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HomeMy WebLinkAboutSUBMITTED PAPERSW / I BATE: l�J l e�� ���`► *^��-• PERMIT lyj�V. IB1 I f _ j N i MM 13 �O t PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue 'Fort Pierce;'FL 34982 ..SCANNED.: (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF Luci,,C©urlty WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 336q Ave IA 2.. ... PARCEL.ID NUMBER: oZ�IQS--110 �� -Co 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Ch riQe n(4 K I) Arr1/ no /Z2 Ch ExTC-� i ofZ / 4. TYPE O STRUCTURE: SFR ✓ MOBILE HOME OTHER 5. OWNERS INFORMATION CONTRACTOR'S INFORMATION 561-721-5611 n� WHEN READY FL Re Cert #: WdIR Name: � M�5 l,�ni r• l I i CQ�'YLS g! � � Address: 33o A1/P -All County Cert #: City: J4. Pyy ,O►rc-Q Stated: l�I f,_2 (f Business Name: QC Zip: qq4 _Phone:-? -qqO-�fcJ�.l Phone Number: -0 S - 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 1146 Windows &Skylights •�� 50 ��`4 c,d5 Exposure B ' Exposure C Overhead Garage Doors <30' - F.B.C. Table,1609.6 (1)+ 1609.6 (2) $- Size. C- Size 7.. VALUE OF CONSTRUCTION:. $ . ., FEES DUE:. RECEIPT: OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is correct and that all work will be done'in compliance with all applicable laws regulating construction and zoning. nm.es 1) • �)ay+:5 PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF -1),&ffiLb1 _ -D ACKNOWLEDGED BEFORE ME THIS / DAY OF QV , 20 Q BY, K D Me5 V•��l V (� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATI • ANGELA YOUNG :]�i S�AR2�OTARY TYPE OR PRINT ME 18SION # EE188835 EXPIRES April 12, 2016 TITLE: NOTARY PUBLIC COMMISSION NUMBER I 3A;"153 FAN .WM NO-TICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ST. LUCIE COUNTY Vinyl Siding 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 [] Attach 2 copies of the NOA or Florida",approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be.used for any acfivity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to -the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application' includes: 1. LOCATION/SITE ADDRESS: ............................................. 2. PARCEL ID NUMBER: ............ w ............................................ 3. DESCRIPTION -OF PROJECT OR WORK ACTIVITY....... 4. OWNERS INFORMATION: ................................................ 5. CONTRACTORS INFORMATION: .................................... 6: VALUE'OF CONSTRUCTION :........................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which, the building activity is taking place: Briefly describe the building activity under permit application Indicate the name and address of the owner of the property,on which the product is fo lie installed. Indicate the State of Florida (if applicable) and St: Lucie County contractors registration numbers, and the name of the business doing the work., Indicate the total value of the work to take place. Total cost,of construction includes all material and labor costs associated with the buildingfconstruction'activity:.The value of construction is used to determine the amount of permitting fees to,be assessed. St. Lucie ' County reservesthe right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not;consistenf with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982..,, All.applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business'day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772)-4624I 53,`during regular office hours,(8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462' 1261. SLCCDV FORM NO: 006-05 i Property Appraiser - St.Lucie C^ nty, FL Page 1 of 1 PROPERTY RECORD CARD James E Williams Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 3304 Avenue N ParcellD: 2405-601-0389-000-4 Sec/rown/Range: 05 :35S :40E Account #: 18661 Map ID: 24/05N Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: James E Williams SUNLAND GARDENS BLK 21 LOTS 15 AND16 (0.36 AC) (OR 424- Address: 3304 Ave N 1071) Fort Pierce FL 34947-1823 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 53100 Land Value: 9800 Acres: 0.36 2/1/1984 53000 00 CV 0424 / 1071 Assessed: 53100 Building Value: 43300 Ag.Credit: 0 Finished Area: 1778 SgFt Exempt: 28100 Taxable: 25000 Taxes: 533.06 BUILDING INFORMATION Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HD -HD YearBlt: 1958 Frame: - Grade: D - D EffYrBit: 1970 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features Bed Rooms: 3 Electric: MX - MAXIMUM PrmintWall: PF - PF FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond, YrBlt, No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 720 AV AV 1958 1 0100-SF Res BI -Front Ft 120 134 FEW - CHAINLINK4' Y 1 500 AV AV 1995 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/Prc.asp?prclid=240560103890004 6/6/2012 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. LESS THAN 25% OF TOTAL GLAZED AREA TO BE REPLACED UNDER THIS PERMIT. SHUTTERS NOT REQUIRED PER 2010 FBC,EXISTING BUILDINGS, 606.4, EXCEPTION #2. SEE GLAZED AREA CALCULATION SHEET FOR OPENING RELATIVE PERCENTAGES. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 36 1 80 20.00 1 4 36.1 -39.3 FL4904.6 50.5 1 -50.5 <25% GLAZED AREA 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 = 9 FT 9 IN WILLIAMS RESIDENCE 3304 AVENUE N FORT PIERCE, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - FAOI Proiect Files\ 2010-MPSWOO Wind 0-400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 4 Roof Tributary Area (Sq Ft % ht 10 1 15 y 20 25 30 -j -S- 50 0 -15 ft -41.0 -40.0 -39.3 -38.7 -38.3 -3{{.9 r 6; �4 ^$ \ 0 +37.8 +36.8 +36.1 +35.5 +35.1 + 4.7 4- R34 'k33 8, -41.6 -40.5 %- -39.3 -38.8 -30.4 38•L_ 8 -3 6A 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2� -+i_4.9� ..+34 6 +4:3^ 17 ft -42.1 -41.1 -40.3 -39.8 -39.3 -38. 1 -38ft' �rr - /�,�-3f�8.'0 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +3535 3 35g - =+34.7 -42.6 -41.6 -40.8 -40.3 -39.8 �I9> �3�8 8 A18ft 5+39.3 r38t5 +38.2 +37.5 +36.9 +36.5 +436= -43.1 -42.0 -41.3 -40.7 -40.3 -39,9' i639�5,�9t1.J� 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 j -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 1 +39.9 1 +39.1 +38.5 1 +38.0 +37.6 +37.3 1 +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 +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 1 +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 +40.9 +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 =475- -42 2_ +43.1 +42.0 +41.2 +40.5 +40.0 +39b: _+39-Y <+313.9. +38-6- 29 ft -47.1 -46.0 -45.1 -44.5 -44.0 4 6 9 +43.4 +42.3 +41.5 +40.8 +40.3 +39.91 -+ .:9`2- kt38 9 -47.4 -46.3 -45.5 -44.8 -44.3 -4 9 C --133.` 3".2 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 �.5. -42t9. +,59.Z^ 32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -44f5z -�44�r- ztg3,8" 943!5- +44.3 +43.2 +42.3 +41.7 +41.2 +4 +40.0.,3- -4'01� :,.999.79. 35 ft `0.7 SZ 141'I �+�0 8 r 40 5 +45.2 +44.0 431 +42.5 42.0 1� -50.4 -49.2 -45.3 -47.6 -47.1 -46 :0 6�2�` �5;Vj 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 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 +48.7 +47.4 1 +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 +45.2 +44.8 +44.5 Soft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 1 +46.0 +45.7 1 +45.3 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributa Area 5 Ft eight 10 15 20 25 30 35 40 45 50 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 0 -15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 \ +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 -17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 II, -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 _1 +39.3 1 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 19ft -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 20 ft -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 +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" 5T Z�7_4 46.4 -45.8 21 ft +40.6 +39.5 +38.7 +3Pp8'2T -+37.7,3--+443776:9- +36.3 22 ft +41.0 39 9 +39.1 +53g5` 8 D� i6 �t3'_ 36 ;y 0 36.7 -55.4 -53.2 -51.6 -5L4 95' IT48.6 -4})9 7.3 -46.7 23 ft +41.4 +40.3 +39.5 + 8.9�' &4- `38.0 +37, - `+3 .,3 +37.0 24 ft -55.9 -53.7 -52.1 -50'.9 43 9' - =49 13: trk391118.0 V-4g,4 �7? +41.7 +40.6 +39.8 1 +39.2 +;I +37.6 +37.4 25 ft -56.4 -54.1 -52.6 91��+ �9.6` 53LOO I�9.1 \I? - �8-,g= Iirl 747.5 +42.1 +41.0 +40.2 +38:7 r+38'.38:0� 437.7 -56.8 -54.6 -53.0 -51i8' ;�,50�I} - 49,2L o. _ 28i5 -47.9 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.9 +38.6 +38.3 +38.0 27 ft -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 +42.8 +41.6 +40.8 +40.2 +39.7 1 +39.3 1 +38.9 +38.6 +38.3 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 78.7 :7--28 +43.1 +42.0 +41.2 1 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 29 ft -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 +43.4 1 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 \ +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 32 ft -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 1 +40.3 +40.0 +39.7 4,(�5 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 �I-H +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 ttv 40 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -:ES +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 soft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 +493 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 60ft '67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -5T2 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 1 +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 S. 'WORST CASE' IS DEFINED AS THE CRITSCAt•GONb1TI0-ITOF-AN.O NI$NQQWN VARIABLE ST CASE' EAS DESCRIBED BELOW. USE OF CRITICAL CO+4, DITIONS_f„2EQUIRED FOR U-�F1WITH THESE TABLES. 2. TABLES VALID ),LI�^ OtB-DILDIryry,GSQF MEAN ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R L QOF-T-Y E5 B�SL.OPgAPPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° Sl A BE_PERFOR�1ED BY�ANNE GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B ILQ•INGMEAIV�iAVERF)GE 'ROOF HEIGHT, IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED{(U.SE--TH_E'IPEAK Rob 141EI13rT. 5. ALWAYS ROUND U��aFHEIGHTS'j2�pEXT j BLE VALUE OR CONSERVATIVE ASSUMPTION, 6. CALCULATE THE TRIBUTA�`L,AR�({'OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) Ml ETIP1lIEDBY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD T-HNSPtNLENGT(jF(tJEI.GHTz /,3). USE,THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-IJ(f-HI N•GLUbES'`��44{i;EAS BETVI�EEa ,RU-Z-FURAL MULLS. IF THE TRIBUTARY AREA OF AN OPE IN C 6NQ:, 13E,ib��,( TIF� D, FI OST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND.'FFIBIJTAR-Y�AREQ DOWO7 fO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN'PUBUSHED, U'§EiHE-LARGEST 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. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN, 2, DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN, INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (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 CORRESPO11DII G WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED . -}I EREIN SHAM^ IE-D CT -AT ND VERIFIED BY THE GOVERNING BUILDING DEPARTM N'ITAN ��RM HOLDER:'M1IO:W RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER�DFRR �� I� %� 5. THIS SPECIFICAyr,0 INOT=INTED�TO/OFFER ANY PRODUCT APPROVED CERTIFICATION. RE..I1�Ijj O. TOAR -SEPARAiELYtiSUMITTED TEST CRITERIA AND OTHER APPROVALS FOR DE$ G IN 7 1=GITION"INFO MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TQQGGGLLLLL• B V910SIE 43Y OTHERS�I 1,ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL IOC t IM�ACTROTt?CTd•OTy.S�SyTEM ORDINANCES. 