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WS-12-1785Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180794 Permit Number: WS -9 -12 -1785 Scheduled Inspection Date: October 29, 2012 Inspector: Bruhn, Norman Owner: MURRAY, ALAN Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Project <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Contractor: ALL GRAND GARAGE & ROLLING DOOR SERVICES OF SO I Phone Number (786)306 -7654 Parcel Number 1122310140160 Phone: 305 -819 -5855 Building Department Comments REPALCE GARAGE DOOR Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 179060. Missing screws in �C'�✓�L trusses at end stiles. NB Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 26, 2012 For Inspections please call: (305)762 -4949 Page 24 of 27 0 Miami Shores Village RECEIVED -� Building Department SEP 2 a 2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ^,,s• Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ICI10�1�- BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: $� / O �p FBC 20 LO Zip: Permit No. f , 1 Master Permit No. W S a2 —115 ROOFING City: Miami Shores County: 11- 22.;f— O1L4-0l (0O Folio/Parcel #: Miami Dade 33/37 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): A'/2V1 ,' -1 Phone #: 7f6 ©2 76.g9 Address: S7S've" /6c st City: 4 / S✓iCifeS state: La g3/ 3 7 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 14 k to \ Address: !c i tool-S-7 City: Ake State: hone #: C� C Zip: '3%0[1=3 Qualifier Name: Phone #: /� State Certification or Registration #: Certificate of Competency #: OS `0 0 Contact Phone #: ' C� Email Address: DESIGNER: Architect/Engineer: k4 i — Value of Work for this Permit: $ ---2.e7D Square/Linear Footage of Work: ki)___ � Type of Work: ❑Addition ❑Alteration ❑New a! Repair /Replace- 0-1.° ❑Demolition Description of Work:, " Ii 1 I ` *) kOCIOCVAN IZOODQ--- Q Phone#: Color thru tile: * ******+ x*** *+ x******* **************** ***Feeees* �r�n�x�n�xa��x�x +x** **�x�x **** ** ** u+r****a��x�+x� *�r�na�** *** Submittal Fee $ Permit Fee $ / /t/ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 131 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) rI Mortgage Lender's Address /1 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec ion which occurs seven (7) days after the building permit is issued. In the abs e of such posted notice, the inspection will not 4e approved a d a reinspection fee will be charged. Sigttatime \ ('l wner or Agent The fo - o . in A me t was ac owledged befor me this day of of ho is ers nallylkno to me or who has produced � Ul/ �w}io 's ,A's identification and who did take an oath. Signature The fo Con _ _ tor om; ms en s acknowledged b fo e me s� 0L by