Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RIHOLM
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED IDate: `a—�S- k--� Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential ✓� PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address: i Legal Description:Qi� Property Tax ID #: �,�� — �U�� "��� "'`"� Lot No. `'�) -"- \_?� Site Plan Name: Block No. �_6 1 Project Name: _ Setbacks Front Back: Right Side: Left Side: H VAC Electric "Shutters ❑ Plumbing Sprinklers 11 Generator F]Roof Roof pitch Windows/Doors Total Sq. Ft of Construction: Cost of Construction: $ a V—) k , ) _J SFt. of First Floor: _ Utilities:cnSewer Septic Name Name: LDrX' � Address: �� ��Jn l�G C r'� �� Company: �'�' D `C City: I��'PJ�C �- State: �� Address:'? 5 QL 1,�1 Zip Code:�J��� Fax: City: { �- S_f 1 Phone No. Zip Code: �qgl o E -Mail: Phone No. L4(co- Fill in fee simple Title Holder on next page ( if different E -Mail: 1 from the Owner listed above) State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. Building Height: Fax: _ State: F�_ DESIGNER/ENGINEER: ✓ Not Applicable Name:_ Address: City: Zip: Phone FEE SIMPLE TITLE HOLDER: Name: Address: Citv: Zip: Phone:_ State: MORTGAGE COMPANY: Name: Address: City: Zip: Phone:_ ✓) lot Applicable State: Not Applicable I BONDING COMPANY: " Not Applicable Name: Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. Rev. 8/2/17 ------ Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/ icense Holder STATE OF FLORIDA OF �' STATE OF FLORIDA. COUNTY OF -S+ L, COUNTY C�� Cc .e. The for oing instr ment was acknowledged before me The for oing instrument was acknowledged before me i� D V-)�, this day of �Mb�! 20n by this day of --e- 20J_� by m'N���PrC Name of person�rnaking statement ✓✓ Name of person�naking statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public- ate of Florid, (Signature of Notary PublicN State of Florida) ��,�'Ry ptla" T s NNY < LEE Commission No. -,Fko c�alI M`� COi"'; C. I 1 ( 9 R LE -E � % TiFI-AN s' A. L Commission No. ������ � Seal)kly COiJ. TICS ON P FF11 �� f 6'OP EXi'1 l� S ��� I. LS, G Er L .v. L . ��.�� H Bonded irrll ty _, N _, Uc dedT rue REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 5713 BALSAM DR Sec/Town/Range: l 2/36S/40E Map ID: 34/12N Zoning: RS -4 Ownership Sandor Riholm III Billie Riholm 5713 Balsam Dr Fort Pierce, FL 34982 Legal Description INDIAN RIVER ESTATES -UNIT -09- BLK 81 LOTS 12 AND 13 (MAP 34/12NANDS) (OR 3358-903) Current Values Just/Market Value: $260,500 Assessed Value: $135,066 Exemptions: $50,000 Taxable Value: $85,066 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel: Download PDF Parcel ID: 3402-610-0338-000-4 Account #: 38470 Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 2,799 Gross Area (SF): 3,866 Land Size (acres): 0.5 Land Size (SF): 21,848 This information is believed to be correct at this time but it is subject to change and is not warranted. Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. http://www.paslc.org/RECard/ 12/15/2017 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" Steel Pan W8 DP46 Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104754, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 01 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instructiondrawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side hack, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-1205.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. _ The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 15-fl22S.1Q QM1•uaoE courvrr xpiration Date: February 21, 2018 t. Approval Date: May 7, 2015 dtlj3(6l?,Ol' Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104754, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 01 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 12-1205.07' 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of 16'2"x 8, 24ga steel garage door Model 94W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1023.01-12, dated 11/13/2012, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under NOA # 12-1205.07" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E.' "Submitted Yoder NOA # 12-1205.07' ori 1�01.0 Carlos M. Utrera, P.E. Product Control Examiner NOA No 15-0225.10 Expiration Date: February 21, 2018 Approval Date: May 7, 2015 E-1 0 i7 J Q W J 0 O J Q O J O C] F U S M v ri lml W Z Q U 2 a Y w N SSYY �wo � 3 Y ��So U OZ IL Olo ¢ WO W / Y , W ¢ O I L11 O= O mQ O 2 I-.:: W � W N Nim OY= ] Y U v oo<oo N � !ELI 1111111 1 12 111111111 ROOM&, Ill W m� mwoLoo W Z Q U 2 a Y w N SSYY �wo � 3 Y ��So U OZ WJQW J O Olo ¢ WO W / Y , W ¢ O OJo. N O O= O mQ O 2 I-.:: 0 wU { 1 10-90 NOW N z a W Z~~`� "OW + 2 UFw � D W W O � W = Q. L� , Na0 U F=-KQ W dN 0000 U pw Z 1111111111 � �oocv W O o ws M N 2 *1 {1as6jp� "jam( W VVY < 1- Q�z3 �mw 0 a. o �mza z z �z IPA W m� W YOS �N < 2 Y:2. ��So 0 30 a YO WJQW J O Z ¢ p.Y QwZO m0 Q, Z Q y ZOw 1 Q O I-.:: W � W N Nim OY= ] Y U v oo<oo N � JZ� ON1.- m1VON w � � �w b �Zy � w tal �zwzQ0 vw>Owo 0 m z a NO 0 p W � w Z Wc: -0 zo 0 wU { 1 10-90 NOW N z a W Z~~`� "OW + 2 UFw � D W W O � W = Q. L� , Na0 U F=-KQ W dN 0000 U pw Z 1111111111 � �oocv W O o ws M N 2 *1 {1as6jp� "jam( W VVY < 1- Q�z3 �mw 0 a. o �mza z z �z IPA Lc iN xvw U C gill %0 * frill � ''�Ir ap W ] N � w � � �w b �Zy � w tal in op o .