80 1 20.00 1 5 1 38.2 -50.0 FL15558.1 66.0 -70.0 1 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. DOOR FRAME #1 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. DOOR FRAMES #2 & #3 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 7 IN BONDE RESIDENCE 960 N.E. 92ND STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - AlAd Wind F' 71iF'1#i iN 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTFRInR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF ) -ZONE 4 Roof Tributa ry Area Tributa Area Ft ht „ r H 35 40 45 50 ht 10 15 20 25 30 HEIGHT '53.6 -51.5 -50.0 .9 - 47.9 43.4 - 42.4 -41.6 -45.2 0 -15 ft 1 +39. +38.2 437.7 +37.2 0 -15 ft +40.1 +39.0 38.2 160 SW 12th AVENUE, #106 33442 -54'4 -52.2 - 49.5 - 48.6 - 47.7 -47.0 44.0 -45.9 16 ft - 41.6 - 41.1 -4 ; +37.7 +37.3 r 16 ft .MO 6 +39.5 +38.8 +38.2 +37.7 + - 49.2 ASS 6 6 , -46.5 -44.6 - 43.5 -42.8 - 42.2 - 41.7 -41. +37.8 +37.4 .3 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 - 48.2 Z 6.8 -47.0 -45.1 - 44.0 - 43.3 - 42.7 -42.2 k2 +38.2 +37.9 +37.5 18 ft +41.6 +40.5 1 +39.7 +39.1 +38.6 M. IS' + 3 -47.6 -45.7 - 44.6 - 43.8 43.2 -42.7 42 +38.7 +38.3 +38.0 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -48.1 -46'2 "45.0 -44.2 - 43.6 - 43.1 -42.7 -42.3 - 42.0 -41.7 20ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -48.6 -46.6 - 45.5 -44.7 - 44.1 - 43.6 - 43.1 - 42.8 -42A -42.1 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 1 +38.5 -49.0 -47.1 - 45.9 -45.1 - 44.5 -44.0 - 43.6 - 43.2 - 42.8 -42.6 22 ft +43.4 1 +42.3 1 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -49.5 -47.5 -46'4 -45.6 - 44.9 -44A - 44.0 - 43.6 - 43.3 -43.0 23 ft +43.8 +42.7 1 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -50.0 -48.0 -46.8 -46.0 - 45.3 - 44.8 -44A - 44.0 - 43.6 -43.3 24ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 .4 -MA - 47.2 -"A - 45.7 -45.2 - 44.7 - 44.4 - 44.0 -43.7 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 1 +40.2 +39.9 -48.8 - 47.6 -46.8 - 46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 26 ft +45.0 +43.8 +42.9 +423.+43-8 -55.3 +41.3 +40.9 +40.6 +40.3 -51.2 -49.2 48.0 -47.1 - 46.5 - 45.9 - 45.5 - 45.1 - 44.7 -44.4 27 ft +45.3 +44.1 +43.3 +42.6 1 +42.1 +41.6 +41.2 +40.9 +40.6 -51.6 -49.5 48.3 -47.5 -46.8 - 46.3 - 45.8 -454 � I, +41.2 28 ft +45.7 +44.5 1 +43.6 +43.0 +42.4 -55.0 -54.1 -53.3 -52.6 -52.0 - 49.9 -48.7 - 47.8 - 47.2 -46.6 +42.7 1 +41.9 +41.5 +41.2 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 -50.3 - 49.0 - 48.2 -475 -47.0 +42.2 +41.8 +41.5 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 -54.4 -53.7 -53.1 0 �s� +47.0 -51.0 - 49.7 - 48.8 - 48.2 - 47.6 -4 . +42.4 +42.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. -54.1 2.1 +47.9 -51.9 -50.7 - 49.8 - 49.1 -48.5 1 +43.6 +43.2 +42.9 p ` 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 -57.1 -563 -55.6 ft +49.2 -53.4 -52.1 -51.2 -50.5 - 49.9 -49 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +50.5 -54.8 -53A -52.5 -51.7 -51.1 -50.6 -50.2 - 49.8 -49.5 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +51.6 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +52.7 57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 -61.3 -60.6 60 ft +53.6 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof WHICHEVER IS SMALL -; Tributa Area Ft) ht 10 15 -"20 35 40 45 50 25 30 HEIGHT '53.6 -51.5 -50.0 .9 - 47.9 - 47.1 - 46.4 -45.8 -45.2 0 -15 ft 1 +39. +38.2 437.7 +37.2 +36.8 +36.4 +36.1 +35.9 160 SW 12th AVENUE, #106 33442 -54'4 -52.2 - 49.5 - 48.6 - 47.7 -47.0 - 46.4 -45.9 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRHLTERAT NS, AD CONSENT OF HIGHLIGHTING, L BE, OR OTHER RE " ALTERATIONS, ADDTfIONS, HIGHLIGHTING, OR OTHER -55.1 -52.9 -51A -50.2 - 49.2 ASS 47.6 - 47.0 -46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 48.9 - 48.2 - 47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56A -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 - 48.1 -47.6 19 ft +42.11+41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 .48.7 -48.1 20 ft +42.6 +414 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52A -51.4 - 49.2 -48.6 21 ft +43.0 +41.9 +41.1 +38.5 -58.1 -55.8 -54.2 - � 6 -49.0 22 ft +43.4 +42.3 +41.5 9.Z +38.9 -58.7 -56A -54.7 - 5 ? 