kehi 1� ' NOTA ' Y PUBLIC: Sign: Print: My Commission Expire APPROVED BY Sign: Print: My Co 4 to me or who has produced 1 i entification and who did take an oath. PUBLIC:. �'PUg,,i� ttotaY Comm. ExPltes EE128g10 r' ► ; Y Commission %a tonal Notary Assn WOO Bonded *** *** ** * * * * * ** * * * ** * * * * * ** * * * * *** 422x, Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) *** ** * ** * * *** * * * * * * * *** ** Zoning Clerk COUNTY L4JSI2- 0:5 By DAIS DEPARTMENT OF PESIVIIIIING, ENVIRONMENT, AND REGU1 AFFAIRS (PERA) - •1 ;CE WI rH ALL FEDERAL (7 BOARD AND CODE ADMINISTRATION DIVISION ; ? c; U LA no T NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY o °J %O ► CONTROL SECTION 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 315 -2590 F (786) 3152599 www.miamidade.aov /sera/ Amarr Garage Doors 165 Carriage Court Winston Salem, NC 27105 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 Dad County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ' Control Section This NOA shall not be valid after the expiration date stated below Thd�Mt � CouniX�� � Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coun esre erve the right to have this product or material tested for quality assurance purposes. If this product or material fails to form ,In the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediatelytov „modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the rigi t' to rob' ke tance, if it is determined by Miami-Dade County Product Control Section that this product or material tai 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: Model 950 Heritage & 655 Oak Summit 1000; 2000 Steel Sectional Garage Door up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. IRC- 9516- 169 -26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets ]through 3 of 3, dated 03/14/2003, with revision B dated 10/18/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, 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, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing 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'.ryAde track, 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 noumfacture of the product or process. Misuse ofthis 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 # 09- 0604.05 and consists of this page 1 an evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. (vT!l •;_Ti�.T1.rr APPROVED' NOA No 12- 0228.14 Expiration Date: September 4, 2013 Approval Date: May 3, 2,012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 9516 - 169..26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", shuts 1 through 3 of 3, dated 03/14/2003, with revision B dated 10/18/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjeted to Corrosive Environments per ASTM D1654 & ASTM BI 17, prepared by Architectural Testing, Inc., Test Report # A742001- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Suhmnited under NOA # 12- 0228.99" "Submitted wider NOA #_08-0718.03" 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 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 031101 -03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 03- 0502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM-297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shehnerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. ehnerdine, P.E. E -1 2012' arias M. Utrera, P.E. Product Control Examiner NOA No 12- 0228.14 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 T IS 9A � FIX REHM 13 gym DRAGS? 3/4' H011411 V4'M B' 10 BALL ROLLER STEEL WV STIR 71.41. MP FIXTURES B541.53AID.E S IN P &L V - A TYP ATTACHED W AD 1/4' i 1/8' SILT 4 NUT PER BRACKET U E/R' DMAW B g V/Tx 314. EAST 00001000 STILE T�V4' rE3/4ng1ED 1876 READ SCREWS 8' 7' I8 GA END CAP H9003 TOP 001 00M1 FUMED 4 GA. 1CH EXTERNS A E/SA18D P FRESH LEMTE D WOE HOLM OMAS 0.E(SM 114 T0P SECT= [MY KASS T8� FT=gLp�w arvazAta ATTACKED W /fD 1/4' x BELT 0.181 NUTS ,gyp GOAL PLAO BRACKET ATTACHED 10 WV �pp61� 8/18yy��01��A/. x t-II/B' LAO EOLTS A101 TO MR A�Ctirj 4'-80 x 8/8 TRACK SPLICE RAMATiaret LOCATION IAO 0 18 DIM :31 8/19' 0 . 81-0/B' AT dNIBTTABRACKEID JAMS *TRUSS PER SFOTI01 18'-2 MAX INSIDE ELEVATION H.T.S. • 14 GA �D@ IRASAFC FliDR 10 11/4q 3/' 00. Y 0000 0708 g 314• IIIµ 8Y- W81%LLER) T L' BnffR001 0) SO GO. STILES �R T10i1'IaI 1 4„Tram. , i TO �9G, rI 1'J SF8 RAxLEBPASE 8 IR GA. B*0.11. 8�11EW'./ JAW ATTACHED ®1020 801.Y A 127 RABLE 3l ON PAS B MAO CONFRIVRADEN FOR Sr UP 70 14' TALL DOORS Rd ...v. STEEL S EEI68. R-T R-1. HEAD / to AT x 0Upro 6G1L�dgpp ATrE 0.000100 L2112.0 L'01T.W/ 10'67004 SEAL .A 74 LARGE MISSLE yon` IMPACT RESISTANT OAO• x 18/0' LAG 4WD MACHO 3' W Ip 4-p IMAM 0 x 13 W. m' 201E 710 �at81 quT PER R- SW0t6T � 1 0R BETTER) TRACK MOUNTING DETAIL N.T.& 037 V4' x 3/4' Ana AND TIP �WACO KM NOTCH T' IS 1/4'x AT7iRIPED Ar NU. BESTROIDFRANDS DIE In A ATANDINEOFFERANS.6514RORCED C4-11-01101 0 IPOOFDTJRCE80 ID/0/II ON DEMON LOADS +45.8 PET —48.3 P8F LARGE SIMILE IMPACT RESISTANCE 1 5 0 13 0 0 00 1 0 13 8 10 0 4 0. 03 0 , IT NA. 87173 WW )WDEL 000 0020WA0b (24 OA) 1000, 2000 MODEL 000 OAS SUMHOT 84 0A) 1000 2000 SHO1Pl', . 8LDSS. 0A6 Mai PAN= 072 MR 0A BIT: MAO ORODD RWEFR B a R D 9 D Bt AA! BAT a p y w ax�l 111C-9518-169-26 t» T O O L 8}0 PE IC Say SW , IF 3 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION A B C D E G H TOP T R�„� y pp...n • � A t... s , ,i ,�I�. � f . ?.�.