The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERSf DATE: LA PERMIT NUM' S I J PLANNING & DEVELOPMENT SERVICES DEPARTMENT, BUILDING & CODE REGULATIONS DIVISION SCANNED 2300 Virginia Avenue BY Fort Pierce, FL 34982 3 co --_.______._._._.._._..._._.._ ....... __.___.._........__i St. Lucie County (772) 462-1553 6, C) APPLICATION FOR REPLACEMENT OF s WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 5,3 O`:a, tA U 1N\- tM'I k)!¢ �0 0� 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION \ 6. CONTRACTOR'S INFORMATION Name A I ICE nn L.t�YV j FL Reg/Cert #: Address: � o A u nn a r Aim b 1 Mf �{,�, County Cert #:- City: RnsnPcclVa-mee::7�-- r Zip:3 Lt —) ahone: Phone Number: Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights �5v S �i tef's�c.�i Sal( VN I�� Wci. Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ Sa FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application,i$ correct and that all work will be done in `compliance with all applicable laws regulating construction and zo �1ni�Ig. ames -D-e�— PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF , 20131 BX )Q Me5b•-WV( WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. ANGELA YOUNG 4rno In YP / ou�'e MY COMMISSION # EE188835 SWTO-gOFYNO ARY T P R PRINT NAM O - EXPIRES Aptil 92,201E . ....TITLE: NOTARLIC COMMISSION NUMBER (40�398 D793 FlorldaNWsrySorvtee.oDm . NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 0 Phone: 772) 489-3688 Salesp rson: DD6010 Review r: Near_ Hare Phone BUEBENDORF ETHEL (347) 200-8738 ` Address 5396ARTHURKILLRD Work PMre (347)200-8738 Goff vewmv Nem cry STATEN ISLAND JobLvascrpftm DOOR INSTALL2f13 State NY Zp 10307 0O61ty RICH OND Page 1 of 5 No. 0283-237738 QUOTE 2013-02-1314:17 Prices Valid Thru: 02MOM13 R: EC:111� 1( I MERCHANDISE AMID SERVICE SUMMARY Woe `ieuv{orners limitthequantltiesofinerchandise REF # 101 n STOCK MERCHANDISE l Nr R04 0000-425-125 a S/O - MDSE TO BE DELIV co ti ti S0201 1 0000-639-016 KS SEC TYLO SGt CYL C DESCRIPTION .' 1.00 EA NA / <> 38 112" K 801/4" - D, R O. / {#1}<> 161!!BQIQAPRODUCTCATEGO Y=ENTRYDOOI LD-WENWINDOWSDOORS- DOORSYSTEMS,QALOCATiO=KISSIMMEE(FI BER=1.800.246.9131,QAPROD CTTYPE=ENTF ! S0202 1 0000-639-01 s 1 1.001 EA M S0203 1 0000-639-016 1.00 1 EA LL r_IENDOR - SPECIAL INSTRUCTIONS: 12.2 O a DELIVERY INFORMATION: DELIVERY DA 000 N OLn o O N O Page 1 of 5 NO. 0283-237738 (V /*ATT r Copy ESTIMATED ARRIVAL D A:. N IS,QAMANUF J E PHONENUM AMATERIAL=ST RSLABS,QAPRODUC ADDER: A 1 N $260,591 $260.59 7.51 co I 10 CL A A 0 ti 0% co ti ti ti 0 a PM 00 N O QUOTE - Continued Last �ame: BUEBENDORF Page 2 of 5 No. 0283-237738 ::; {Co�uiij`•: :REF #101 INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 At TIME OF INSTALLATION. NOTE: UPON, RECEIPT OF ALL S/O MERCHANDISE -INSTALLER WILL DATE. ALL CUSTOMER TO SCHEDULE INSTALL -RE F # I[I 1 ''MERCHANDISE TO BE INSTALLED: R04 � -t#M ;.::::€:€.:•:::. ::`;==€' N)ESORIPTION ..:•.'::::°::= :::-.-"=`:':°:: 0000-425-125 1.00 EA KS SEC TYLO SGL CYL COM O ANT BRASS S0201 0000-639-016 1.00 EA <> 38112" X 80114' - D R.Q. S0202 0000-639-016 1.00 EA SCREEN S0203 0000-639-016 1.00 EA .IAMB BASIC INSTALLATION LABOR: `::DESCRIPTION ::;:::':-'`-,. :::-° €:;.: :. ....::::. =:::i2TY lJM- TAX °.F:.:.fiiGE EACI�i'° EXTENSION:. 0000-523 -672 EXTERIOR DOOR FL-NATIPRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: °:QFFION '::°? -:: :. °: .:.