0.1 -49.5 Z3 ft +43.8 +42.7 +418 + y „ � +39.2 -59.2 -56.9 -55.2 -5 . + 2 -50.0 Z4 ft +44.2 +43.1 +42.2 +41.6 +41 .2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 .4 +44.6 +43.4 +42.6 9 + .6 9.9 -60.2 -57.8 -56.2 -54& l'4 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 -+41.6 +41.2 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60A -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +445 +44.0 1 +43.6 +43.2 +42.9 p ` -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -563 -55.6 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64A -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +51.6 1 +50.2 1 +49.3 1 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +49-5 +48.9 +48.4 +47.9 +47.5 '+47.1 -71.8 69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +53.6 +52.2 +51.2 +50.4 1 +49.8 1 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO LGi Tki ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C E WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C _ k17 THESE TABLES. 2. TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA i )',d INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B =q OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI - 6 S. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI OP ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD SP ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - RAL MULLS. IF THE TRIBUTARY AREA OF AN OPEN CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH B SH D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN 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 QNLY 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 FOR APPLICABILITY OF TABLE VALUE USE IS OFFE ) WRRANTY 5. THIS SPECIFIC, I R ANY PRODUCT APPROVED APPROVALS FOR DE Oi F.. MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH CORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL J. _ - M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF I DW 114011H, PEAK ROOF WHICHEVER IS SMALL -; LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a µ EAVE HEIGHT ROOF I I HEIGHT G m 3 5 1 ® 5 //aY GSS TSB E O 5 WALL ZONE FIGURES ISOM I o C) � REMARKS INIT ISSUE DRWN GSS CHIM TSB DATE 03!05/12 2010 FLORIDA BUILDING CODE ENGINEERING < o G m 3 m REV - ADJUSTED HEIGHTS GSS TSB 04/09112 ,SCE 7 -10, CHAPTER 30 EXPRESS `o NT R �" DESIGN LOADS FOR COMPONENTS & CLADDINGS 160 SW 12th AVENUE, #106 33442 tom lQ ` z '`� z - - - THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, ] 1 1--L in O r p0 MASTER PLAN SHEET DEERFIELD BEACH, FL PH: 354 -0660 FAX: (954) 354-0443 8 ! Q ASCE 7 10 0 r 2 -P � RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRHLTERAT NS, AD CONSENT OF HIGHLIGHTING, L BE, OR OTHER RE " ALTERATIONS, ADDTfIONS, HIGHLIGHTING, OR OTHER (954) W W W . EN G E#9885 CERT OF AUTH p9885 0 o7 p o T MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND I.- rn INVAI InATF OIIR CFRTIRCATION. _ Florida Building Code Online i w Lid use Jill, IA! ".: P BaS Horne Log In User Registration ( Hot Topics ; Submit Surcharge Stats & Facts �Product Approval 11151111R, Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15255 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address /Phone /Email 4621 192nd Street East Tacoma, WA 98446 (253) 875 -7300 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence FL15255 RO COI Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201, 202, 203 1994 h" :llwww.floridabuilding.org/prlpr app_ dtl. aspx? param= wGEVXQwtDgv3yVVKJZ1QRNoHTeKozN ... 7/1712012 ' Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Florida Licensed Professional Engineer or Architect FL15255 RO Eguiv Of Standards pdf Method 1 Option D 02/26/2012 04/13/2012 03/08/2012 04/18/2012 Page L of ) Go to Page 0 0 0 Page 1 / 20 0 1 # Model, Number or Name 5255.2 1b. Fiberglass Door -imibs of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NIA Other: See INST 15255.2 for Design Pressure Ratings, my additional use limitations, installation Instructions 15255.3 �c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sideiite or Sidelites - Outswing Continuous Head and Sill Configurations tOX or XO. OXO Installation Instructions FL15255 RO II INST 15255.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE! EVAL 15255.2.odf Created by Independent Third Party: Yes Single Opaque "Impact" Fiberglass Door with pact" Sidelite or Sidelites - Outswing Configurations mits of use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.3.0df my additional use limitations, Installation instructions Created by Independent Third Party: Yes .4 W. Fiberglass Door Double Opaque "Impact" Fiberglass Door with or rout "Impact" Sidelites - Outswing Configurations Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1525S RO II INST 152SS.4.fadf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.4.odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 1 11 http: / /www.floriidabuilding.orglprlpr app dtl. aspx? param= wGEVXQwtDgv3yVVKJZIQRNoHTeKozN ... 