7. NO CERTIFICATIO-NZS:OE�E�ED-FOR%F}�6 INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDE ;1HER IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED: a= 10% OF LEAST�(ff-dRI2 NTAL6I1IEN-91-O rOf CCCR/.J61!; lRH, WHICHEVER IS SMALL BUP�O �`$ � , A 4y�°S OF LEAST HORIZONTAL DIMENSION OR 3FT (Sm�}rUrSE`ZONE 5'4F=AT=IsiN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, 1• F_ 5 I ® I s ,® E V 0 a WALL ZONE FIGURES PEAK ROOF HEIGHT 1 , EAVE ROOF ROOF HEIGHT HEIGHT v 0 m a o � REMARKS INIT ISSUE DRWN GSS CHKD TSB DATE 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING a x n o ` o m m r c� ASCE 7-10, CHAPTER 30 EXPRESS° Oz K ON \ -, �r REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 m n p U) (n DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 Oi�� k �z _ M MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \-- D -j Q z to O I ` m z o THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK BENNARDO, P.E. PH: (954) 354-0660 FAX: (954) 354-0443 WWW'ENGEXP.COM W `O o 7- 1 O �' W o "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHERCERT MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ASCE OF AUTH sses5 mp v m Florida Building Code Online ! iolida Departmewf BCIS Home 1 Log In 1 User Registration I Hot Topics I Submit Surcharge Stats & Facts i Publications i FBC Staff I BCIS Site Map I Links 6 Search Buss es Prof essi I Product Approval '-yeguption USER: Public User Ih'1 f1 Product Aooroval Menu > Product or Apnllcation Search > Aoolication List > Application Detail FL # FL4904-R5 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 0 Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgteluIwilNbbiSciO%2baWgLuXJfdLV%2blCenc%3d[5/22/2012 10:12:30 AM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/12/2011 Date Validated 03/18/2012 Date Pending FBC Approval Date Approved 03/26/2012 .-_..-......... _...... ----- _.._..............__......._.._...__..__._..._...-_._..--- - -- Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC NI006110.01.odf Approved for use outside HVHZ: *Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 3'-0" x 6'-8" max nominal size. When FL4904 R5 AE 504A.odf large missile Impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is NOT required. See DWG-MA-FLO128-05 for details, 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC NI006110.02,ydf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0%-70.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL4904 R5 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 3'-0" x 8'-0" max nominal size. When FL4904 R5 AE 503A.odf large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites U n its Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5-C CAC NI006110.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0128.pd Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 6'-8" max nominal size. When FL4904 R5 AE 502A.odf large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO128-05 for details. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC NI006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 8'-0" max nominal size, When FL4904 R5 AE 501A.odf large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0' Opaque O/S w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC NI006110.02,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr—app—dtl.aspx?param=wGEVXQwtDgteluIwHNbbISci0%2baWgLuX3fdLV%2blCenc%3d[5/22/2012 10:12:30 AM] Florida Building Code Online Impact Resistant: Yes 12/31/2014 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 8'-0" max nominal size. When FL4904 R5 AE 501A.odf large missile -impact resistance is required, hurricane protective Created by Independent Third Party: Yes system Is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. 4904.E Wood -edge Steel Side -Hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Fl_4904 R5 C CAC NI006110.03.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0130.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 6'-8" max nominal size. When FL4904 R5 AE 502A.odf large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO130-05 for details. 