-. ,DESCRIPTION 11M.:.: 'i,4X °°E?FitCE EACH .EXTENSION::: 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENIN $15.00 CUSTOM LABOR SELECTED INCLUDES: =QPfiNON" °:. =:::: DESCRIPTION °__``::::;: `°`;: - -= =:.QTY-- - UM T'AX : PF3lCE:EACH EXTENSION 1 IREBUCK DOOR OPENING 1_00 MR N 0.00 $60.00 'NS7A LATihWsITE NAMt j BUEBENDORF ETHEL INSTALL LABOR CHARGE: 352.00 _ DDRESS: 6303 hummingbird way TRIP CHARGE: $0.00 ^CITY. FORT PIERCE STATE: FL ZIP: 34951 CREDIT FOR DEPOSITIMEASURE: 50.00 COUNTY: SAINT LUCIE SALES TAX RATE: 6.500 TAX: Merchandise - N LABOR - N • 5302.Go PHONE: 347 200-8738 ALTERNATE PHONE: 7 200-8738 N Page 2 of 5 No. 0283-237738 Copy co ti a O A A 0 ti a co (V ti f` cn w aK 0 a M co ctl O H 09 Y�1 QUOTE - Continued Last N me: BUEBENDORF Page 4 of 5 No. 0283-237738 REF #101 {Eontiiiues.'::: PARTS OF THE HOME 1S 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 IFIN THEIR 'ALL BREAKABLES ANDIOR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE FROM TH E WORK AREA PRIOR TO INSTALLATION OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS " CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA REF # 106 ESTIMATED INSTALL BEGIN DATE: 03M3/2013 ESTIMATED INSTALL END DATE: 03/1312013 BASIC INSTALLATION LABOR: =:. DESCRtPTJUN - "TAk PRICE::EACf'1' c Xl`ENSION . 0000-114 BUILDING MATERIALS PERMIT FEE -NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: ° `. Q71' :.:- TA3C ' PRIG EACH::::- EXTEIySION ` DESCRIP710N :: :€::. - ..:° .<°;l_llsil:`-`:;:;: 5 PERM17 AND ADMINISTRATIVE FEE CITY X $1.00 I 180.00 EA N $1,00 $180,00 'f §TALEAT10N-STENAME l BUEBENDORF, ETHEL INSTALL LABOR CHARGE: $180.01 ADDRESS: 5303 hummingbird way TRIP CHARGE: $0.00 .CITY: FORT PIERCE STATE: FL ZIP: 34951 CREDIT FOR DEPOSITIMEASURE: $0.00 OUNTY: SAINT LUCIE SALES TAX RATE: 6.500 TAX: Mero andise - N LABOR - N 0 .15 0$i80.01 PHONE: 347 200-8738 ALTERNATE PHONE: 7 200-8738 13ASIC INSTALLATION LABOR INCLUDES: ' ALL FEES ASSOCI ATED 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. :— CONTINUED ON71VE?GT: PAGE-"' Page 4 of 5 No. 0283-237738 Copy Co O r A A -41 a co [V ti ti u u 0 n. 00 Cm 0 QUOTE - Continued A Last ame: BUEBENDORF Page 5 of 5 No. 0283-237738 ; --'- NSTALLATION :42-- Oornin '{uepj:• -, - REF #106 POSTAGE AND ADMINISTRATIVE). DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY. PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE PECIAL NOTES: 'CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT_ ONCE IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. THE PERMIT IS PAID FOR. WORK ON THE PERMIT ASSEMBLY BEGINS NMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED flF=[ALIT:..:.. :.:.: TOTAL CHARGES OF ALL MERCHANDISE & SE VICES Policy Id (PI): A: 90 DAYS DEFAULT POLICY-- SALES TAX $0.00 TOTAL 769.52 BALANCE DUE $769.521 'The Home Depot reserves the dgh t to fira t I deny realms. Please seethe turn policy sign in stores for details.' ENDOF RDER No. 02i3:: N Page 5 of 5 No. 0283-237738 stonier Copy 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. HURRICANE SHUTTERS NOT REQUIRED. -LE Copy,"r- --0 OPENING PRODUCT DESIGN OPENING SQ. I WIND I PRESSURES APPROVAL PRESSURES I COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 80 20.00 1 4 36.1 -39.3 FL14111.2 1 50.0 1 -50.0 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 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 = 11 FT 4 IN BUEBENDORF RESIDENCE 5303 HUMMINGBIRD WAY FORT PIERCE, FLORIDA DOOR REPLACEMENT PLAN 04109/2012 - FA01 Proiect Files\ 2010-MPS\400 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 " .SD" DESIGN LOADS FOR COMPONENTS AND CLADANG INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)- ZONE 4 Roof Tributary Area JS Ft �. 15 20 • 25 30 •�-4 '�45Z, 1.0-40.0 -39.3 -38.7 -38.3 -3 F9+37.8 +36.8 +36.1 +35.5 +35.1 + 4,7 4m c+�q4 3: re10 -41.6 -40.5 -39.3 -38 8 3 4� all frT'- +38.3 +37.3 +36.6 +36.0 +35 6 + 2 -+ 9 i+34 6.N343'-42.1 -41.1 -40.3 -39.8 -39.3 38'9' 8� ;383. `f3 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +3 3 +"3@)Q ^t34.7 18ft -42.6 -41.6 -40.8 -40.3 -39.8 �9��^ 9nt3ry8-8 I I ,��85= +39.3 +38.2 +37.5 +36.9 +36.5 'w36. +3535'2 -43.1 -42.0 -41.3 AO.7 -40.3 -392: ;�9; f5,� 9 mp 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 20 ft -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 21 ft -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 23 ft -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 1 +37.3 +37.0 24 ft -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 25 ft -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 26 ft 46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 27 ft -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 28 ft -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42 9 l�r *-IZ:S- -4 +43.1 +42.0 +41.2 +40.5 +40 0 + . , +39.2 38 9 +3 -6+ -47.1 -46.0 -45.1 -44.5 -44 0 4 a6% 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 + .9_ -+ 9 + 38 3i ft -47.4 -46.3 -45.5 -44.8 -44 3 4 9 °- `. 3'S, 2 1,19 30 +43.7 +42.6 +41.8 +41.1 +40.6 + 02 ;;r 9 5I+,y19 -48.1 -46.9 -46.1 -45.4 -44.9 .5E 444 8. '. 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3' -TI 0� 35 ft 0 11 I'44 � 8 .�t�q,49t.7 +45.2 +44.0 +43.1 +42.5 +42.0 40.55 -50.4 -49.2 -48.3 -47.6 -47.1 -46.2 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 45 ft -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 +47.6 1 +46.4 1 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 soft -52.8 1 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 1 +45.2 1 +44.8 1 +44.5 60 ft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 1 -49.9 1 -49.6 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 EXTERIOR ZONE 5 PRESSURES Mean DESIGNPRESSURES(PSF) - ZONES Roof Tributa Area 5 Ft eight 10 15 20 25 30 351401 45 50 -50.6 0- 15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 p'a -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 �J8 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 `Y19ft -53.2 -51.1 -49.6 48.5 -47.5 -46.7 -46.0 -45.4 -44.9 +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -54.3 -52.2 -50.7 -49.5 -48 5 47.0- -46.4 -45.8 21 ft +40.6 +39.5 +38.7 + $3.. _ �+3111 7 3� + -T;l..; +36.3 -54.9 -52.7 -51.2 5 0 .:ny 01 t2" 7.5 .8 -46.3 22 ft +41.0 +39.9 +39.1 + 89f3$0� t3Z.li�3J = 7.0 +36.7 -55.4 88:0 14 7„+7,3 23ft +41.4 +403 395 + $,3 } 37.0 -55.9 -53.7 -52.1 -50'9 ' =49�3 4 �4 -47.1 24 ft +41.7 +40.6 +39.8 +39.2 ++5538. " �.0 +37.6 +37.4 25 ft (( ®+`&- +42 1 +41.0 +40 2 I'M39 It 8.33 aF38�0 �37.7 -56.8 -54.6 -53.0 -Slit •y5�'I c19: m 9-Zjl °" 8 5 -47.9 26ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3', +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 27 ft +42.8 +41.6 +40.8 +40.2 1 +39.7 +39.3 1 +38.9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 8 ft +43.1 +42.0 +41.2 +40.5 +40,0 +39.6 +39.2 +38.9 +38.6 -58,1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 r32ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 40 k +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 45 ft +47.6 +46.4 +45.5 +44.8 1 +44.2 +43.8 +43.3 +43.0 +42.6 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WIND VELOCITY = 170 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DERIC7-4FiiFF��NNORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRt[3CAt GOPIbITIONOF,�ANI'i7N1�DIOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO , DITION�.g�EQUIRE�D F,OR�U� ITH THESE TABLES. 2. TABLES VALID O L� LI(}IG'�)•OF�NJM ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F RL��RROO-GF''^T;1'PES &•S'I;OOP,�S .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA �BE;PERFO ED%BAN,B GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B IL NG.MEA'14 AVER/ iE) h, OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF ED}(U.SE+TtlEI} EAK�R00 EI T. 5. ALWAYS ROUND 1Lf300FUEIGH111 ELE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TR1617A8�,YaAR``EE'• 'QE E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MUCFI Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP,Q'NaL , GT +(FJEjG . 