7/17/2012 15255.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Confi uration (X Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A lEvaluation Reports Other: See INST 15255.1 for Design Pressure Ratings, FL15255 RO AE Eval 15255.1.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and Product Particulars. 5255.2 1b. Fiberglass Door -imibs of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NIA Other: See INST 15255.2 for Design Pressure Ratings, my additional use limitations, installation Instructions 15255.3 �c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sideiite or Sidelites - Outswing Continuous Head and Sill Configurations tOX or XO. OXO Installation Instructions FL15255 RO II INST 15255.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE! EVAL 15255.2.odf Created by Independent Third Party: Yes Single Opaque "Impact" Fiberglass Door with pact" Sidelite or Sidelites - Outswing Configurations mits of use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.3.0df my additional use limitations, Installation instructions Created by Independent Third Party: Yes .4 W. Fiberglass Door Double Opaque "Impact" Fiberglass Door with or rout "Impact" Sidelites - Outswing Configurations Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1525S RO II INST 152SS.4.fadf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.4.odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 1 11 http: / /www.floriidabuilding.orglprlpr app dtl. aspx? param= wGEVXQwtDgv3yVVKJZIQRNoHTeKozN ... 7/17/2012 Florida Building Code Online Page 3 of 5 15255.5 e. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door - Outswing Confi uratton X Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15255 RO II INST 15255 Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15255.5 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 5.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.6 f. Fiberglass Door 6'8 Single Glazed "Impact " Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Head and Sip Confi urations OX or XO. OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255 6 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.6 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 6 Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or IXO; OXO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RQ II INST 15255.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.7 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.7.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.8 1h. Fiberglass Door 6'8 Double Glazed "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations (XX; OXXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.8 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.8.Ddf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.9 1. Fiberglass Door 6'8 Single Opaque "Non - Impact" Fiberglass Door - I Outswing / Inswing Configuration X Limits of Use Installation-Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.9 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 9 Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.10 Fiberglass Door 68 Single Opaque "Non- Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 10 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.10 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.1 Ddf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque "Non- Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites - Outswing / Inswing http : / /Www.floridabuilding.orglpr /pr app_ dtl. aspx? param= wGEVXQwtDgv3yVVKJZlQRNoHTeKozN ... 7/17/2012 Florida Building Code Online Page 4 of 5 hUp : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgv3yVVKJZIQRNoHTeKozN ... 7/17/2012 Configurations JOX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 11 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others See INST 15255.11 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 11, any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.12 Fiberglass Door 618 Double Opaque "Non- Impact" Fiberglass Door with or 11. without "Non- Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO Limits of Use installation Instructions Approved for use in HVHZ: Yes land FL15255 Ro II INST 15255.12.od f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.12 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 12 Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes product particulars. 