� iR`;R:e .;r;3n- F�9`ti;"1 �� ".m `,, '7+d� �I �,,�....v3tni. LS' Ii �,ESS1 . s: b+�i {✓ � N�1� s .itVil g�tlg.E i �,.A'"i^ii�E., y;r77��1:8 1F � §dp,, � ) i!1 P H D y {0. t,}' A y l� I(�1$?1� f, S i eta :�� �� !' I k.�r, �' kJ�. ;t.&rsl 94, a � a +aA:.a..._ IFaw _xk t,u,. ]':.:�! .,.. 76 1/2" 7' 8' r.i �a7 111 4 1/2" 4 1/2" 171/2" 381/2" 591/2" A r (R l °� 1 Ir° tf:21 ! R_____.____ _il_, •..xmIILN 881/2° 17 1/2" 9' 10' 11' 4 1/2" 141/2" 351/2" 321/2" 53 1/2" 71 1/i el.C� kjrtu`,� 1001 50 1/2" t;. 0 4t 1 1 tl i a,lji1i4 i lit 61b. �s id v'. LIIY3ifI Illi 591/2' E749�1 :,� "d �����u,a����!.iyy���,� ..,�a.+".,: Y:Aiii.a x:!«,.41 41/2" 12' 4 1/2" 171/2" 13' 4 1/2" 171/2" 381/2" 381/2" 591/2" t � pp� 80 1/2" �dw 101 1/2" r f. iFi 119 1/2° a;.EKEjrN, <Rvzrxv;la"I.N",EL1 77 1/2" 951/2" 1131/2" 131 1/2" 1241/2" 1361/2' ri`di. V I I 1481/2" �T�i 1Y F `j �4 27(r 11 G l Ike %���%� N Y1711f1 114 , <<<, °,f.' viii ilak` a.:allthJr ina akn villa ^`+'i1dt nifigsgb. 14' 4 1/2" 171/2" 38 1/2" 59 1/2" 801/2" 101 1/2" 1221/2" 143 1/2" 1601/2" TABLE 3 DOOR HEIGHT A B C TRACK ATTACHMENT F G H I J M SPLICE S �MUMf sir ES %'FY+ r 1 iT I ° I @' a tr ' 'r ml I E vZ E 1 ` + '�iy dE. t W '�:,-'' �.>���, ��� +4r�� l � Il ��..k �w� `�>?�:�,�.���, .��,!i. + »,���+1� ��4mI ������l�ri� ��il. �x; �'li:,+ � .a1��1,�� I!�.: a�:t:�,, : ,' �,..�'>�� � 46" ° 66" - -- ---- InW ta g ll i itI l in L 1 IZ fv ',' N M c^i1t L4E411 l 38" gal or 68" iiiiiiMMIs'MINNEMMUM :Iris" 7 ..I i1 'r 5 71� ,y f v1Y 1 B'Y 1 h .s I it F7 T i ' I �.u�k,ra iln =I f {.11 °i4 VIII @71 %lu'II�A'� i i iS. -t r li,s I!,i I Mil I I 3 -'! .�1 �.dl,I.i,la;: 11! s,ti: �! il,�:a,.1. �1...:+ � �nl'sa 1 P ',+''S61�1 � f e rcn11 f1+ .f �i a�i 31f � 5'i I� ttci! °! D& I 1E51E511 46" 68" IlinkiAGAMINIMMINIMM laiti "YS + X 1 I t r�s a f I'j 1 / 1't �N' r 11 v q I Ili 1'11f ESN + + �' t4 I 15 . 1 �Ii l�Jll�l����,�b d�m;.�,.Jlr: ?g,I� { ' ls.li��h�t d# a��' IIY. �a!whe:.dIk7:.ti.,n;L,k:�e {�~�d' u�n�D �, ON 112" 7' 78" 8' 100" 10' 1!. rr e ^+ 'c.p r:.R. :-( 1."7"5,.'1 r ial rag ip"(igf.7p.' t.l rrd. i : nine, "'��i 11r 1 t*,i.1 ,/ilig killwl.L,.t.A ,'�'i9r?1zh.,'c Y1,_�i� "z :r! r1...if�1EY.. sLA,Y. b ..1(f;�iRSJ.ISI!Tr, aakni ; .,_ 1 li x� , ��Irl� 1 Ir � ©�® 38" 48" 58" 68" KilLil 1 111111111111011.1111111 ,5!r LA 14" L 38" 46" ® er p® 100" +' ��� 124" "1f r:, SI "i" 1 1 t' t: k`1 r/ 1 r f YP tl;�i•,, uv �*; n :i` II1' l o tI ROM ,l n5;!i/ rT a`! : ��( �sS las��3,m1�,�.�3'�l��t��'.�?�s�� i�'...6.. ��ir-+ i�,.; R�:,, ��t3l llll�h. ���I:" I. �fr�i�I���: Fa. l,�����:.,.r•:� Vr UMW! [ 46" 88" 68" 78" 88" kI i t�y1'lRr ll !^�! 4ll (�512'i 1-i EP fYi. [4J-' k $ 7 4�Y'air� ?A1�rt�El li(!�!'i7Ir +Y 3I�11 K3 ryld ?G?1�tl 'Y�`Z 2v�m.��"n.�tkd��scaw,l �`'+�sm,.'...