-•� ••Q:2 •Q Z 11111111111 y�y 0: 111 o •U o ¢ �= iii i LIN � � %gyp K Q a o Lc iN xvw U C C M %0 * frill � ''�Ir ap W ] N � w � � �w b �Zy � w tal in op o .-•� ••Q:2 •Q Z y�y 0: o •U o ¢ �= Z Jz � � %gyp K Q a o C M U M Q W J =Um Q w WU Z N > 2 N J 0 L o z wr a z o� W a n O SII O\ W\ wN a N < z O z N 0 �n^mN JO z3W w w KW~d NFA �= y,l K <m<W� F x3D_c: ��F<, w<� oFN 3 ¢a / vOi N > 10j\OQ 30 Q�w 4. 3 m\ Y QUN YC UW=In ONZ3 iv w, O�Gwaa 2i -0 in,�m w� > _ o o W U�¢y mF Qw�M� FVCVi NN Z m�o^ m W W O ZO N Y YUdm OF3 OOZ ZO V¢JcQw X �,2z z Q Q0 W Z U w Z> O Y N~ V 5 O N W ti I QN Q p O Q C co _ \ �■r m W O O w N J.� ¢ r1d c Z v Z in in L O o I W U3 wU)!< 4� N > - r O o Q +L� 0000�'- 5� o ^ N W z Y o�ppa ZU ZZ_J�w'��CQQIa°w(nZJ� aOUz FCmN o U Z, 9000 0000 W 0 Z 0 it ocW� Z. uO rn i V Q - 6 1 N C z O~ m LL~ V 0 N O O �FNZQ Z C\ W drnJa�woW � C p 1 V •wVKNJ COs Z N NMNOa}< I— 1 I O Q a W O O a a Z p 5= W O C V O O z � z w_ of z > U K m 0p NN OS �p '.pp W Q O Y QmJL N w N aFa' a wo i m JUQ moop mo [r C; > o :iJo wo a I—C;OlE3o O c w In m �= m a a a<vo zz ~o •.rii3m�_�',z z_ vi m 0 �F`"_o oaacmim w w3 ao Nowa zwmaw �a a W J� Nrn F- w p J i �J(2?t��- Z SU 2w2FF Y\ Z Wr O u g2 aO2Na OOOF�w QZ�w¢ 7 1 00 0 z w %U W �E UN S�OwO mVZ�U 307mW _ 2 U = Z mz dl 0 Q� � V�p3Z0 Z r N :tea = z4 O U <ONp �3¢Y'-� U w K F Q uo w �W'Oo -.2. -U Q ~z 5"ow.-p h,� F Wop �oW mmmoy oF3zma za razmo_mo zo �O p¢pmmwp z oa o 0 0 O O wNo w o -8-6-0, Om - r, O O O d a F -n 0 3N srv1¢mr Uo p 'o OR .x LLw w pFz o p �oovim4 o z N �mo� w 0w oomNU '-' z mow2- ¢ :zap N pvp Q to m3 z 6ww p= Z mw � mono 0OYmF3 zx x ww O Y V'aFK Q� 'n0 E2 LC• _ m z a Kwz 3W �wZgW ~3�mw j3 ` z�1�n 1 7 8.34 m OLL fn Zm ywpm �0 LL.m mOr ODU K FZ;'F FQ 6 �oN ri.i C7_m s�w:p.. Uw z� z F 2 z ZwoN� Z wm �oaw ao Vzo��icoi =�', `� om'', a� o ."q wyUO �K mtAwO 06-60i V''i0 ZZIrr U Ow4 �N V QI O 0]po ¢O 2 ~w aUI,,�On w O 4'. <�OWW,of>��� om �ovw�o Jaz3z z w¢ o�W moNo �h �w�Z¢VpOKoV'i�ao��-Oiyao UNooYO �!R ww�,w3w maQ al-�O.w�wo� O ��¢om � zW,, z.z� o 3: �n�za�3 m�i3¢�mo �n.. OF w0 ._�_ " �tiz. C7z aza mG ZE�Q -10Qoao • U jja in va"m x_ �OmZ 4.5 'I,I F— p�j m' w o a a J% W mil ti m N � tOi.O 0!c OT FNOzz z NO K Nir w QNB G� © 0• '� O iz z z �j �� mQopp 2w co w m:Q Z iw o3a T u4 ~�a� �r.O o w a a o waoz i�-.Jz mQ:�GJ`� w�c� s of = Ram , OS •.• �� � x ¢ g o 0 O 0 I V Y00 - ao�oio io- X W K S m Qm SW W 2 O rZ ry�wo ¢ xn x N �w 3� �3 Hz' �a w � ywwN Fzv> O i-il w w o r ¢ twil ZVa � w�a N Sa 7 1 -o 2N - N � JQ W Z o z oww z m Q ¢N JV E o Jw "� UNC (¢.7 mo O w tt �zw NN Z �Nr jF J(� OU0 ndLL 0Z J �w o a 0 1 v al, Mom ¢ Z O Q QY F Z: xao Y00 - ao�oio io- Z O Z - Jz W K S m Qm ry�wo ¢ xn x N 0 O -> nNo m w < Nn xm Ut 0i 0m oiOcwoio IOU IIIIIIIIIII'.1111111 Fzv> •x \xW " ZVa � w�a N Sa 7 1 N (Jil �yS. NOW J vtx-.WON 2 Lq O ~ x'�Fn N Off~ N2 w 3 ma�mw oY O z U OJ aMln3o N��n esti z -oma SQL J� w C COJO o - N I_• w - Q N 2W s mN>U Z UN -> C W Z 0 1 v al, Mom ¢ Z O Q C � J 3 Y00 - ao�oio io- -oio- (� so'^ ism a- o roa' -> nNo m O 0i 0m oiOcwoio IOU IIIIIIIIIII'.1111111 0(oli0 mono p' bw 0- �O� ':'OW ml�l�epm OI O:00��N MMP?V1 uim OmZ o0 x rU<- J \2 .OS FOO O x N¢ O N O �O O �Oz N Off~ N2 <Nw N O J C j N is O JtJ oo3z U OJ aMln3o O w C i• l K � N I_• w - Q N v}i b ' O Q � V Z '-gam z z' p�xN 3 r w <w3s Z o \ m z 6 .. ao8 z U�- CL N <WW�o ZQN Z �.... a 2 xaY�flU Z O 0= a W I Q .,: O ~O rQ W N r W U CZ 3 Z NF \ K O X 6 ry Fm¢U w¢ Z ¢ ,'d � Sz o O zp " ON O 0o z s Q F Q V I O O'� N 6 N r KM U Z F N 0� 0V 030 Vai Z I 0000 ' m y J <w0 O- Fp0 1M -'Q C \ c>3No o o W 0 I W 01 Z K Z z p d 6 N O 0000';- n f\x- � >J'o PNQ O U N ZI... ..:.:.. �1H`JI3H < Q ¢ ?J000 = 1H013H ONIN3d� O O Z'.NWJ w O = Q+ m < J O � O F- Q m N I 00 V d Y <c c OJ p ] O 0 1 v al, Mom ¢ Z O Q C � J 3 J 0 W O O O F W Z m m n M W '10 > (� o w wr=U J -> nNo m O w O- p' bw O Q O NO Cm Z O Q2 OmZ o0 x rU<- J \2 N - F O Q FOO O x N¢ O N O �O O �Oz W 0.,O\QO <Nw N O J C j N is U �w JtJ oo3z U OJ aMln3o F zN;cow oov<> i• l K � N I_• w - v}i b ' O Q � V Z Z N 3 Z o \ m z 6 .. ao8 z 0 w�0� m o �xn CL N J z O x Z O 0= a W I Q .,: O} m. .. Fm¢U w¢ Z ¢ ,'d w$ a m o O zp " ON O OzZ v�iwN O N li�o'U : C VW m¢'N "v icon`Oio O: KM U Y 0000 ' m o o U o C Z.O O I I Otal:-n'I c>3No o o w Z K Z z p d 6 N O 0000';- n f\x- � >J'o PNQ O U N Ipwi- < Q ¢ uZ It It I it II n� O O Z'.NWJ w co�P vie � O F- 2 p p3 w� ooao F FOpN a (� Fm xmce gi p, z -> nNo m O w O- � Y00 bw O NO Cm Z O Q2 OmZ o0 x rU<- J \2 N - F O Q FOO O x N¢ O N O �O O �Oz W 0.,O\QO <Nw N O J C j N is U �w JtJ oo3z U OJ aMln3o F zN;cow oov<> i• l K � N I_• w - v}i b ' O Q � V Z Z \a .00 om5ga O U00 N O NCO r I O m FOO O x N¢ O N FK ¢ m0 N O J C j N N Z W U - xN3 J z O VUU F zN;cow oov<> z Z'Z N Z ' O Q � V 3 Z o \ m z 6 .. ao8 z Q Y Y U e Q F\ N J z O x F Ur O C ZO Q Z. Fm¢U w¢ Z ¢ 0Z Z w 9 0 UJ O�� zp " ON O YJ m¢'N "v icon`Oio O: WOz o �^ Y 0000 O C o 3 C �Ui u'. LQ V i0 C Z.O O I I Otal:-n'I wz � ZU Z V Z K Z z p d 6 N O n f\x- � >J'o 1HO13H d000 = _-1013H ONIN3d0 Q W W wim z 3z. Z W � Z Q u� ME GARAGE DOOR DESIGN PRESSURES 'FABLE 1649.3.1 WIND SPEED CONVERSIONS"',"---, V., 100 110 120 130 1 140 1 150 V 160 170 1 180 190 1 200 V,„t ?8 85 93 101 1 108 1 116 l24 132 1 139 149 155 For S3: I mile per hour = 0.44 m/s. a. Linear interpolation is permitted. b. V.,= nominal design wind speed applicable to methods specified in Exceptions l throug l5 of Section 1649.1.3. c, V„t = Ultimate design wind speeds date mined frow Figures 16o9A, 1609B, or 16090. TABLE 1609.7(1) NOMINAL (ASD), GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)'-"%4' ULTIMATE DESIGN WIND SPEED (V„) DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST) Wkith Helaht loo MPH 110UPH 120 MPH 130 MPH 14O MFU 1WMPH i60 AAPH 170 TilPH 180MM 1911 NPH nomm Root Angle 0--10 degrees 8 8 8.7-9.8 105-11.9 12,5-14.2 11.7-16.6 17.1-19.3 19.6-23.2 22.3-7S.2 25.1.