11 1 15255.13 m. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO Limits of Use Installation Instructions for use In HVHZ: Yes FLI 5255 RO II INST 15255 13 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes lApproved Design Pressure: N/A Evaluation Reports Other: See INST 15255.13 for Design Pressure Ratings, FL15255_ RO AE EVAL 15255 1 any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.14 n. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Confgurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes I FL15255 RO II INST 15255 14 for use outside HVHZ* Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes lApproved Design Pressure: N/A Evaluation Reports Other: See INST 15255.14 for Design Pressure Ratings, FL15255 5255 RO AE EVAL 15255 14 odf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed "Non- Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites - Outswing / inswing Configurations (OX or XO; OXO ul Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes F 1 5255 RO II IN 15255 15 od. Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports 15 Other: See INST 15255.15 for Design Pressure Ratings, FL152SS RO AE EVAL 15255 odf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and productparticulars. 15255.16 p. Fiberglass Door 68 Double Glazed "Non - Impact" Fiberglass Door with or without "Non - Impact" Sidelites - Outswing / Inswing ConfigurationXX; s OXXO) Limits of Use Installation Instru ons Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL15255 RO II INST 15255 16 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.16 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 16 W . any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.17 q. Fiberglass Door $'O Single Opaque "Non- Impact" Fiberglass Door - hUp : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgv3yVVKJZIQRNoHTeKozN ... 7/17/2012 Florida Building Code Online Page 5 of 5 Badt Noxt Qntect Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida :: EEjyacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not went your e-mail address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions regarding DBPR`s ADA web accessibility, please contact our web Master at,webma terOdbor Gate fl us. Product Approval ACCepts: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgv3yVVKJZlQRNoH TeKozN... 7/17/2012 Outswin / inswing Configuration X Use Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255 17 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.17 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 17 odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product articulars. 15255.18 r. Fiberglass Door 8'0 Single Opaque "Non- Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255 1$ pd_f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.18 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.18.0df any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.19 s. Fiberglass Door 8'0 Single Opaque "Non- Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO. OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 R0 __II INST 1525S.19.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.19 for Design Pressure Ratings, I FL15255 RO AE EVAL 15255.19.odf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. If 15255.20 t. Fiberglass Door 8'0 Double Opaque "Non- Impact" Fiberglass Door with or without "Non - Impact" Sidelites - Outswing / Inswing Configurations XX; OXXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255 20 Ddf Approved for use outside HVHZ: Yes land Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.20 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 20 Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes product particulars. Go to Page Page 1 / 2 Badt Noxt Qntect Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida :: EEjyacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not went your e-mail address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions regarding DBPR`s ADA web accessibility, please contact our web Master at,webma terOdbor Gate fl us. Product Approval ACCepts: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgv3yVVKJZlQRNoH TeKozN... 