11 ).,U,S THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-NFLU EA,B aRURAL MULLS. IFTHE TRIBUTARY AREA OF AN OPEI IN O�I�NO��TIiEYIVST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO �ND;IT£ TKRX`((+R+EA=D� QQ' W 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN 6UB SHAD, USS`FIE`LF�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 ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESRO DING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED)-_H IN HRCL`BE -ATE NO VERIFIED BY THE GOVERNING BUILDING DEPARTM 0T`-AN RM � OLDER IN • - RRANN FOR APPLICABILITY OF TABLE VALUE USE IS OFFE Dj(�R�EI�*.> 5. THIS SPECIFICA O I OT-IN,pNDE T,Q 0 ER ANY PRODUCT- APPROVED CERTIFICATION. RE ER.� . 3A SEP.ARA'fEl• U MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G = NST TION�! Fla MATION AND APPLICABIL]TY OF THESE TABLE VALUES WHICH IS T0 B V R_FIE �f3YdOTHI q ,j CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL /OCIM GT+t@ROTE ON$,TEM ORDINANCES. 7. NO CERTIFICATIOMI5.4F'ERED; •F R�`t" TNTt=GFF1TY OF THE HOST STRUCTURE. B. EXCEPT AS EXPRESSLY PRO • E, IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= SO% OF LEASTM_tj�ZvC)Nl�`AflDIAENIO�(51L9'°I¢i6jWRH, PEAK ROOF DIMECHEVER 15 NSION OR 3FT (lYn)r41SEOE 6 (I� QUESTIONOF LEAST O CONSULT HEIGHT EA AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF a a EAVE HEIGHT 1 L ROOF I HEIGHT 5 1 ® I 5 5� ® ® 1' L O - aSO SQ WALL ZONE FIGURES f ISO R v In m > o REMARKS INIT ISSUE DRWN GSS CHKD TSB DATE 03/05/12 2 010 FLORIDA BUILD N G CODE ENGINEERING C ,, o m m " 3 c5 ASCE 7-10, CHAPTER 3 EXPR < ON REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 _ IS �°z - _ n V) DESIGN LOADS FOR COMPONENTS CLADDING 160 SW 12th AVENUE, #106 ig P. 7 I-` I O MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ y N _ THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, In m Z PH: (954) 354-0660 FAX: (954) 354-0443 o o O o RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 7 - 1 W W W . E N G EX P. CO M CERT OF AUTH N9885 O m O W v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND i < I--� m 1e 1 in- ni is roannrnTM ' noriaa tsuuamg Lone unime Page 1 of 2 Product Approval Menu > Product or AUpllcatlon Search > Application Us t > Application Detail rY ..,' _ A i RB�Rit •,.�,i �AEG7r RBPRI Uei'R p191STC1�tB CDN7!.47419P!7 FL # FL14111-R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals. by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category' Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Janet Gerard Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard ASTM E1886 ASTM E1996 ASTM E330 ASTM E331 Year 2005 2005 2002 2000 Approved Testing Lab FL14111 R1 Eouiv JELD-WEN ASTM E1996 Eauivalencv Letter odf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZw... 3/1/2013 r lorida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 01/31/2012 Date Validated 01/31/2012 Date Pending FBC Approval Date Approved 02/08/2012 Summary of Products FL # Model, Number or Name Description 14111,1 Gladiator/Finishield 9'-0" x 6'-8", OXX, Inswing Full Lite Door System with or without Sidelite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14111 R1 C CAC NI010117.01-Ri Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2016 Design Pressure: +35/-35 Installation Instructions Other: FL14111 RI II 3W062010 Dwas.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14111 R1 AE PER 1569 Ddf 14111.2 Gladiator/Flnishieid 3'-0" x 6'-8", X, Opaque Inswing and Outswing Impact Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14111 R1 C CAC NI010117-R1. df -ApPr led fo. Use outside HZrYess ua ity Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +50/-50 Installation Instructions Other: FL14111 RI II JW152009 Dwgs.