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HomeMy WebLinkAboutDrawing Opening 1. Single Hung Window Mulled c (Series 605) NOR 12-0213.05 0 2. Fixed Window Mulled (Series 300) ? FL 15920.1 lt �u� 51015 3. Single Hung Window Mulled o (Series 605) cam,-, � NOA 12-0213.05 4. XX Outswing Door MRH 15' (Series 249) v_ NOA 12-0208.14 S. Single Hung WindowO (Series 605) (111 x63) G NOA 12-0213.05 11 6. Single Hung Window (74 x 63) 17 (Series 605) (54 x 47) a NOA 12-0213.05 7. XO Horizontal Rolling Window (Series 805) 12 (72 x 80) 18 2U J Lj- NOA 14-0107.08- 1 Q Egress 14 16 (54 x 47) 19 (72 x 80) 8. Single Hung Window (26 x63) (19 x47) 19 x47 v (Series 605J (26 x 81) ( ) NOA 12-0213.05 .,,�, -= 9: Single Hung Window (Series 665) Bedroom 13 15 Family Room „ NOA 12-0213.05 9 (19 x 26) (72 x 80) Kitchen ` M 10. Single Hung Window Bath u m (Series 605) (26 x 63) �. NOA 12-0213.05 0 0 11. XO Horizontal Rolling Window rte• C- (Series-805) NOA 14=0107.08' 12. XX Sliding Glass Door FLe15726.1ries ) $ Bath 13. Single Hung Window (26 x 26) Living Room (Series 605) Dining d NOA 12-0213.05 IN 14. X Outswing Door - M (Series 249) 3 1 •� O NOA 12-0208.14 4(6ILL 7 x 80) (26 x 76) (26 x 76) N V 15. XX Sliding.Glass Door Main Door-Egress (Series 390) Bedroom Garage m � FL 15726.1 Bedroom 2 22 CCS i 16. Fixed Window �ries 4 x 38) (57 x 76) (74 x 38) U .� FL 15920. 0) ti a r 17. OX Horizontal Rolling Window Mulled 0 (Series 805) LL NOA 14-0107.08 18. XO Horizontal Rolling Window Mulled 6 (37 x 76) 5 (37 x 76) (Series 805) Egress Egress NOA 14-0107.08 19. Fixed Window (Series 300) COPVRIOWE-PEST.COM FL 15920:1 SCALE: NOT TO SCALE 20. XX Sliding Glass Door DATE: (Series 390) FL 15726.1 Jun 24,2015 21. XOX Horizontal Rolling Window PAGE DESCRIPTION: (Series 805) Site Plan NOA 14-0107.08 PAGE: OF 22. XO Horizontal Rolling Window 1 (Series 805) NOA 14-0107.08 FILE COPY Florida Window and Door Co. UN 7108 Fairway Drive,Suite 120 lRlEf �E�45 9 O 2 201 Palm Beach Gardens,FL 33418 tloridawindowanddoor.com Property Information IF Building Information Owner: David Baselice Wind Zone: 160 MPH. Address: 17 Castle Court Exposure Category: D Fort Pierce,FL 34949 Minimum Building Dimension: 60 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number IF Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 26 76 7 39.8 -52.7 2 End 57 76 7 37.7 -48.6 _..........................................._....- --._......_..........._....._..._..._.._----_._._....._._.....__......_...............................__........._....._.._._.._.._._.._._._..._..__..........----.--__......._.......................-----._..._....................--- ...._.._......._._..._..................._... 3 End 26 76 7 39.8 -52.7 4 End 67 80 7 37.2 -47.5 ........................................_._.._.._................_.......-. .........._........_............................................................................................__.........._..........................................................._..........................................__._..........................................._.................... 5 End 37 76 7 38.9 -50.9 ..........................................._....... ............_..._.......... ---..._...................................................................---........__..-.._.............. ..... ....._......._........_..............._..........................................._........................._._._ _...__............................. ____..... 6 End 37 76 7 38.9 -50.9 .. ............... ......_.. ............ .... ......... ........................................ .............. . ._ .. 7 End 74 38 7 38.9 -50.9 ............_..........................._..._....._..........__.__.......-.._._..._--......----._....._............._......_..........._. _.-..................................._._..__..........._._.........._....... _._.._..._._............._................_..............._........................................... - __.........._..... ..................... 8 End 26 26 7 40.6 -54.4 9 End 26 63 7 40.3 -53.7 -- ...._ ..... ------....__..........._._...._.------------__........_..._....----.._.............................................................. _.....--- ---.........._...._.....----..__.._._..........._..__......--- ---._._..._._._..............._.. 10 End 26 63 7 40.3 -53.7 .......................-_._..__...-----..._.__._._.......----...._.._.........._................................._._..._...._..................._....................._.._..._......_......................_......_......__.._._... -......_.............-..._......_........_..._... ._...... 11 End 74 63 7 37.5 -48.2 ......... ...... _.._._. ._........... _._ ............................. .. - ............................_................._._.__._.._. ...._.. ._...... ........... ....__._ 12 End 72 80 7 37.0 -47.1 ............._.._......_._......._.._.._......._........._..._...._._.._.._..--- --._............_......................_......_._...._._._._._......__......._.............._...._._._....-_-._.................................._....-.-._-_.._......_..._._...........-------._.._...................__.._............................_...........__.......--..------ .._._........................................._... . 13 End 19 26 7 40.6 -54.4 14 End 26 81 7 39.5 -52.2 .................................................__...._.........................__........................................................................................................................................._......._...__..._....................................._..---..._._..........................._........_................................................................................................................ .............................. 15 End 72 80 7 37.0 -47.1 ..... . . _... _ ___._.._..__._................... ....... ......... ......................................................................_..... ........... ...._.__......._. ._.__ .........._...... 16 End 19 47 7 40.6 -54.4 ............................................................. ....................... -----.._._.........._...._..._......................................... ........... .........__...............__._.............---.. ..............._.................--......._............___.......... 17 End 54 47 7 39.1 -51.4 .._.............._._..._........_.._.._...._.._........_._..-- _.__.................................._........-..----.-..-_-......__._..__._....._.._..............._................................... -----_.............--------..._........................._.............__._..._._._.............._..._......_.... 18 End 54 47 7 39.1 -51.4 19 End 19 47 7 40.6 -54.4 _............................- _._..... _ ... -..__.... ........._....__....._...----....._-........._.._........._..................-...----....__....-------- ---._................................_........._.. -................_......_..------ ........................... ...._.. 20 End 72 80 7 37.0 -47.1 21 End 111 63 7 36.5 -46.1 ........_......_.._.__._._.._.........................-....................--......................................................_............._... ............................................................................ ......._... . _ ......................_._...._ .. Ell - 22 d 74 38 7 38.9 -50.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 2010 ed. Page 1 of 1