47vv.i vvuuu-euge aceei JIUe-rungeu Uopr -o -u uidzeu 1/5 Uuur w/ or W/u JIUenLeb - - - -- - - Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 RS C CAC NI006110.04.Rdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0131.odf Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 8'-0" max nominal size. When FL4904 R5 AE 501A.0df large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO131-05 for details. _ 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC N1006110.04.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R5 II FL0131.Qdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 8'-0" max nominal size. When FL4904 R5 AE 501A.odf large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO131-05 for details. Contact 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 :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterAdbpr.state. fLLis. Product Approval Accepts: E„, 1 El: El s r secuTit�."u.-FRics- ., � Norton � � .� �� _✓ SEruREO RM 1:1 varlsig" -- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwl-INbblSciOp/o2baWgLuXJfdLVp/o2blCencp/o3d[5/22/2012 10:12:30 AM] NOTICE OF PRODUCT C1ERTIF'ICATION Company: Masonite International Corporation Certification No.: NI006110.03 1955 Powis Road Certification Date: 07/2312005 West Chicago, IL 60185 Expiration Date: 12/31/2014 Revision Date: 09/2712011 Product: Wood -Edge Steel Glazed Inswing or Outsw ing Door w/ and w/o Non -Impact Rated Sidelites (w/tkood Frame unless noted) Specifications 'Tested To: TAS 202-94 The "Notice of Product Certification" is only Valid if the NAN1.1. Certification Label has been applied to the product as described within this document. The certification Ibel 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 ListinIZ at Evw>,v.Namicertificatioti.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). In -swing Glazed t Structural Water 'Missile I Test Report Number Configuration I or or Maximum Design Test Impact j Drawing Number & Ongnilp Pr ccurp Prp -cTvn `f (r r c X [ S I Glazed s 0 ' x 6'8" +50.5/ _50.5 2.86 psf 1 N0 IvCTL-210 293{1 Single I Maximum Panel Size: 3'0" x 6.8" 1 II Anchor Detail M A FLO130-05 l t Li aze x 6 f ' + +50.5/-50.5 7.60 psf o Single ! LMaximum Panel Size: 3'0" x 6'3" j Anchor Detarl-MA-FLO13+0-05 XX I=$ Glazed 610" x 6'8" + s0.5!-50.5 2.86 psf No NCTL-210.293E-7 Double 1 Maximum Panel Size- 3.0'. x 6'3" f Anchor Detail-M.4-FLO130-05 XX O/S Glazed 6'07' x 6'8" 4-50.51-50.5 1 7.60 psf ! No NCTL-210-2930 Double Maxi mn Panel Size: YO x 618 Anchor Detail-MA-FLt1130-05 XO/OX VS Glazed Door 6'0" x 6'8" f +50.5?-50.5 2.S6 psf Door -No NCTL-210-2930-? Single w/Sidelite Glazed Sidelite ! i MA-W1,01l5'ltrl7rl8'19;2Ct21-02 Sidelite-No i I I >`'1""XJnium Panel Size: 3'0x 618- Anchor Detail-A9A-FI...... }-05 XO/OX O.%S Glazed Door 6'0'' x CS" -50.5.'-50.5 7.60 psf _ Door- do — NCTL-210-??30-7 Single kv/Sidelites Glazed Sidelite Sidelite-ivc, Maxiniuni Panel Size: 3W' x 6'3'. Anchor D:tail-NIA-FLCt130-05 OXO US Glazed Door j 910" x 6'8" +50.5'-50.5 2.86 psf Door-1`o i NC'CL -210-2930 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size- 3'0" x 6'9" Anchor Dctail-MA-F1-0130-05 OXO OrS Glazed Door 9'0" x 6'8" +50.5'-50.5 7.60 psf Door -No I NCTL-210-2930-7 Single w/Sidelites ! Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" z 6'8' 1 Anchor Detail-MA-FL0130-05 OXXO I/S ! Glazed Doors l2'6" x 618" -50.5f-50.5 2 psf Doors -No - NCTI.