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14111 R1 AE PER 1570.Ddf Created by Inde endent.Third Party: Yes Back Next Contact Us :: 1240 North Monroe Street, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Copyright 20D7.2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rCreLZ di'SArFriEj http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZw... 3/1 /2013 c000-TM-1 NATIONAL CERTIFIED TESTING LABORATORIES iveFIVE LEIGH DRIVE - YORK, PENNSYLVANIA 17406 - TELEPHONE (717) 646-1200 FAX (717) 767-4100 �W: www.nctlinc.com August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd. Klamath Falls, OR 97601 Re: ASTM El996-05 equivalence to the ASTM El996-06 or ASTM=02 test methods To whom it may concern; This letter is written to state that products successfully tested to the ASTM E1996-05 criteria also meet the testing requirements ASTM E1996-06 or ASTME1996-02 up to Wind Zone 3. Products st-meet:-additional i men s o e equivalent to ASTM E1996-06. The revision from ASTM E1996-05 to ASTM E1996-05b and subsequent versions introduces the additional Wind Zone 4 impact requirement that differs from previous versions: "5.3.3.6 In Wind Zone 4, impact the integral mullion and other intermediate members such as a meeting rail, check rail, or meeting stile mid -span...': In virtually all methods, criteria and other aspects, the testing requirements of ASTM E1996-05 are equivalent to the comparable elements of the ASTM E19967.06 or ASTM E1996-02 requirements and methods. Therefore, products that have passed the ASTM El996-05 testing also qualify under the aegis of the ASTM E1996-06 or ASTME1996-02 test methods for Wind Zone 3. Wind Zone 4 compliance is only met by products as long as the additional shot to intermediate members has been performed. Respectfully, NATION L CERTIFIED TESTING LABORATORIES, INC. Ray Lamb, P.E. Professlonols In The Science of Testing NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE:: CERTIFICATION PROGRAM: COMPANY: CODE:: REVISION. DATE: NI0:101.17-111. 02/12/2010 Structural Jdd-Wen 104-3 01/30/2012 To verify that the "Notice of Product Certification" is valid; please visit www:NAMICertification.com to assure that the product 'is active and. currently listed. This certification represents product conformity. to the applicable specification and that certification criteria has been satisfied. Please review and advise NAMI if any corrections are required to this.doeument. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD WEN Exterior Doors Series "Gladiator/Finishield" In -.Swing 3737 Lakeport Boulevard & Out -Swing Opaque 25 Gauge Klamath Falls, OR 97601. Steel Side Hinged Door Configuration. X. I/S Frame: W-953mm (37.5") H 2O76mm(8:1..75") O/S Fr4me.W-953n)m (37.5") H-2045mm(80.5") SIP: Pos+3600Pa(75.0pst) Neg-3600Pa(82.5 psfl SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02/E331-00 Design Pressure: +501--50 psf ASTM E1886-OS/E.1996-05b Wind Zone 4-Missile Level D AAMA 1304-02 FER-Passed Product "Tested By: Report No: Installation Details: Expiration Date: .Quality Testing, Inc. 8JW2009-198 JW1520.09 (l 7) 12ecember 31, 2015 Administrator's .Signature: NATIONAL ACC A.TION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 1. THE PRODUCT SHOWN HEREIN 18DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA 35 3/4' MAX. PANEL WIDTH BUILDING. CODE (FOG) BASED ON THE SIGNED AND SEALED DATE. PRODUCT MS BEEN TESTED TO ASTM EMMA, E3310, E283-04, E1886-6, E1996.OSb 6 AAMA 1304:02. WIND ZONE (IND) RATING = 4 2. ZX AND IX WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TOTRANSFERLOADS TOTHE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND w E SPACED AS SHOWN ON DETAILS. ANCHOR x Jg p EMBEOMENTTO BASE MATERIAL. SHALL BE BEYOND 'WALL DRESSING OR STUCCO. C i 4. DESIGNED PRESSURE RATING SEETABLE I, PAGE 1. y Y W 5. SCALE BASED ON 11X17 SHEET SIZE. qVsaeVa 6. ALLIX & 2X TO BE 0,55 SPECIFIC GRAVITY OR GREATER. -WATER / 7. PRODUCT HAS NOT BEEN RATED FOR INFILTRATION. IF AUTHORITY HAVING JURISDICT1019 NOTE 2 NOTE 2 REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, n PRODUCT SHALL BEMSED WHEN INSTALLED AT