�.�.r�a,.i �..,.i�; n�iuFa }:.a.,'.Ils... + „_ua t.'.1.���r161 a;ii .� �;.:kad:.�t.�,:, s.z �l�h. rGr'1 L� �ai :E.a.... ,a,d,� ® 14” LA 38" 48" 56" 88" 78" [131100" 114" 122' IMAM NH?E u3Yvonop: aIon go- Bi Y 66" 88" 78" 88" 100" 114" 122" 134" 148" 160" 11' 12' 13' 14' 3 14° 27" 38" 46° 138" 148" ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED NTH SW NO.2 OR BETTER ONLY INTERIOR OF GARAGE —+ MAX. WIDTH 18'0" +— DESIGN LOADS +386.4 L89/PT -394.4 L3S/FT TABLE 2 1!!il•l MITI SEE NOTE 2 .: SPECIFICATIONS AND NOTED 1. ALL THE LOAD FROM THE D002 I9 TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO 741E VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE 0008. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +388.4 1.11S/FT & —394.4 L8S/FT 3. DOOR AND HARDWARE RILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET EDRTH BY DANA. ROLLED FORMED. W/ BAKED ON POLLYYEST2R8) ABPL EXTERIOR SON PTO 7'O" � OF (4) SECTIONS AS SHOWN. U ( SECTION 8. 00029 OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL 8E DESIGNED BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON 0119 DRAWING IN ADDITION TO OTHER LOAOtNOS. B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF AU. COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SAS SHALL BE CUT FROM EACH 001. AND TENSILE TESTED ACCORDING TO ASTM 1-8 BY A DADE COUNTY APPROVED LAS SELECTED AND PAO BY THE MANUFACTURER. EVERY 3 MONTHS, 4 INES A PEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF 114E TE8T REPORTS W114 CONFIRMATION THAT THE SPECIMENS WERE PRODUCTION AACIU• CE ANDCA NOTE 8 ATEMENTFROM THE MANUFACTURER THAT ONLY COILS VAT( YIELD STRENGTH OF DADE COUNTOYR UNDER THIS 1401101 OF ACCEPTANCE. R PANELS FOR Al- SECTION I-EIGHTS Btm $2 #3 #4 85 #8 #7 #8 )11 °. 1pffsp '�°� f:S+.,G EF),1.E! 5 N9i:Iy'15v' .i HE NN v;y?j t, +i rE Aa i..l 'Itll�ltig,tik�,f Wf�'f. �„R' -k {'f ..++yy p �®7 ®®Li jLi 18" EA I4;�;i'I�I .t!t11J111117>rNi �r))itnJwl..i4? iIrljytJ'i.�E+l a�r'IirsV SARI Y]A.,1 L. IiIR.�J�Ril,. !u „!i: �; +�fJl� .r.:1C.i:�um *, sl ,. s'�, is , 1r: Kam.,_ .�,�N� 11'6” QMEL�IF® a;i�u paI 1 hF:: ry l ea [ li �X1'pp l l ,_ iii111 15 ICd7 dill fiyda't c) „r �Q,+ �.,�,.s�1.!S+.k..� � �f,�.. ....��I, s_.d. e.. +, f.J : . c.. ,, 1a.._s1111 I'EMEA Elea Eii® + 1 I� �, s �. V.6i ✓nuli i sal! �+: �� I� �., � j��i Zwy � I as Iwi�!�w!lIII -+., r,.�%, � ) i, ®Q 18” ®L® I : ' 1a'l( :.'i 11 EME ''16, �Il� ;:`,;1 Lill [Ufa! Y� . i 3 � ' €.- rj r n Sr r i ni t r € �,lr„ f j 1 S its.: �,��,d�n.Y.1 A,L,xi � II �s�'I �: ?�. � � �R EU ®®m • 111011/ ' IKIrI "� IN 15211EEAlL �.. �,ex�w �I II i 6'6' ®m151® 1 6" 8'6" T6" V 0210100117018 UK W A psmEnsEF9'.MFafaioRD OD 0-1148 SR 8 84I8101107 o WW1 @C DESIGN - 8S PaF LARGE MIS0.E �T RESISTANCE 1 t� • �000 %0 . N k,... eo• ∎41).0 ,., 3s- ,yp4,e A No 004857' S bel.