-28S 28.2-31.9 31.4-355 34.8-39.4 10 10 8A-9.4 102-11.4 12.1-13.6 14.2-160 16.5-18.5 189-21.2 21.5-24.2 24.3-27.3 273-30.6 30.4-34.1 33.7-372 14 14 8.0-89 9.7-10.8 115-12.8 13.5-150 15.7-11.4 18.0-20.0 20.5-22.8 23.1-25.7 25.9-28.8 28.9-32.1 320-35.6 Roof Aros > 10 dogtese 9 7 9.6-I0.9 114-IZ9 13.7-15.1 16.1-18.2 W-209 21.3-24.1 24:3-27.5 27.6-31.2 30.6-34.6 34.2-38.6 38A-43.0 16 7 9.2-I0.3 10.9-12.2 13.1-14.6 11 15.5-171 17.719.7 211.4-2271 ^23.326.0 )26.4-29.4 29.3-326 32.7-•355 36A-40.6 78 MPH 85 MFH 93 MPH 101 MPH 108 WR 116 MPH 124 MPH 132 N11rlj 139 MPH 147 MPH 155 MPH ForSh I foot =304.8 ran% 1 mile per hour =1.609 km47,1 psf= 47.88 Nho' Nominal Asn wind Speed (vanD converted fmm Ultimate Design Wind speed per Section 16093.1 1. Par effective areas or wind speeds between time given above the load may be interpolated, otherwise use the load associated with ft lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2) V-A 3. Pins and minus signs signify pressures acting toward and away from the building surfaces. 4. Negative pressures assume door bas 2 feet of'wW6 in building's end zone. S. Table values Include ;hc 0.6load reduction factor. . 7 - TABLE TABLE 1648,7(0 At1Jt1$'MENT FAIR FOR BUILDING HEIGHT AND EXPOSURE, (k) MEAN ROOF HEiGW (feet) UPO&URE 15 1.110 121 . 3 1.47 20" 1.00 1.29 35 25 1.00 1.35 1.61 30 1.00 1:40 1.65 35 1.05 1.45 130 40 1.09 1.49 i 1.74 45 1.12 1.53. > 1.78 50 1,16 1.56 1.81 55 1.39 1.59 1.84 60 1.22 1.62 1.87 A612.4.7 Garagedoor labeling. Garage doors shall be labeled with a permanent Iaibet provided by the garage door manufactw er.. The, label shall identify the garage door manufacturer, the garage door model/series number, the positive and negative design pressure rating, indicate impact. rated if applicable, the installation instruction drawing reference number, the Florida Product Approval or Miami -Dade Pmduct Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist form on the label. if a checklist fonnat is used on the label, the door installer or the garage door manufactnzer shall mark the selected components on the checklist that are required to assemble an approved garage door systw& The installation instructions shall be provided and available on the job site. FLORIDA BUILDING CODE BUILDING, sth EDITION (2414)