LOCATION m / PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO- OH LENGTWOH HEIGHT IS'I A. � / f DOOR LEAF'CONSTRUCTIOM ACE.SHEEI THE FACE SHEETS ARE GLUED TO 11 HE CORE AND SUBSTRATE WITH LMC AOHESWE.. CORE DESIGNS THE CORE CONSISTS OF 1-1.25 POUND DENSILY EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION; EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (M18' MIN) GALVANIZED STEEL. THE FACE SHEETS ARE BENT,BG• OVER THE 1;68S' X f.0' LVL (LAMINATED VENEER LUMBER). STILES AND TOP RAIL. THE AVERAGE MINIMUM YIELD STRENGTH OF 25 GA SHEET METAL SKIN IS 38,400 psl. THE 1.688'X1.203• BOTTOM RAIL CONSISTS OF ROLLED-FORMEO.GALVANIZED r GAUGE (;GIV MIN) STEEL. THE WOOD LOCK BLOCK IS 1.588' X 3 Ilex 1Y. FRAME CONSTRUCTION: THE FRANE JAMBSAND HEAD ARE. CONSTRUCTED OF FINGER JOINTED PINE, THEINSW9VG SILL IS COMPRISED OF COMFOSITE MATERIAL WITH -ALUMINUM CLADDING AND A PLASTICADJUSTABLE HEIGHT THRESHOLD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADLXNG. TOP CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 18 GA 7116'. X 2' LONG STAPLES PER TOP CORNER. BOTTOM CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7)15' X Z LONG STAPLES PER BOTTOM CORNER. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1190 SIUCONE, SINGLE UNIT (X) (INSWING IMPACT) ceffamNO. ReviewedBy Daie Reviewed: NOTE.- 1. ALL VIEWS FROM INTERIOR. 2- MASONRY AND CONCRETE CONSTRUCTION. TABLE'1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR ONLY INSWING POSITIVE +50 NEGATIVE .50 IOUTSWNG POSITIVE . NEGATIVE -50 1i1u11u, ALEX SPYROO 2012.01.232202:46-05W _ 1 r O J0 �D O cq Z WSccoo W nYd Ecma, S.FREY ) JWIM9 UT OF 1' MIN. 1` MIN NOTE 1� MIN. 'MIN 1' MIN NOTE 1 DESCWPIN Makdaf F8N 1M78 f 11!• INTED P1N TREATED) PINE ' Lu NOTE2 21 27. ATE 2 9 2'1 27 r I t F NTED PINE, TREATED) pin '- 8 3 LATCH PAM •145i4Nd'PINGERKBMTEO PI TREATED PINE ,A a �.' ' n 4 OUFSMNGTH 6 MODEL tt T! TliH;O.iLPOSITE ILL LONUM " •�.) • CI [i 5 810PIALIPS('LATNFJNLYOODSC WRHit1TMINEMBEGMENT STEEi. f • J 0 B x4lM 3IGEL2GA . M EL 1 2 �: 1, m }:- T N9x 4•PHRIAPSFLA HEADWOOD STEEL 8 N10xI4f!'PHALB�SFLA STEEL .; I m 1 . 22' U CC J Z 4 Q 3H8"ITY TAPCLN WRH I IH' MIN:EMSEDMENT STEE ' 2 4' LL CU ,Z" W . co 10 COM WFATHERSTMP W 8850 11 Ik.4 ENDU O-?A 120 T5!OOMPOSITE ALUM NUM SEE DETAIL A SHEETB : 5, .;- :,.., 12 Z �[. x :s:,.. }— ?� g.a� 12 TOP FWL WATEOVO4URUNSER V< BOTTOM V STEEL 10 :•,,• :.f'' • ;' 12 Q n � 14 H9169 $ME WILE MINATED VENEER LWBER LVL x,, ; ; ; 15 LATCH SIDEST0.E TEOVEWERLUMBE LVL r � ;'•;'"' ' YOB. 16 K z Ir TREATED PINE _,.�;' S DETAILA x•' i ; STEER SHEET6 10 ::.n`:;• 18 KMKSETLOCKSER0400 STEEL KMKSETDEA0S0.TSEPoES660 STEEL _L9L 20 N8 x2' PHI! M FIATNEAO W000 SCFMW EL Z. : 21. 2"WOOD BUCK GRAD£2 SOVniERN YELLOW KN TRPATW WOOD ��.+••+ , :•.-�;: 23 EXPANDED DED POLYSTYRENE TO 12Ubs 0 WO BY'JEIDN'EN FOAM7 p O ':`�Y-' 24 STEEL DOOR PANEL SIGN MATERIAL ta5 GAGALVANQED) STEEL M52500MMERCNI:OUAUTI'OAfB'MW.THICIL} GALY aQL 25 OJSWINLiWMDOOR BOTTOM SNEFP YIN- of COO) rn CORNER PADS 7, LOCATED AT TWOOT000FEACH 44M LEG FOAM rj� OW U.1 WI •:, _ ui I rc ID t7 O 27 SETMONTOROF7KSlLL DOWTHEWEARiMU RIP OPTK}HALIXWOOD BUCK GRADE250 YELLOW PNE TFFJLTEO :=. ,T,. rn qN a _ Z 70 ERN DEAD SOLT PLAT c��y - W� 2 �[y ;• fl W a.W m J es� ID CA �1.T1•l� �.. �i'.. 24 -L.f. 23 i•.`. 7W. opp z +z LA W 11 NOTE 1; 1X MAY B,E.UTILIZED AS AN OPTION AS LONG ASij�j18ANCHORI 21 :27 t `1112" EMBE}AENT j$i!E DEPTH, INTO MASONRY, CON`lP SEE NOTE 1 EM , NOTE2: MJUN IMED OPTIONALLY, ANCHOR CAN BEFLACM 1 .WiEitybOE EAD ay 0{i JAMB ' o 5 MIN I d . ro. y rrAtE 12 18 09 acne 3'n.i• ?'MIN —'7 .9'• FATE OF :�144 }'MIN --) ' —'2+i��ss�:•.RC?��, et4 S. FREY ZLVERTICAL CROSSSECTION.DOORTYP_ �MIN. rxxF DPAfiMNW 2 WOOD FRAME INSTALLATION Ln'I-VERTICAL CROSS'SECT}ON DOOR TYP, HA. IRV 2 MASONRY AND CONCRETE INSTALLATION Bs+a1nDm. 1zr w:ere.!a+n+ saiu JW152009 tnanoa,Fcun9 R9E Cab NA�Y,mnaonHa 2151! s>�sr aF 7 . rjuw�wwu w 1w�u Gaon NoyRwew0 1 Date Red� z. SEE NOTE 1. 