No preview available
HomeMy WebLinkAboutEngineering Identification Schedule for Opening Protective Device or System PERr2APR 2�i 1 16 1 201 201 ING (The following mininrunr information shall be provided to facilitate plan reviemi and inspection of the proposed installation, opening,protective device 9COWC:o unty, FL Address:_ 2117 NW Greenbriar Lane, Palm City, F134990 Type of Structure: PERMIT#: Dev. Device Device ApprovalOpening Opening Shutter Shutter #Storni Anchor Header # Type Manufacturer Width Height Width Height Bars Req. Spacing Reinf.Req 1. Accordian ASSA FBC 81 93 81 93 9 No 2. Accordian ASSA FBC 139 93 153.75 93 9 No 3. Accordian ASSA FBC 139 93 153.75 93 9 No 4. Accordian ASSA FBC 112 72 124.5 72 9 No 5. Accordian ASSA FBC 44 72 53 72 9 No 6. Accordian ASSA FBC 46 72 53 72 9 No 7. Accordian ASSA FBC 45 72 53 72 9 No 8. Accordian ASSA FBC 28 72 33.5 72 9 No 9. Accordian ASSA FBC 76 90 85.5 90 9 No 10. Accordian ASSA FBC 28 72 33.5 72 9 No 11. Accordian ASSA FBC 64 60 64 66 9 No 12. Accordian ASSA FBC 64 60 64 66 9 No 13. Accordian ASSA FBC 34 62 34 62 9 No 14. Accordian ASSA FBC 48 24 56.25 24 9 No 15. Accordian ASSA FBC 39 72 46.5 72 9 No 16. Accordian ASSA FBC 39 72 46.5 72 9 No 17. Accordian ASSA FBC 30 72 36.75 72 9 No 18. Accordian ASSA FBC 30 72 36.75 72 9 No Ope�timg 1 ;BertharHi9 Velocity Accordion {BACK SLIDER)., 2 Bertha High Velocity Accordion rr + ' (BACK SLIDER) 3 Bertha,High Velo`cityAccordion (BACK SUE E 4 ?Bertha High Velocity Accordi'h ;`(BACK w)NDow) ' I 5 Bertha.High Velocity Accordion 4 3 2 °(BACK,WINDOWrs) 1 6 Bertha High Vetocity Accordion t �� 7'�Bertha High Velocity Accordion (front lett)` -3 5 18 8 Berfha High Velocity Accordion (pont) 9 ,Bertha KV Accordion (coni door) 17 10-?Bertha,HighVelocityAccoriion '' '(frons) 11 Bertha High Velocity Accordion, 6 (front court yard) 12 ',Bertha High Velocity Accordion 16 (from court yard) 8 9 10 13 ,;Bertha,High Velocity Accordion (front ng,'t 14>>Bertha HighVelocity Accordion 16 (right'side) 11 15 'Bertha High Velocity Accordion (nght side) 16'"'Be'Bertha HigVelocity Accordion it (nght side) 12 14 17 Bertha Hi h Velocit Accordion (nght side)g y 7 13 L J 0 18 ;Berfha High Velocity Accordion fnght s�de1 'L � G1 (� Vcc _I •M C LL Z cm n- „� N � L� �) a . , L B SCAIB CL IGNT E-TEMPE6T.CAM + , } NOT TO SCALE �� DATE: + �{ Apr 19,2016 fPAGE DESCRIPTION: Site Plan PAGE: OF 1 i ACE ilURRiCAN1 .S t1TTERs-. .INC. PANELS •ACCORDIONS.:- BAHAMAS,' GQLQNlALS • ROLL 11PS _ Property Information Building Information Owner: Davies Tainter Wind Zone: 170 MPH. Address: 2117 NW Greenbriar Lane Exposure Category: B Palm City,Fl 34990 Minimum Building Dimension: 5 ft. Mean Roof Height: 15 ft. it Risk Category: II F Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 11::: I Int 81 93 7 25.5 -27.9 _.._ ---- - - _._. -._. -- - --- _. . .._.. - --- -.._._.--------- 2 Int 153.75 93 7 24.3 26.7 - - - - --- - ----- ------- ---- - ------------- ------- -- - -- -- - --- ---------- 3 Int 153.75 93 7 24.3 -26.7 -- -- - .._..--- - ----- .. --------- 4 Int 124.5 72 7 25.2 -27.6 -------_... ----- 5 Int 53 72 7 26.7 -29.1 --- - ---------- 6 -- -6 Int 53 72 7 26.7 29.1 7 Int 53 72 7 26.7 -29.1 8 Int 33.5 72 7 27.6 30.0 9 Int 85.5 90 7 25.5 -27.8 - - - --- -- - - - - --- - --------------------------------------------------- ------ ___._._ -- - ---- - -- - -... - --------------------- 10 Int 33.5 72 7 27.6 -30.0 11 Int 64 66 7 26.6 -28.9 -- ----- ---.. ---. - --- -------------- .----------------------------- - --._.. -- - ------._..... --._...- - - ........._ --------------_........------- 12 Int 64 66 7 26.6 -28.9 13 Int 34 62 7 27.8 -30.2 14 Int 56.25 24 7 28.5 -30.9 15 Int 46.5 72 7 27.0 -29.4 16 Int 46.5 72 7 27.0 -29.4 -- -- ------------------------------------------------------------- ----- --------------------- ------------------------ ---- ---- 17 Int 36.75 72 7 27.4 -29.8 - -- - --- -- -- ._...- -- ------------..... - ----- --- - -- - --- - - - -- --- - - ---- _------------.-....-- -- 18 Int 36.75 72 7 27.4 -29.8 (7,C-:fVE[)I APR 2 12016 PEFtf&I Tfi,1C St. Lucie County, FL Prepared in accordance with:ASCE 7-10,Chapter 30.6Vind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1