-216-2930 Double w/Sidelites Glazed Sidelites i .86 Sidelites-No Maximum Panel Size_ 3'0-x 6`9" >Anchor Detail-NIAFLO'30 05 OXXO O/S Glazed Doors 12'6" x 6'8" -50.5/-50.5 7.60 psf Doors -No N('11L 210-2930= Double w/Sidelites Glazed Sidelites i Sidelites-No Maximum Panel Size 3'0" x 6'8` Anchor 1?etail MA FLO130-05 X Its Glazed Ventlite 3'0" x 6'8" -55.01-55.0 2.86 psf No i NC71,210-3461-1 Single j Maximum Panel Size: 3'0- e 6'8" Anchor Detail-MA-F- LO130-05 X 0.11S Glazed Ventlite 3'0" x 6'8" +55.01-55.0 0.0 psf No I NC �-?l0-3461-1 l Single Maim i Panel Size: 3'0" x 6'8" An or De4il-MA-PLOl30-05 National Accreditation S Management Institute, Inc./4794 George Washington Memorial Highway/H VAj23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NA VLI AUTHORIZED SIGNATURE: SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES I. EVALUATEC FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MIN;MUN DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HJRRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SFREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TFCT nPF ZrPIPMM nPF rNGTI(11J RFSI II T SELF IGNITION TEMP ASTPA D1929 740 'F > 65D 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH" ASTM D638 7.50% DIFF UUMVAHAIIVL ILNJIL- JIKtNGIH AHtK WLAIHtKINU 45CO HOURS XENON ARC METHOD 1 149" AM. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D.L.O. PANEL WIDTH - 37.5" MAX. W/ASTRAGAL I` FRAME WIDTH 4 k U O i W J _ = O i I i e e e ® m m t - SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SiDELiTE WITH SIDEL RE TABLE OF CONTENTS SHEET # DESCRIPTION 1 "YPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES Ad&rdum10NO CEnftadDR NO.: JWICQC. 1 1 a !2 y Revived IT Date ftY I DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE TH IN WIN OUTSWING INSWING OUTSWING X 37.5 +SU.S -50. +50.5 -50.5 0 ;-11220 +50.5 -50.5 +50.5 -50.5 12 +19.0 -19.0 +50.50.5 -5OX or XO 75 +50.5 -50.5 +50.5 - -1 +190 0 +55 0.5 OXO 112.5' +50.5 -50.5 +50.5 . +10 50.5 -50.5 OXXO 149' +50.5 -50.5 +56.5 -50.5 +19.0 -19.0 +50.5 -50.5 X - VENT 37.5 +55.0 -55.0 +55.0 -55.0 N/A N A I !e ie o0 SINGLE DOOR UNIT WITH VENITLITE KURT BALTHAZOR FLORIDA P.E. #56533 CC - O O U O O O LC � Q v) O 0 c)U Z ti LLo O co LLJ DATE: 7111105 SCALE: N.T.S. DWD. BY: Sf/S cl- Imo: L0i30-OSj ev 3-� SEE DETAIL T DETAIL 6" I II I 6., I---1111111 II I 3 0 a A EL J Q O I w B B � A C — 6„ — d — _ 6" 3„ I 3" — 3" 3"" 3" �3" SEE DETAIL „F„ a SEE in .,D. J a I G N f 6" AWEMOM tO NAMI CeUticalarlND: Nr�DL� REvieaBd By. � �-- #8 x 2-1/2" #10 x L #8 x 2-1/2" #i0 x 5/8" #8 x 2-1/2" #10 x 1" #10 x 5/8" 0 # 10 x 3/4" #10 x 2" DETAiL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME AS SHOWN. TYPICAL 1 0.962"+ 1.375" INSWING 'HRESHOLD OUTSWING THRESHOLD IEE DETAIL C'" 6" ASTRAGAL RETAINER BOLT HOLE ;� MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL Ic '1/5• TEMP. GLASS) DOW 995� OPTIONAL DECORATIVE INSERT AL ' ALUM, STEEL OR BUT"L SPACER 1/2" BITE R6 X 1-1/2' PHS p�Try1": DOW 995� EXTERIOR IVTEAIOR TYPICAL GLAZING DETAIL CL L0 0 00 - U O Q cl� J cc Z 11 Q DATE: 7/ 1 1/05 SCALE: N.T.S. DNC. BY: SWS CHK. BY. DRAWING NO.: DWG-MA-FLOi30-05 SHED 2 OF 3 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING .::'ROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS UNIT INCLUDE #10 WOOD SCREWS 0 3/16" TA.PC=S.APHYSICAL SHIM MUST BE PLACED EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUC—URAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4_ WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3 W � U N SEE DETAI- "D" SHT. 2 J - [lIIM W j�I II " o l) :2 I 1 1 — 1 I ' 6" I I I - - W i V) V) cl 0 W c I II II I If 1 I HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1.50" MIN _ 0 25" MAX SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1�N^ MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION Addenim b NNI CeTlifallon hh.: 6 r ao , I RWOM BY: !�J DateRevB.w��., SCALE: N.T.S. I OWG. BY: SWS CHH. BY: ORAWNG NO.: DWG-IAA-FL0130-05 SHEET 3 OF 3 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: ts= 1.000 in Side member dowel bearing strength: Fes = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: Co = 1.6 Allowable Design Value: Z'= 171 Ibs/anchor (ND5 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Tabulated lateral design value: Z= 107.0 Ibs Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Mode IV Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00- in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z.