7/17/2012 R w R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 te of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do 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 in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 February 1, 2012 R.\Admin DoesTertificate of Independenoe.doe Sheet I of I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 February 29, 2012 To Whom It May Concern: FL-15255 Equivalency (Standards ASTM D 635-03 Eaulvalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635 -03. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635 -03 is equivalent to ASTM D 635 -06, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM G 155-04 Equivalent to ASTM G 15545a The products referenced in this Product Approval have been tested in accordance with ASTM G 155 -04. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 155 -04 is equivalent to ASTM G 155 -05a, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 0 .-614am,, I N T E R R-A T-1 0 N A L 4621193'A $ME EAST V=Mk WA 9M "IMPACr'DWR OUTSWING ma, g TU FL-IS=i g TU FL-IS=i TT *-PlwrsszsTlvmTQw&wAejG x4m lax6moiemiluol fam"PPI - m rs fOMWM04 nafOjd\SwRW - VVs wMalms WO 0 logo enK.• VN ra WA4*s *A u0pum us- C-4 vt �W= DOWWO iE 38 ao 03 4w OD MA rs fOMWM04 nafOjd\SwRW - VVs ILIA - ftJOMWw)PO F*Waft ftj 1001-1106OIM0. RWRC Dwim0 "I01F1-152S&I-4Aw0, 41 m r. t9 cd CSINK PYP.l C) EMS. "P,) 1 -1/4' MIN. EMS. (rYP.) rn > X SgChtl 16 Wbf"N, 1.1/4' MN. PRODUCT P-Pwod "" TOM MAW INM �ao. e071 2Sfl YatNOO ft. 93808 M—ST 29 Hoard o1 PqAwsp,.j C'Qhwo, 001"006 PYOMUCU*n Murm awss swwd fft 0813 (X./— RMONS CO.OULTMM INM 20 12 R.W. SU"M8 som*lt. P.L M.. 434M irf 6? 3mw aw xw 'OM '6.WY1'ItUSntCO :T.1 UNI SSM AIM 96 IF 77�. ,. Men M�m MGM I7111111� I 49, I 15 w I �I o,o gil. I �I •aMl aiMMi'1Pt�NOG .M--a 'M'M B 1 08 ON, 'aN 74 9AWW�6 'd aaN�1 "47'2 SIN3N dMW EUFf ~ 3 ems 'aµ so 'WaaldR.wC! woj la+d M WaaB M�o4d W ti $ N s L818'898'64B Trott aaVd 88866 '18 aa1NaA 4L'L '+0 'O'd �,/� 'anw 'st�csa'm�aea V% amm 'sS: w A11mm .� o; � ��� \I— O O 16 "4 lo �,sro a, a 0 0 is k$4%uu" t*- AW-fbM - V,''a a eru c� �+aT>�a;<s ems• pacnpwm ianl�u a A rx etIGK SG >= oss W� B 2X BIKKSG r 0,$$ WOOD d C 1/4" MAX SNUB SPACE - D 1/� x 2314° PfFI EiCO OR ITW CONCRETE SCREW STEEL y� {J E MASONRY • 3,192 PSI MRd. COttE CrvN+ffQRMiNG TO ACI CONCRETE 2$ d 301 OR HI�.t.QW BLOCK CONFORMING TO ASTM C90 m F 1 14'X 3314" PFN RVO CONCRETE SCREW SIB o°S H r J4"X 3- 114° PFFr IiW CONCRETESCREW STS. J 19 X 21i4"Pi:Fi WS STS L #BX 2112"T'FH WS s►E8 M 3iid"X3 -ljd" PftltiWCQPtCREtESCREW STEEL P Il4aX 2314" PH18.00 OR 84V CONCRETE SCREW STEEL 1 JAMB tRNC,g2 -JQBdT PINE - n O.d W� 2 JAMB PYC 3 JAMB HBERGLASS /CAMP 8 #6 X 1 -114 PT�I DRYWALL SCREW STEI3. STJ�. 12 WEATHER STRrP t3�0(S9 4LON r 18 3.98:1 X 4.U" HINGE MIN 0.098° THICK STEB. 19 SB.LKEY PGASA 22 DEF�()ti STRBCE PLATE STEEL 23 SIRHCE PLATE ST&1 24 I`9 % S!8" Pitt WS STEEL 25 QUYSWING HtGii -DAA9 TF&i6SiiOLD ACUM�IUM W1 COMPOSITE SUBSTRATE AIUMJ COtuU'. 26 49X 1.0" F'Fli WS STEEL 27 OUiSYViNG 1HRESHOiJ) ALUMINIUd WJ CQMPOSITE SUBSTRATE ALUM) COMP. 40 OQQR PANEL -SEE DOOR PANEL NAIL SHEET FOR COI�TRUCIION OETABS 64 #$ % 7' � WOOD a Y try S au� 1 18 12 °g N.T.S. °a wre sr JK cmt any I n 3 awam go. FL- 15255.1 0 ,as 7 ac 7 SCREW STJ�. R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vslrioo, FL 33594 Phone 813.659.919? 4• Florida Bard of ProfeWonal Engineers Certificate of Authorisation No.9813 Product Sub Category Manufacturer Product Name Category Trinity Glass international opaque fiberglass Exterior Swinging Exterior Door 4621 192nd SL East "Impact" Door Doors Assemblies Tacoma, Washington 98446 Outswing Phone 235 -876 -7300 Facsimile 236476-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved In the approval prods of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609. 1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15255.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for "HVHZ". 8. See drawing FLA 5265.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01470437 TEL 06- 0918 -2 TEL 01370079 TEL 02010411 TEL 01470100 TEL 01470099 TEL 01470101 2. Drawing No. No. FL- 15255.1 Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 ASTM G165- 04,G158 -02 ASTM D1929 -96 ASTM D2843 -99 ASTM D635 -03 Pre cared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Testing Evaluation Lab.,inc. Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,inc. Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,Inc. Signed by Lyndon F. Schmidt, P.E. Wendell W. Haney, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Stand & Sealed -ia Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Seafwa by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt. P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/11/2012 PF 1089 Sheet 1 of 1 Ilorfda Building Code OnNne BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications 1 FaC Staff [ SCIS Site Map 6 Unks # Search 1 &.1,01i uct Pubax ?rorluct Aoaroval Menu s FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD -WEN 3737 Lakeport Blvd Klamath Fails, OR 97601 (800) 535 -3936 fbc@jeid- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Em 2900 stevesa@jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, http:id w.fortdabtAding.orglprlpr app_ cid. aspx? param =vvGEWQwtDgvKmQdlWtCWIylOg7J %2f l3jOkuylizYgeHp XfbuF- A %3dOlo3d[51712012 10:17:04 AM) Florida Building Cale Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/05/2012 Umite of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: N/A Others Refer to installation Instructions S -2104 for sizes, configurations, design pressure ratings, and installation details. Certificate 2011082.011 antract Expiration Date Installation Instructions FL15558 R0 L S -2104 55.ndf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created Contact Us :: 1940 North Monroe Street. Tallahassee FL 37353 Phone• 850- 487 -1824 The State of Florida Is an AA/EED employer. Copyright 2007 -20 10 State of Florida. ;: Privacy Statement i; Accessibility Statement ;: Refund Statemannt Under Florida taw, e-mail addresses are public records. If you do not want your e• mall address released In response to a public- records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail, If you have any questions regarding DBPWs ADA web accessibility, please contact our web Master at Product Approval Accepts: ME No MR Is ti hUp: //+ .WdabMing•orgtprlpr app_dt.avx ?param =wGEVX vKmQdVJtQijYlyIOg7j% 2ftI310kuyJizYgeFdpXfbuEA %3dOlo3d[51712012 10:17:04 AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors Certification No.: NIOI I082 3737 Lakeport Boulevard Certification Date: 05/0112012 K matb Falls, OR 97601 Expiration mate: 08131/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w10 Sidelites (wood frame) Specifications Tested To: TAS 201/2021203 -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 certiStcation 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 wmv.Namicertifecation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). ]aswing Glazed Design Water Missile Configuration or or Maximum Pressure Test Impact C3utswing Opaque I Size I Pos/Neg I Pressure I Rated Report Number Comments Single w idelite SltfeGte- Glazed Sideli #e -No Max Panel Size: 3'0" x 618" X Single OiS Opaque 3`2" x 6'10" 61- 0 10.0 psf Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installs ' n Details: S-21040-8) Single w idelite SltfeGte- Glazed Sideli #e -No Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x S13" (118" Tempered Glass) Installation Details. 5-2104 1-8 OXO O/S Door- Opaque 5110" x 6110" +66/ -70 ]o.0 psf Boor -Yes CTI.A -06W Single w/Sidelites Sidelites - Glazed Sidelites -No Max Panel Size: 3'0" x 6'8" Sidefite DLO: 6"x 51" ((ib" Tempered Glass) Installation Details: S -2104 14 XX O/S Doors- Opaque 613" x 6'10" x-571 -57 8.55 psf Doors -Yes CTI.A -696W Double Max Panel Size: 3'0" x 6'8" 19441tation Details: S -2104 178 0XX0 O/S Doors - Opaque 8'11" x 6110" +571 -57 8.55 psf Door -Yes CTLA -696W Double w/Sldelites Sidelites - Glazed Sidelites -No Aiaa Panel Size: 3'0" x 6'8" National Accreditation & Management Institute, Xt cJ4794 George Washington Memorial Tel: (804) 684- 5124/Pax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: Sidefite DI.O; 6" x 5'3" (118" Tempered Glass) VA 1:0.; �.. ys } >= i'I .d.i le. [:�. !: t.ri -e1,i ! it,':1;1t ''�yyy��'��.y��� ��I�15!!r �� N Yil �. ft, }��� 1 is t" !is _.. Nw. 81.25* ua. OA FWE HEKW Sff DETAIL 7 ON -';4EEr 5 NOTE 9 ON .,.