�,, $ �.. 84 .T OF J . d'b&«%.9 $ p0 N e i1 N i7' 1!H CA (MT WDUT AL5 . us. HAFT INV Mo818. sio BORTCAGB (84 GA) 1000. 2800 mom 880 OAR sums (es 24) 1000, 8000 98OST, LORD. FIRM AND OAR 80100010 PAN=S 8$ 8 BIBS W 'BJ BaL Ol/G(Ai - I ROO ME IRC -9516 - 169 -28 Mom AB we *NA 0108 t 3 L 01110 121 PE I1R Kt mesa 810 1 0 3 WOOD JAMB ATTACHMENT TO STRUCTURE /i .• 000 1 Ire• EMBEDMENT) HILTI SLEEVE Alt �AM9iDR � X 9-3/4' STARTING B�ENES THHEN 1E.• C1 1 /4. EMBEDMENT) ITV/RAMSET REDHEAD CTRU -BSLT) 3/8'".9 4' STARTING B' VRDM ENDS THEN BB' DC. � 1/8' EMBEDMENT) Ia9, 4 "' • �. 8 .r. �..� USE PAIRS IIF FASTENERS a' AP AT D' 0. C1 l/8' EMBEDMENT) F SS�TTENERR�SpTV A4ART)) A�7 ' fD C1SVC EMBEp CBI• FRIAf ENDS, gUSE PAIRS DF W1L 1 SLEEVE =3/W�4�STAk7IMG 8• F'�3N �'�r� 'IFMN 94` D.C. C1 I /4' EMBEDMENT) CDR. USE FASTENERS FDR HOLLOW C-90 1201079 R4.AOS AND MILTS CAN HE CDISNTERSUNI( TD PROVIDE A FLUSH M UNTING SURFACE IPREPARAT1GN 07 VOW JAMS BY OTHERS PP9u. art OT IL+TSGB DAR 37 A MMDCW21B0 IDS®4193108S 034)43 211 B TORODO t11ft AI MO TO ' DEMON LOADS +46.8 P8? -49.3 P8F LARDS NISOLE WPAOT RESISTANCE OA COMM COW NA 97J13 W91411AR801. MOD&L BB® MTA0S 1311111091134. 01) 1000, 8800 MOM S 0$$ LLOOH0 8LV8BI, ANN AK 1M, PANS 9211 ODD Od BEE CONS 0110112 t O B f BT ON 999 RC -9516 - 189 -26 MOM BMUS L BIBMOD P812 93. LDOS1 NEI 3 9' 3 DESIGN PRESSURES (PSF) OPENING SIZE MEAN ROOF HEIGHT 15' -0" 16' -0" 17' -0" 18' -0" 19" 20' -0" 21' -0" 22' -0" 23' -0" 24' -0" 25' -0" 8' x 6' 8' x 7' 8' x 8' 8' x 10' 8' x 12' 8' x 16' 9' x 6' +36.0 -45.5 +35.6 -44.7 +35.2 -44.0 +34.6 -42.8 +34.2 -41.9 +33.4' -40.4 +35.7 -44.8 +36,5 -461 +56.1 -45 3, +_5Z. -446- -43.4 +34.6 -42 -A *38.9 -40 +36:1 -455 +36.9 467 •36,5 5,9 +3612 -451 .*35.6 43.9. +35.1 f343.0' +37.4 7471 -46.4 +3616 X151 - 47.8;; -38.2 aaa +37.4 F6.9 7$ +37.0 -462 7.4 6.7 +36.6 -46.0 +36.0 -44.5 +35.5 3.5 542, 436,4 #35:9 *35,1, +363 45.5 +36.3 435.5 +37.1 -46.6 +37.5' -47.1 +37.9 -47.6 +38.6 ,t3$2 X7.9 +37.8 -47.2 +37,2 -45.9 +36.7 .44.9 -135.9 +38.3 -48.1 +39.0 49.3 +38.6 -48.4 +38.2 47.7 +37.5 -46.4 +37.0 415A 3.36;2' -43.7 +38.7 -48.6 +39.4 49.7 +38.9. -48.9 +38.5 -48.1 +37.9 -46.8 +37.4 -45.8 +36.6 -44.2 +39.0 -49.1 +39.7 -50.2 +39.3 -49.3 +38.9 -48.5 +38.2 -47.3 +37.7 -46.2 +36.9 -44.6 +39.4 -49.5 +40.1 -50.6 +39.6 -49.7 +39.2 -49.0 +38.6 -47.7 +38.0 -46.6 +37.2 -44.9 +39.7 -49.9 9'x7' +35.3 -44.0 +35.7 -44.6 +36.2 -45/ +36.6 -45.8 +37.1 -46.3 +37.5 -46.8 +37.8 -47.3 +38.2 -47.7 +38.6 -48.2 +38.9 -48.6 +39.3 49.0 9' x 8' +34.9 -43.4 +35.4 -43.9 +35.8 -44.5 +36.3 -45.0 +36.7 -45.6 +37.1 -46.1 +37.5 -46.5 +37.8 -47.0 +38.2 -47.4 +38.5 -47.9 +38.9 -48.3 9'x10' +34.3 -42.2 +34.8 -42.8 +35.2 -43.3 +35.7 -43.8 +36.1 -44.3 +36.5 -44.8 +36.9 -45.3 +37.2 -45.7 +37.6 -46.2 +37.9 -46.6 +382 -47.0 9' x 12' +33.9 -41.2 +34.3 -41.8 +34.8 -42.3 +35.2 -42.9 +35.6 -43.3 +36.0 -43.8 +36.3 -44.3 +36.7 -44.7 +37.0 -45.1 +37.4 45.5 +37.7 -45.9 9' x 16' +33.1 -39.7 +33.6 -40.3 +34.0 -40.8 +34.4 -41.3 +34.8 -41.8 +35.2 -42.2 +35.5 -42.7 +35.9 -43.1 +36.2 -43.5 +36.6 -43.9 +36.9 -44.3 10' x 6' +35.4 -44.3 +35.9 -44.9 +36.3 -45.5 +36.8 -46.0 +37.2 -46.6 +37.6 -47.1 +38.0 -47.6 +38.4 -48.0 +38.7 -48.5 +39.1 -48.9 +39.4 -49.3 10'x7' +35.0 -43.5 +35.5 -441 +35.9 -44.7 +36.4 -45.2 +36.8 -45.7 +37.2 -46.2 +37.6 -46.7 +37.9 -47.1 +38.3 -47.6 +38.6 -48.0 +39.0 -48.4 10' x 8' +34.6 -42.8 +35.1 -43.4 +35.6 -43.9 +36.0 -44.5 +36.4 -45.0 +36.8 -45.5 +37.2 -45.9 +37.5 -46.4 +37.9 -46.8 +38/ 47.3 +38.6 -47.7 10' x 10' +34.1 -41.6 +34.5 -42.2 +35.0 -42.8 +35.4 -43.3 +35.8 -43.8 +36.2 -44.2 +36.6 -44.7 +36.9 -45.1 +37.3 45.6 +37.6 -46.0 +37.9 -46.4 10' x 12' +33.6 -40.7 +34.0 -41.2 +34.5 -41.8 +34.9 -42:3_ +35.3 -42,8 +35.7 43.2. +36.0 -43.7 +36.4 -44.1 +36.7 -445 +37.1 -44.9 +37.4 -45.3 10' x 16' +32.8 -39.2 +333, 39,E _433.7 40.2 +3441; -40.7 12' x 6' +34.9 -43.4 +35.4: -43.9 +35.8 44.5 +36.3 -45.0 434,5`; -412 436.7 45.6 437.1 +35,2 -42.1 +37.5 46.5 +35.6 -42.5 +35.9 -42.9 +36.2 -43.3 +36.6 -43.6 +37.8 -47.0 +38.2 -47.4 +38.5 47.9 +38.9 -48.3 12'x7' +34.5 -42.5 +36.: +35:9 x, -43•7 +55,9 -44.2'x. +36.7 -45.2 +37.0 .45.7;,, +37.4 -46.1 +37.8 -46.6 +38.1 -47.0 +38.4 -47.4 12' x 8' +34.2 -41.9 +345' -42.4 +351 -43.0 "+35.5_ =43.5: +06.3 x44.5 +36.7 -44.9 +37.0 -45.4 +37.4 -45.8 +37.7 -46.2 +38.0 -46.6 12' x 10' 12' x 12' 12' x 16' +33.6 -40.7[ +33.1 -39.7 +32.4 -38.2 +34.0 412 +35.rz +32.8 -38.8 +34.5 11.8' +34.0 7408 +33.2 -39.3 +34.9 423 +34-4 »41.3 +33.6 -39.7 +35.3 -42.8' +34.8 +34.0 -40.2 +35.7 .42:2 +34.4 -40.6 +36.0 143.7, +35.5 42 7 +34.7 -41.1 +36.4 .44S +35.9 -43.1 +35.1 -41.5 +36.7 -44.5 +36.2 -43.5 +35.4 -41.8 +37.1 -44.9 +36.6 -43.9 +35.7 -42.2 +37.4 -45.3 +36.9 .44.3 +36.0 -42.6 ASCE 7 -10 2010 FBC GARAGE DOOR D PRESSURE CH (WORST CASE DESIGN PRESS DESIGN PRESSURES (PSF) OPENING SIZE MEAN ROOF HEIGHT 15' -0" 16-0" 17' -0" 18' -0" 25'-0" 14' x 6' +345 +35.0 - 42.5 -43.1 +35.4 43.7 +35.9 -44.2 +36.3 -44.7 +36.7 45.2 +37.0 -45.7 +37.4 -46.1 +37.8 -46.6 +38.1 -47.0 +38.4 47.4 14' x 7' +34.1 +34.6 - 41.7 423 +35.0 42.9 +35.4 -43.4 +35.9 43.9 -44.4 +36.6 -44.8 +37.0 453 +37.3 +37.7 46.1 +38.0 -46.5 14'x8'- 14' 14' x 12' +33.8 +34.2 41.0 '-416 +33.22 +33.6 -39.9; =40.4` +32.7 +33.2 -38.0_ X9.5 +34.7 -42.1 -41.0 +33.6': -40.0' +35.1 4•,7 +35.5 x; +34:9 +34.0 =-40.5 :434.4 -40.9 +35.9 -43.6 +35.3 42.4 +34.7 -41.4 +36.2 -44.1 +35.6 -42.8 +35.1 -41.8 -44.5 +36.0 43.2 +35.5 42.2 -44.9 +36.3 43.6 -42.6 +37.3 -453 +36.6 -44.0 +36.1 43.0 +37.6 +36.4 43.4 14'X16' 15' x 6' +32.0 -+32.4 -37.4 X38.0 +343 +34.8 42.2 42.8' +33 Q +32.8 -38.4! +35.2' 43.3 +33.2 -38.9 +35.7 -43.8 -+33.6 -39:4 +36.1 -44.3 +34.0 -44.8 +343 -40.2 +36.9 -45.3 +34.6 +37.2 -45.7 +35.0 -41.0 +37.6 +35.3 413 46.6 +35.6 41.7 +38.2 47.0 ■ii i5' x 7' , 04* 41:4 `3+42.0 43401: -023 +35.3 X3.03 15'x8'- +33.6,0 -40.7 -41.2 +3'4.5 41.8 +349 -42.3 -42.8 +36.4 +36.8 -44.9 +37.1 -45.7 +37.8 46.1 +35.7 -43.2 +36.0 -43.7 +36.4 -44.1 +36.7 -44.5 +37.1 -44.9 +37.4 15' x 10' +33.0 +33.5 -39.5 -40.1 +33.9 40.6 +34.3 41.1 +34.7 -41.5 +35.1 42.0 +35.4 42.4 +35.8 -42.8 -43.3 +36.4 -43.6 +36.7 -44.0 15' x 12' +32.5 +33.0 -38.6 -39.1 +33.4 -39.6 +33.8 40.1 +34.2 -40.5 +34.6 -41.0 +34.9 41.4 +35.3 41.8 +35.6 +35.9 +362 43.0 15' x 16' +3L8 +32.2 -37.1 -37.6 +32.6 -38.1 +33.0 -38.5 +33.4 -39.0 +33.8 -39.4 +34.1 -39.8 +34.4 -40.2 +34.8 -40.6 +35.1 -40.9 -41.3 16' x 6' +34.2 +34.6 41.9 -42.4 +35.1 43.0 +35.5 -43.5 +35.9 -44.0 +363 -44.5 +37.0 45.4 +37.4 45.8 +37.7 -46.2 -46.6 16' x 7' +33.8 +34.2 41.0 -41.6 +34.7 -42.1 +35.1 -42.7 +35.5 -43.1 +35.9 -43.6 -44.1 +36.6 -44.5 -44.9 +37.3 -453 16' x 8' +33.4 +33.9 - 40.4 -40.9 +34.3 -41.4 +34.7 -41.9 +35.1 -42.4 +35.5 -42.9 +36.2 43.7 +36.9 -44.6 -44.9 16' x 10' +32.8 +33.3 -39.2 -39.7 +33.7 -402 +34.1 -40.7 +34.5 41.2 +34.9 -41.6 +35.2 -42.1 +35.6 425 +35.9 -42.9 +362 433 +36.6 16' x 12' +32.4 +32.8 -38.2 -38.8 +33.2 -39.3 +33.6 -39.7 +34.0 -40.2 -40.6 +34.7 -41.1 +35.1 -41.5 +35.4 -41.8 +35.7 42.6 16' x 16' +31.6 +32.0 -36.7 -37.2 +32.5 -37.7 +32.8 -382 +33.2 -38.6 +33.6 -39.0 +33.9 -39.8 +34.6 +34.9 40.6 +35.2 -40.9 DESIGN NOTES 2010 FLOFUDA BUILDING CODE, AscE 7-10 EXTEFUOR (CORNER) ZONE 5 USED THROUGHOUT TABLE OVERALL TRIBUTARY AREA USED FOR RESULT GENERAL NOTES 1. 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. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILI1Y OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLAITON INFORMATION AND APPLICABILITY OF TFIESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN:g$,.. BASED ON THE 3 SECOND GUST (WIND VELOCITYLEPRNCATEGoay II (GENERAL ITOPOGRAPHICPACTOR K.4.1.0 FOR FLAT TERRAIN ONLY.:-,INTERNAL PRESSURE COEFFICIENT r(Gep1=-144)-18)-No_OsED BUILDING ONLY. VERIFY USE OPKt1=0.1W-(DIREMONAtlry FACTOR) WITH THE F■tiRpoSE6OF THE WORST CASE DESIGN PRESSURE TABLES,tiguwi THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7-10. NORrr.CE(RTIoFFITHCAEptiOoNsTISsatomucru'REDREFoa THE EXCEPT ATEXPRBSSLY_PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATMNS ARE INTENDED. 0 o rNI 1 It SCALEt 01 PAGE DESCUPTIONo