= 189 Ibs/anchor Minimum anchor capacity; 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations, minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf t EA1 79.25 Al EAt 72.75 k Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2.3 138 N/A N/A 171 1 138 OK AZ 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1 of 4 1/7/2010 ' Luis R. Lamas P. E. _ 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 f f Design pressure: 60.0 psf Al Al 79.25 l � . Max. Anchor Area Load Ind. Cap. Qty Load Zone z (ft) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) Al 10.0 601 6.00 21.00 171 5 120 OK AZ 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure; 60.0 psf I Al Al A2 i Y 79.25 72.75 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result 7(lbs; Qty Load (Ibs) A 2.3 138 N/A N/A 171 1 138 OK Az 8.9 532 6.00 21.00 171 5 106 OK A3 1 7.7 1 463 1 N/A I N/A 171 3 154 1 OK A4 1 10.0 1 601 1 N/A I N/A 171 4 150 OK Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Al A4 / A4 / 5 Al 3 A2Y ly ly fy Al A4 A4 Al \ 79.25 k 147.75 Double with sidelites. \ Pressure away from stops: 37.50 36.38 36.38 37.50 79.25 \ Al \ Al �`IC L 4 LYA� Al \ / Al Desiqn pressure: 60.0 psf Zane Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap, (Ibs) Qty Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 2.3 138 N/A N/A 171 1 138 OK A5 7.7 463 N/A N/A 171 3 154 OK Desiqn pressure: 60.0 psf Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A 7.9 473 6.00 21.00 171 5 95 OK A3 8.9' 537 N/A N/A 171 4 134 OK A4 10.0 601 N/A N/A 171 4 150 1 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 Al Y_ 6 Y_ Y� l /\ /Al \ I 7 /\ /Al \ I, 147.75 2of4 79.25 Desiqn pressure: 60.0 psf Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 1 171 1 3 156 1 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A N/A 171 3 154 OK A� 10.0 601 N/A N/A 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 � Luis R. Lamas P. E U 1 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Anchor Locations: H N m Double door with sidelites 6 Manufacturer: Masonite Report #: 502A Date: 12/29/09 m N � f a m %II 1 t 1 1 1 � � d o ci r 1 M a} F N r �i o: ci ` o o 6 N N_ T N ote: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 4.V-;04FZ;', �/1p�a 0 Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 4of4 Luis P. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Anchor Locations: Double door 36.38 36.38 6.00 TYP. — 6.00 TYP. 18.19 TYP. — 3.00 TYP. 1 6.00 I 13.45 MAX. U.C. 79.25 u I 1 6.00 t Manufacturer: Masonite Report #: 502A Date: 12/29/09 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 51 1 P TATE OF OR I'D •�«.��•� ONAL Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FL0122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t,= 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in (NDS 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Cp = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf T Al \ �Y� 79.25 A Single. Pressure away from stops: 36.38 I ' Al i Al 79.25 1 of 2 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area Load Ind. Max. O.C. Anchor Result Co Load (ft2) (Ibs) (in) QtY (in) (Ibs) (Ibs) Al 10.0 851 1 6.00 18.00 171 5 170 OK t1tlClllf/! P " a 4,.TATE 4L/ Luis R. Lomas P.E. ��i, �, ° FL No.: 62514 ,s , OR 1 , ° �� �� 1 /7/2010 Luis R. Lamas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Al \ Y 79.25 A2 A2 Anchor Locations: 18.19 6.00 TYP. — 1 1 6.00 1 13.45 MAX. O.C. 79.25 Zone Area (ftZ) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. I (Ibs) QtY Load (Ibs) Al 2.3 195 N/A N/A 171 2 98 OK Az 8.9 753 6.00 18.00 171 1 5 151 OK 36.38 6.00 TYP. — Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 ' rS At ... 'AT aF II it11+ Luis R. Lomas P.E. FL No.: 62514 1 /7/2010