Loading...
HomeMy WebLinkAboutWindload Documents - Tracey Jenkins - 7401 San Carlos DriveMichelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Building Information Finished Area: 1,008 SF Gross Sketched Area: 1,512 SF Exterior Data Building Type: tiC Grade: C Year Built; 1990 Effective Year: 1990 No. Units: 1 Primary Wall: Wood no Sh Secondary Wall: Roof Cover; Dim Shingle Roof Stmchue: BiP View: Frame: Story Heigh[: t Story Interior Data Bedrooms: z Full Baths: z Half Baths: 0 Primary Int Wall: Drywall Primary Floors: Carpet Avg Hgt/Floor: 0 Heat Type: FrcdHotAir Heal Fuel: ELEC Electric: MAXIMUM A/C %: ]00% Heated %: 100% Int Sprinkler %: N/A All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. Equivalence of Product Standards CertiOed ey Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Produc��qtrs,, Go to Page 2 YY Florida Licensed Professional Engineer or Architect FL16107 R14 Equly 20200812 -FBC - ASTM 1886-1996 equi�pdf Method i Option D 02/16/2021 02/16/2021 02/22/2021 04/13/2021 FL # Model, Number or Name Description 16107.21 21 WS-16 DSIE-1F471: GD25P, Double -skin Insulated EPS (exterior skin 27 9a. min.; Interior GR2SP, GD2LP, GR2LP, AR25P, AR2LP, skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) WINDCODEp ED2SP, ED2LP, 4302, HDGC, 6202, W8 Garage Door with Optional Impact -Resistant Lites MFC68, 4306, HDGR, 6206, SFR66, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 104786-Rev06. pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-62 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130214-A pdf doors with optional Impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile Impact). 16107.22 22 W6-09 DSIE-SF171: 4400, 4401, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4301, 4300, 4301, 4310, HDG, skin 27 ga. min.) Single -Car (up to 9'0" wide) W[NDCODE� HDGL, HDGF, 66, 66G, 67, 67G, 68, W6 Garage Door with Optional Impact -Resistant Lltes SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Installation instructions Approved for use in HVHZ: Yes FL16107 R14 II 101626-A-Rev22.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL36107 R14 AE CBPC 130214-A.pdf doors with optional impact -resistant glazing are Impact- Created by independent Third Party: No resistant (large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4400, 4401, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4300, 4301, 4310, HDG, HDGL, skin 27 ga. min.) Single -Car (up to 9'0" wide) W[NDCODEp HDGF 66, 66G, 67, 67G, 68, SP200, W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 101626-B-Rev22.pdf Approved for use outside HVHZ: Ves Verified By: Scot[ Hamilton FL PE 63286 Impact Resistant: No � ---- "' "^'-'`-"- "Cteated-by--Iadependent.Th_I_rd Party: No _.,...._- Design Pressure'"+38 PSF/-44 PSF Evaluation Reports �"'----.. Others boors with standard glazing meet the wind load FL16107 R14 AE CBPC 130214-A.pdf '�---. ��"�-"" .veyulrements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F163: 84A, 94, 73, Steel Pan (min. 26 ga.) Single -Car (up to 9'0" wide) 76, 1600, 190, 4RST, 4RSF, 4F, 6RST, WINDCODE® W6 Garage Door with Optional Impact -Resistant 6RSF, 48, 42, 66, 48B, 428, 665, Lites GD6S, GD6SV, GR6S, GR6SV, AR6S, ARSSV, ED65, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 101346-A-Rev19 pi[ Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130214-A. pdf doors with optional Impact -resistant glazing are Impact- Created by Independent Third Party: No esi`stant (large missile Impact), Sepkember 17, 2020 `/o Frankle Spagnuolo ABCO Garage Door Company, tnc, 670 8th Court Vero Beach, Florida 32962 Re: Mounting Clopay Sectional Garage Ooors to ix6 Jambs To Whom It May Concern: Clopay sectional garage doors are typically mounted to 2x6 wood jambs by lag screws that connect the track brackets and flag brackets to the jambs, To achieve the Intended strength, the S/16" diameter lag screw must be embedded at least 1-1/2" Into the 2x6 wood jamb. Clopay Installation drawings provide fastener schedules for attaching the 2x6 woad jambs to the supporting structural elements of the building, For mounting on thinner 1x6 jambs, the track may be placed on top of the ix6 jamb and attached to