2t 1 114* MIN. EMIL 1/4` MAX SEEDETAILA SWM INTERIOR�V A VIEW A DOOR HINS SECTION 3 VIEW AT DOOR HINGEtSiDE JAMB, (MASONRY AND CONCRETE INSTALL) d 1117 SMOETAILA 6SHEETS OPTIONAL MASONRY AND. CONCRETE INSTALLATION FOR HEADERSAND.JAMBS SJEE NOTE 2 S 3. THIS PAGE SHIM 11(l SEE DETAIL A t Mw. EMS. 1 ire SHEETE . MIN. Ems, 3 Iw L ' 4M14 'aINTERIOR NOTE 1 S SEE NOTE 1 21 o_ 1 HORIZONTAL CROSS SECTION 3 V.IEW AT DOOR HINGElSIDE JAMB 3 (WOOD INSTALL) I L 7 ti4• MIKEMB. 1W MAX SEE DETAIL A Hsi SHEETS O tj, In SEEDETAILA SHEETS A. z� r35 4 10 18 76 0 m O 15 18 f8 a F- VJ +- Y9 n, 7 �e Z d 'Y'l Jf,�+✓ipPyA, Loll LL m I to 0 INTERIOR INTERIOR � f` '� 28 EE.NOTE 1 W h J = CROSS SECTION D I L CROSS SECTION Lu t9 Y 0. RLL TCHISIDEJAMB 3. VIEWATOOORLATCHf51DEJAMB (MRSONRYAND CONCRETE:INSTALL) Adckft toMMI CerhfaftNo.: Reviewed Bp; Date RW : -- o NOTES: 1.1X MAY SE UTILIZED AS ANOPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO M4O?iRY,.CONCRETE, ORWOOD, IS MAINTAINED. 2 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD ORJAMS AS LONG.AS MIN. EDGE DISTANCE IS MAINTAINED. :3. TAPCON SPACING BETWEEN ANCHORS SAME AS WOOD Na WJW QQW �qq N W% �N 00 N�N N♦UU- �'WY (_i d! 500 go 29�. JW152009 1' MIN MN NOTE 2 iO 1. IN, 1'MIN. 5 21 27 NOTE 1 m 1. MIN. 1" MIN.N07E 2 g W 9 31 27 OTE 1 2 ♦' .d �. mod.• � 114' MAX SHIMTHK _ I 22 °E DETAIL A :7;- 12 , SHEEP B y +-:: 2 `'• '. Y 12 K. SEEDETAILA -S" 10. SHEEfS ce ¢I ¢� i W L� J LA L VERTICAL CROSS SECTION, DOOR 1YP. 4 WOOD FRAME INSTALLATION (SCALE: Varl •0`) K Oa a zzx n. 24 10 13 •t i 4' r g MIN • MIiJ 1 ' L ]_YERTICALCROSS.SECTION. DOOR TYP. 4 MASONRYAND CONCRETE INSTALLATION (SCALE:3" '-W) W ND-' i1l�G,,Y��irolpitlJu�.u. LJGtC n�C0017. 371f2' MAX OVERALL FRAME WIDTH Ir X. PANEL WIDTH � I 19 18 \ r a °P w J NOTE 2 l NOTE 2 a / n NOTE 2 (EXTERIOR VIEW) SfwLE LNITIXI OUTSWING IMPACT (SCALE. Z"-11-01 Y m rn -" 0 d it :1 20c Z IL w Y H� to LU :' i j min. QW U �z ay Z'p JUMM. 9Y= W rWo td? ��jjj N 2W2 L7� as m 3 ooQ W ?� of pg o > NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINI6NM ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, Oft W000. NOTE2: OP ONALL ANCHOR CAN BE PLACED INNARROW SECTION OF HEAD q OR JAMB NOTE3: MASONRY AND CONCRM.gQ 5TRUCTION. No 0152009 vw4_r- 7 SEE NOTE 1(21 1 iN• MBd. EMB. 174' MAX �TAICA Sl4M .. .. z I , 9 �W S oUh EXTERIOR T g I h \UQR1YONTALCROS, SECTt0N 5. VIEWATDOOR HIMGEISIDE.JAMB (MASONRYAND CONCRETE)NSTA11) 1' MIN. TMIN. a SHIMTHK, 1 UL'JuIJ SEEOETAILAJ I� SHEETS OPTIONAL'MASONRYAND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 2 R 3, THIS PAGE SFi1M_ SEE DETALA MPO. EMS. .SHEETS N, 5 EXTERIOR 7 S 8 1 SEE NOTE 1 SEE HORIZONTAL CROSS BeV1EWAT SECTION C POOR HINGEISIDEJAMB E (WOOD INSTALL) CAM ft Reviewed By. Dale Rev 691- il,V MAX. -SHIM SEE DETAIL A EXTERIOR JAMB 1I 1!4'1• SEE*DETAILA otEMB: FPM SHEETS r O � t0 18 16 J 0 m z0 icm IL 48 EENOTEI M D 6 VIEW AT DOOR LATCHISIDE JAMB . . (MASONRY 'A AND CONCRETE INSTALL) NOTES: . 1. IX MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEATH, INTO MASONRY, CONCRETE, OR WOOD, 19 MAINTAINED. 2.OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW. SECTION OF HEAD OR JAMB AS LONG AS FAN. EDGE. DISTANCE IS MAINTAINED, 3. TAPCON SPACING BETWE1;C{ ,ngRS.SAME AS WOOD SCREW CONF.IGURATI%4! 