- _ ----L, _ SEE OETAft 7�"'' � 31 SEE NOT 6 (W -W. 4 Sff NOTE 3 Sill 4 1.750* ka 1. M MIN. PANEL TW PANEL rHK 777 36 SEE NOT 2 ON 2 SHr. 4(�� 45 0.125'Uk 4 GLOSS TW MAX EXTERPS 80.0' aim, U OA . M". SEE GWING PANEL OA. OEIAJLS, SHEET HM9 FRAME 7 HENM SET NOTE 2 ON (9 SHT. 4N 2.50' Wt_ UK i DGE OlSe WSM ae er o7wis R&LD mg OT M.O. box OA PANEL HOW 42 43 YALE WOO HERITAGE SEEM VALEWMT WAGESSM NOT 9M) Sim Sim NOTE 6 ON SHT. 4 2 NOT 8 ON 3 2 44 45 — 47 SOEIRE FWW iM SU AND AM (MW MU POMSA PRO UIE FROE BY MW FOR 112 I.G.U. 11lt4SUtATEO TEMPEREP GASS BTAW)WAC) FRAf OY MW FOR I' w= - P%GVA% W potyw, SRT. 4 SEE OET)VL 7 ON SHEr 5 SEE NOT 3 ON .4 48 49 52 V WHATID TEMI)EW %FV WS, �ffwu M"IFo UIE MAW SCWW #6 x 1 1/2- Lw PMM (BY TMT17 COMPO 1 W 99 OWAUAIION SOU IV I I.W AM WEWENT OM LAIICH SUW RAM OW WX SW KAIE 44 >t GM SM SfEEt Pmpued ft: ffrs CaO?EW MASW S. M VERTICAL CRM SECnON T�TE SASH a( OTFM amw mom W. Rww 407-6"-,M7 Fiw_407-6444M DNA= W, 5-2104 SEE UME 4 ON SHT. 4 a izzi: M l � I ) 10 5r / SEE WAIL 5J ` ON SHIN 5 HORIZONTAL CROSS SECTION 0250, MAX HINGE JAMB TO BUCK SrrQ4 HORtZ ID W CROS5 SC'CTIM 3/ ar rM rAi TaGdt SEE NOTE I SHT. 4 SEE NOTE 7 ON SHr: 4 ° s MASOM?y a BY OTHERS P, �e a 0.75` Mtn. aO EDGE GIST_ o ri ASTiZM THM BOLTS (2) TOTAL: (1 EACH) 0.31" Otte; 9.0° LG. AT TOP do BOTTOdl NOTE: rTEtd 24 NOT MOWN THIS VIEW FOR CLjjuti, s5 F. At, Avpmee arms: n.La � z u : Q . B JM a sr: 4a. S. SM ORMW s —ar04 T` Ph ow 407- 644—M7 o sow yi tk+ we Foa 407 -644 -1366 P 0.75" a 5r rQ i r EDE de SEE OETA9 5 ` . e ON SHEET 5 ` ° a 02�° wt HORIZONTAL CROSS SEC77ON LATCH JAMB TO BUCK . CDNCRETEJ MASONRY BY OTHERS a izzi: M l � I ) 10 5r / SEE WAIL 5J ` ON SHIN 5 HORIZONTAL CROSS SECTION 0250, MAX HINGE JAMB TO BUCK SrrQ4 HORtZ ID W CROS5 SC'CTIM 3/ ar rM rAi TaGdt SEE NOTE I SHT. 4 SEE NOTE 7 ON SHr: 4 ° s MASOM?y a BY OTHERS P, �e a 0.75` Mtn. aO EDGE GIST_ o ri ASTiZM THM BOLTS (2) TOTAL: (1 EACH) 0.31" Otte; 9.0° LG. AT TOP do BOTTOdl NOTE: rTEtd 24 NOT MOWN THIS VIEW FOR CLjjuti, s5 F. At, Avpmee arms: n.La � z u : Q . B JM a sr: 4a. S. SM ORMW s —ar04 T` Ph ow 407- 644—M7 o sow yi tk+ we Foa 407 -644 -1366 t 1 A - RSIZIo TO CROSS LATCH SECTION JAHAB HORIZCN+ITAL CROSS SECTION A7 51DELJrE TO HINGE JAMB Ngm CONCRETEI 51 1 2 4 3I SEE �. 3 1. �+CIBG FOR MW #26 ENE 110 x I' PFH SCREWS AIIAf2!!NO THE IAVPERIAL ASTRAGAL r0 THE tNAcrw DOOR is BY OTHERS ", ". ON x. 46 AS FOLLOWS: I" THE TOP DOWN & THE WIITTOM UP: I A . 25 4.0 , 5,5 ; 13.0 , 180' & 28.0 2. SPACING FOR ITEM 123 THE 1B x 1 112' PLASCREW IS AS FOLLOWS: 3 TOP & LmNN. HOR/ZtN1TALLY. SOELITE PANEL 3.0' IN FROM M CO RIZZ OETAILS. SHEET 7 ON THE MM VER1K•eitY FOR THE tttlF E PANELS: 3.0 °, 13.0° 261); 39.0; 52.0" & 63.0 °. $ 3. SPACING FOR ITEL! 131 THE 16GA x 314° MAO MY NAIL AMONG THE QUARTER ROUND TO THE SIDEUtE AND p... vaaauo ITEM 19 THE 16GA. X i' BRAD TRIM NAIL ATTACHING THE W WON CAP TO THE MULLION BAR itfRftCALLY, IS AS ; No.: HI?tLOM TOP & BOTM HORrLONTALLY (FOR THE ,I/8. QUARTER t ): 125° IN FRAM EACH CORNER WITH (i) 1NAI. MTD -SPAN. s -2704 ON THE SUES VE MALUY (FOR BQDi J18' QUARTER ROUND & MULLION CAP ?. 1.25' FROM EACH END & SIX MORE a. ` EQUALLY SPACED ON THE FIELD. a, ° 4. WHEN ATTACMG THE STTIKE PLATE TO THE OM AND BUCK USE REM 125, A 18 x 2 112° PFH WOE SCREW WHEN ATTACHING TFE STRITQ: FATE TO THE .WWB AND STDETITE J M AT THE MULLION USE 1TEN 124, A 18 x 2" , SEE (HAZING PFM WOW SCREW ° '.. 5. SAMG FOR ITEM 125 THE 18 x 2 112" PFH WOOD SCREWS ATTAOM THE 44M TOGEM AT m WUUION, • e . . IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER ON (4) WORE SCREWS EL>UAlLY SPACED ON TTHE FELD, � NQT. 2 , ON sfli 4 & THE MOM PANEL IS SECURED INTO TFLE SMM JAMB W1 HEM 129 SIICONE O ULX ON TTM SIDES AND °. , 318° QUARTER ROUNDS SECURED MM ITEW 131 BD AiN MW x 314° LONG. 0.75° WN. e°' $SEE TOTE 6 7. WHEN ATrACM40 THE HINGE TO THE JAB AND BUCK USE MN 127. A 110 x 2' PFH SCREW! WHEN ATTACHING TNSI , ON SHr 4 THE HINCE TO THE M AND SWaM JAMB AT THE MILLION USE BEN 114, A 110 x 13/4" FFH W0� SCTTEW , . S. SFMt7tNG FOR HEM 149 THE 16 x 1 112' PANIM SCREW (TRth7TY UTEFRAMi) IS AS FOLLOWS: e; SEE DETAIL 5 trF' t ISFaw FROM ME MP DOWN 3.25 180625: 32.8125 ", 47.5625" & 62625 °. ° ON SHr 5 Sena auF TOP & 807i0M. FROLI RE LM ONE (1) SCREW AT 4.4375 ". a 0 ° MAX 9. ALIENATE CONLiEfE/MA iRY INSTALIAMN ANCIM OF EQUNALENT PERFORMANCE CIMRACMMTICS GAM BE USED UPON APPROVAL OF THE ARCHITECr OR ENGINEffN OF RECORD FOR THE mEcr OF NMALLATIOIL 10. USE HEN 151 WHO INSTALLING INTO WOW SUBSTRATE AT HEAD & OARM USE TEEN 125 WHEN INSTALLING INTO MUUlONS. USE BEM 116 VrB I STALLM INTO CO1dCREtE1WASONRY SUBSTRATE AT S(DEIRE SILS. >°' I -Z a a x" ON x. 46 /ltf0.75D' SEE GIAM OETAILS. SHEET 7 $ vaaauo No.: w Liam wws wc, s -2704 Ph= 407- 444 -057 a °xam Fmc 407 - 64-2366 SEE (HAZING OETM,S, SFIEET 7 EXTERIOR 0 r 0.125' MIN. IVrMOR Q [' CLASS INIC HORIZONTA SECTION -s F.At- cm et: S. SAI vaaauo No.: Liam wws wc, s -2704 Ph= 407- 444 -057 a °xam Fmc 407 - 64-2366 aaer 4 74.50" MU. OA FR4ME MV SEE ON SEE IXTA(L 4 r ON Im SK. AJAX. OA MAME �3a O � MAIL nnA���{{4 ms W. A S.