the underlying structural elements (through the jamb) using the same lag screw schedule as described on the approved Installation drawing for the attachment of the jambs to the supporting structure of the building, The S/16" lag screws must be at least 3-1/2" long, The lag screws must be embedded In wood free of knots and splits and must be at least 0,47" from any edge of the suppgrking structure. Bracket Mount Track may be used with this configuration If and only if the maximum bracket spacing does not exceed the maximum on -confer spacing for the lag screws schedule for the attachment oP the jambs to the supporting structure. If the bracket spacng exceeds that limit, Continuous Angle Mount Track may be used. Sincerely, C �, f � �_„ Digitally signed by Scott Hamilton � `r -Date: 2020.09.171222:30-04'00' Scott Hamilton, P,E, Florida P.E. #63266 Senior Protect Engineer Clopay Building Products Gompany __ This document has been digitally s(gned and is val(tl wlthouf a physical signature. Third -party verification of the PDF can atlas( that the document has not been changed since It was signed. The printed document Is Just a copy and cannot be verified, PAGE t ON 1 September 17, 2g20 %o Frankle Spagnuolo ABCO Garage Door 4575 N US #i Suite i South Vero Beach, FL 32g67 Ret Use of 2x4 Jambs In place of 2x6 Jambs To Whom It May Concern: For the Installatlan of a Ciopay Building Products Company sectional garage door, It Is acceptable to use 2x4 yellow pine jambs Instead of the 2x6 yellow pine jambs If the following conditions exist: 1. The 2x4 yellow pine jambs exhibit no sptitting or cracking after Instailatlon of the lag screws, 2, The lag screws are at least 1" from the edge of the 2x4 (note that this distance Is measured from the edge of the wood to the cehter of the fastener), 3, The jambs attachment to the underlying bulidlhg structure Is adequate for khe required loads. ',,dpllllr�yp, Sincerely, yip piT HAM/�T ���i � � � � Dlgitallysignedby5cott ,`�`,�'G'`'�c�NSF;o2•,� • •Hamilton *;� No 632a8 :. * M .._, "' f�at:e: 2020.09.1712:21:39-04'00' = b ; �` � STATE OF :,ure Scott Hamilton, P.E. Florida P.E. #63286 Senior Project Engineer Ciopay Building P_ro_ducts Cc_mpany _ _ _ _ This daaument has been digitally signed and is valid without a physlaal signature, Third -party varlffaation of the PDF can attest that the document has not been changed since if was signed. The printed document Is Jusl a copy and cannot be verified, pncElorl D ( � E � vmi � �Qdd re rr'r iz� �O:O D Ci: 2S m m;x °1^A m2yo rt p,�'y� ,,,,c'N •gyp,,,,. ,, FF.... •�� �� J ��� N � �� ����� C> J `nm�p> p�Rp�q� � �"Nn� " ��i�P�� � � g � r�_ ��� �is��g�m �""�m��� � �� v� 1 s�NviZ . aa�op��� � � N � ��q�o�K � � � � � � H G � �, 9 I � ' > � W �g�� =�o �zii� � � -rl ���..v�� s � 5�� ����� �� , � zR ma �9� ��mg� �� a N _ _ � a � f m�= m �3gg= q� ��� ��� �� �V ��� zog ��p �g�;� ��� N Ts� E m s=�� � �� zz� �� �o _ �� ��� ��g�ga s�m��m :pp� Ao��po 'gg� ���ix �=��s �I� �N� gnz�� �o � x z W i i 0 a > � _ 0 0 » � t B\ §\ k® �\ �) °i !i � £§ f #7R§ //%; m�!�-�� � J;g : ) /a C : }// ' \/\! ! (�,� #: \ ; y/� ^���� )\ \/� � ® . § _�, ! % a fq.§ \ \ `552\ # \ � \ \\ 9� \. �/ �) = z B; /_ \6,\ \ |` � —® 2 � \ a! § /3;� ® §} / \� } ®�B! 9� # »e,/ \ §\ 8 � g /- /� %°¥§a■/ §2 \ § r; m � /: 2)!,!� \ ` \ % � ° � / m ,a=. ,, _ //�� �� �� � ~ � \\� �q;� '^ �\ \ � / i��«r, � � §K 2 ����� | r \ �§ e _ �\/� ! � ) \;) 3! • � %. > _ ~ ,,n., ;;;;! . ,.! .;■§!,§ , 1.,,, �)!/§\( � ,�.,§ w �\�§.!| �§ : .(� )//)\ !`� ; ,�§,§ !;§;f ,,,§2a c � o , ■ %&a./ �l.;-,§ § &/:r iabB( §//� a» y a� � �� ©® !3- °§ §!:! !° /� \ / � \{. ,§§_ � §!�{ !§ ��. \� \ \2 \� /§ G� / / J @° )\\ / #� /, /% #)x / 9! ( %) ° ,° !§§$ t®< \\® / # 2 ) | 2� \ // \ / // \ ©: w / 2� ® � ° - /\ � � \ \ � /° J � � ^ ! i )� \ / \ § �)® � �K® 4,/! � »; _ \\ /� // ®� \ �!a`�� )}w[ /§\/ 9G /§/[ � G Gf/§ w� �� / `6� � �� © _ � � » - a � I o �� C,� N �� 8008b o$ � �$ N � R»» �� Nb gF' Hg&U� S v+ ��f�AQ �9 n o E. i i ��� _m�� �_$� ��g� � az F 6 HEICM = OOOR NEgHi—I G gg1a o om� � � FF z FN � �� 8 �� �^ 9A P � �w��x � �x� � � a � ��; � �. 6 � § I i I � � > � W ��a���ada���������q�id�^����� �i3�i�id����� ����l��id���®.. O +� N m c>