4I%S SPv�?i.. 1 01.52009 1 SEE DETAIL B 0 a , w a . I m 1 MAX,14' � O.C. TYR iO .1 I rH w T_ � y � � SEE DETAIL C ANCHORING LOCATIONS SINGLE I�N��3�NGUNITM SCALE, 318• -t'-0' YlVCSINK. OTE / USE 8111 WOOD. INSTALLATION SCREW W11.50' MIN. EMBEDMENT j WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS, n \ J USE 31Q8' ITW TAPCON ANCHOR W! 1 114' MIN. EMBED. p WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE. AT SIDELITE SILLS. DETAIL- A • SCREW AND TAPCON ANCi HRRS.CAN BE EMBEDED IN EITHER THE 1114' OR m o SCALE 8'?1'-0' 314' THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. Z 0 J Z iJJ LL m LU Y o0 4 11 S' �.QsM M sea. CEtfiC211 No,: Reviewed By: NOTE 02y p [g��C - wit d AT HEAD CpOREIEL DETAIL AT SILL .N Q 0 05 $d 7 20S$QR ¢ D DETAIL Ti E � 3TA11 LATCH TR E PLATES OLT z NOTES; 1-ANCHOR SPACING FOR BOTH INSWING &OUTSWING, 2-ONLY 2 STAej0nftQQRNERAT SILL FOR OUTSWING. No pK.sr: S. FREY oMMORW JW152009 }�-- 49116' -►1 1 WOOD JAMB FINGER IOfNTED PfNE SCALE: 6'=1'-W 2 3 i/8' i 318' t 11111r LATCH STLLE TOP RAIL 1.2 14 i5 EST LAMINATEDD YEFQeER LUMBER (LVL) SCALE: 6' =1' lr N O O Blf�l�jlI F4012G STFL J SCALE:6' a1 D' �:3118' --I 18 FINGERJOIN7 PINE SCALE 6' =1 r 1:374• 718" 1 ODOOR BOTTOM CEP 25 VINYL SCALE: 6' 4-0' 1N 1 CORNER PADS 'PLASTIC SCALE: 6"3T-0' 5 5J8 k M 113T--rr 3 Ur O v G� OLATCH PLATE STEEL SCALE: 6 =1 W Reviewed tf. Date Reviewed AddBi)dum t0 8� � �'I 11116• —I I o n m FOAM O t� SCALE: 6'=1'-0" W i<L cV� 1S BOTTOM RAIL LU:W.s� cQ 25GkSTEEL y SCALE:6'aT-0' Zy , M5 57 Br: ,AN152809 ALEX S 2012.0 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com JELD-WEN, inc. Gladiator/Finishield Wood Edge Steel Door YRO U 22:0,3�46 - 3 for Florida Product Approval FL# FL14111 Report No. 1570 Flnriria Building _ Per Rule 9N-3 Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: r Gladiator/Finishield Material: Steel/Wood Product Dimensions: 37.S" x 81.75" 37.5"x 80.5" 1 Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. ]Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou, P.E. Florida Professional Engineer # 68101 Date: 12/01/2011 . Contents: Evaluation Report Pages Y— 4 Installation Details Pages 5 Alexis Spyrou, P.E. Florida No. 68101 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Gladiator/Finishield Opaque Wood Edge Steel Door (Impact Rated) 37.5" x 81.75" 37.5" x 80.5" FL#:FL14111 Date: 12/01/2011 Report No: 1570 Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) 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: Alexis Spyrou, P.E. does not have nor will acquire financialing or u ing a pro uct 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 & 2010 Florida Building Code. See Installation Instructions JW152009, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 & 2010 Florida Building Code, excluding 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 & 2010 Florida.Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW152009 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW152009 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 BUILDING DROPS FL#: FL14111 A Perfect Solution in Every Drop Date: 12/01/2011 Certificate of Authorization: 29578 Report No: 1570 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: 0 ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b Referenced Data: 1. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report #: SJW2009-198, Report Date: 1/18/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 BUILDING DROPS Certificate of Authorization: A Perfect Solution in Every Drop 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#:FL14111 Date: 12/01/2011 Report No: 1570 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" Into concrete or masonry. Refer to Installation Instructions (JW152009) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressu Positive f 50 PSF* Negative 50 PSF *Product has not been rated for water infiltratio author" aving jurisdiction requires that product meets this requirement, product shall be used w en installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation Method JELD-WEN, inc. Gladiator/Finishield Opaque Wood Edge 3-0 x 6-8 Inswing/Outswing 25 Ga. Steel Impact Door System fi ir) T uO 37 1 /2" MAX OVERALL FRAME WIDTH 3" TYP. i FL#:FL14111 Date: 12/01/2011 Report No: 1570 Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5