� lei ' I�' M 11 ININ Ill.. I r r.+ 'K ' ' SEE DETAIL 4 ON SHEET 5 6 TYP. 5 SPACES 0 13.85 MAX. OA 3775' MAIL OA g FRAME MV4 � O 6.00° Tw' SEE OEM 4 6 TYR 7 9—.M /ON SHEET 5 6 SPACES @ tT.54° — sE off& 6 ,-QV SKEET 5 1 1. i i�iAi�'�nrB3 Fee" -d By. 107.00' MAX. OA FRAME WUH ocm awa of., BY. dwd of., s. SFF>:Lr. MIMMW to, SEE OETa 2 S -2104 Fdmn& 407- 644 -M7 Fore 407 -644 -2366 ON SHEET 5 4.50° TYP. 16.41 ° TYP. NP 1341° TV. 100' ' 6.00, TYP. . .00° TYP. It I III III I I II 6M. 5t 57 — tYP. TYR 5 SEE NOTE 5 SPACES 4 DETAIL 5._ HEET 5 WX OA FRWEI t1l t �` rm. 3.00° 3.00° 7.00' TYP. 7.10' IW. 1a SEE DETAIL 4 ON SHEET 5 6 TYP. 5 SPACES 0 13.85 MAX. OA 3775' MAIL OA g FRAME MV4 � O 6.00° Tw' SEE OEM 4 6 TYR 7 9—.M /ON SHEET 5 6 SPACES @ tT.54° — sE off& 6 ,-QV SKEET 5 1 1. i i�iAi�'�nrB3 Fee" -d By. W.M.F4 R.t.S. ocm awa of., BY. dwd of., s. SFF>:Lr. MIMMW to, am= ORS. &c. S -2104 Fdmn& 407- 644 -M7 Fore 407 -644 -2366 EXTERIOR 10" 0.125' TEMP, P.000 MM # GLASS 750' AIR SPACE I ;r L 0.125* TEMP. INTERIOR 0.50" SIM SPACER GLASS (LASS off 54 4 SEE NOTE 8 ON SHE 4 GLAZING DEIX J MWfTY UIE FR49E 1* INSULATED TBWM GLASS U)POY EU-5007 0 to 'A 0.3 O 112* INMUMSEMPERED GLASS L(IPOY , 7 ED ALL GLAZING cmRamim SMLL COMPLY WNH SWETY GLAZING REOUKEUD(IS OUIbM IN FBC SEC170H 2406. F. S IV" state. N.Ull. ww sy.. im S. SAP anow lic. phwmw 7 Foc 407-644-236 No, 5 -2104 situ 7 or 1.670' 1,670' 1.670 4.-'WS . --T ...,V/ , r, �— Z188. 1.210, 1v2, T 750' to T.2W' 05� -T 0.5m, DO0TfQM DOOR MWE 24CA OR (0B ,0211 SM (DRNGER JOINIM PWOM OM LATCH W 2 3 WOW PWE OOD Ot FWGW JOWTED 4 44 PONDEROSA P94E 0.125' 1.645' 0.529- am. ,W. I644' 1.586, 0,83. -T 0.14ir 1,750- 1.75r '2 11530" 2.521 2419, T�Z 6721 Coe BLOCK FOR COMPRESSW STm BOTTOM SN-M 040M COS 650 @m&-Pmmy�mcp� @=AF0MLYPRa0PI-fflK &X-ILPO�LYPRQP. J.O'LOW RNff RASIX LITE KIT MAMak LITE APPROVED LWOR Nt 484801 A= RZ KIT U40M OX UNDER U CNE KLIT & KaI-M-UII = (150" 1.10g, 0.m. O,QQ* a-M, T— 0,624- am- T lol oy� 1.750' 2.5900' 1.736'0.675' ❑ T-� "Dw" 2.040' ASTWA MS Two OJ125, 0 vir 1.012 0 0 IPA x 9* LOW 600s; 0� 1.375- L 0 0 71 ON mp, I ON BOTTOM 0 1.381* +0- 097- --4- L 4.0m. OASTRAGAL (MIERM) ASTIZVA SCANKE DOOR LATCH f1FAD Am(w HAGM Sm BUTT 606346 ALLIMMIN G(NPERK a125- STEEL} Snw opm (8125' LOW) @4'x 4* x 0,097* DR SIM STIR 11.875' OR VAFN:S WR b"oom USED >I lu M' - rRl Im. S-2104 aw 1.000, lo too, 4. OUTSM STANQ4RD RUMP FACE RNSM PEMKO NSERT Prqmred Rf. 7 S IT a . I . 11 w oft. Phm 407-644-5957 Fm 407--644-2368 >I lu M' - rRl Im. S-2104 Product Evaluation Report Of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy SaverlContour Wood Edge Opaque Steel Outswing Door wl or w/o Sidelites Steel/Wood 107"X 81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01 /2012 Contents: N'%'011111111111 F. 1,0 �' • . 0 .. 7 .� p rr� �' •s•••rrrrr••r•• ��,4,►0 Evaluation Report Pages I — 4 ��issS' / Installation Details Pages t>>t /ttllt1t1t0 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17 :42:30 - 04'00' /a/A\\) BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies PL *: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107' X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - impact sidelites do reauire 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 5 -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5 -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING; DROPS FL #: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Referenced Data: 11 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) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL #: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter 1TW 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 (5 -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 57 PSF Negative 1 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, F.E. Florida No. 73778 Page 4 of 5 I e 6 BUILDING DROPS FL#.* A Perfect Solution In Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 6 Sf F, 6 21- P I --- F— . es Norero, P.E. Florida No. 73778 Page 5 of 5