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1270 NE 97 St (9)PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal, State. County, rotes snd regulations. Ygtage usuutes no responslbItIty for accurecy of /or resutts from there ptans. 2. Th1s copy of plans mutt be available on INEcting site or no Inspection rdtl be conducted. JOB ADDRESS APPLICANT SHEET OF • PHONE # i d t 0 0 / de.r)of APPUCATION 4,2 76Nc ?7 6E7775 MISCELLANEOUS DATE ZONINy CRITIQUE SHEET COMMENTS "5 0 p ho 54 Jty 4itT AlW3 fir ' -fir 4f o or _ 3 nasi. 4 'F a66 ZY /) iS %- 3700 C oli 2u'6 G€Ei// A/0 /5&ix f 01/07 1L 6 1' INITIALS ;L,412-e 0 9 1 • 2 5 200 C' 75c P7 / we 422‘ �2 G eizie-eW1- /241,9t4 rar,�� 07 /2-7 A ? 7 5 SY /14 ••rn0/ sffe e 177 Sop--vey o-(^/ (//1,x/e. po,t((?: L - e4e kip oie /At NA-act/ (m.. s - ,evf,fe Gt-7 .63/( Ge///f SWO 4'4( tj((fl f &'9/ is i C� 06 1-0 r C. MAI1A-rt 2 4 1 I DO 3 Pa trA s // A";iliJe 4, • • , ' ) MERLE GETTIS MY COMMISSION 1 DO 043367 EXPIRES: November 19, 2005 • h, Bonded rnru Notary Pub+c Und ,. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION .p ONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 :zr' ,, 940 NORTH MONROE STREET X l'ALLAHASSBE FL 32399 -0783 07080'22 KLEINER HENRY INDIVIDUAL •17100.:NE 11 COURT NORTH MIAMI BEACH • �I HENRY 710 $ 0 N , .11. COUR ` aAM7 B . STATE OF FLORIDA -DEPARTMENT OF:BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L02112500075 LICENSE NER , 11 f 25 /200'1.'2007400 CRC1326568 The ' RE8IDENTIAD .CONTRACTOR Named below -IS CERTIFIED Under the provisions of Chapter a. Expiration date: AUG 31, 2004`x. FL 33162 FL 33162 DETACH HERE STATE OF FLORIDA AC# 0 7 0 L10 2 EIPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CRC1326568 11/25/02 200174549 CERTIFIED RESIDENTIAL CONTRACTOR KLEINER, HENRY INDIVIDUAL I3 CERTIFIED under the proviaioneof Cb.4 FS. Expiration date: AUG 31, 2004 SEQ *L3211250007! 1 D ACE coati Y �� a"'IR E'ER ST '33130 497323 -7 * HOME OFFICE * BUnIEpION 17100 NE 11 CT 33162 UNIN DADE COUNTY 0 MWEEINER HENRY 31ft CONTRACTOR THIS IS AN OCCUPATIONAL TAX ONLY. R GOES NOT PERMR THE LICENSEE TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COWRY OR CITIES. NOR DOES IT EXEMPT THE LICENSEE FROM ANY OTHER LICENSE OR PERM' REOUIRED BY UAW. THIS IS NOT A CERTIFICATION OF THE LICENSEE'S OUALIFICA- TION. PAYMENT RECEIVED MIAMIDADE COUNTY TAX COLLECTORol /06/2003 02100066001 000075.00 SEE OTHER S1DE 'OCCUPATIONAL LICENSETAX MIAMI DADE COUNTY - STATE OF'ELORID EXPIRES SEPT. 30, 2003 4 ; MUST BE DISPLAYED °AT PLACE OF DUSINESE - :PURSUANT TO COUNTY CODE CHAPTER 41A ART NEW DO NOT FORWARD KLEINER HENRY 17100 NE 11 CT N MIIAMI BEACH FL 33162 519280 -2 1 - 10 S1 8 1015 1 sRC1326568 WORKERS 1 1 111111 1 1 1 11 11 1 k111I! 1111111111HI 111 FIRST -CLASS , U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 ' 1 SEC : .3 flAiRf 52 RNG,f 42 FOLIO: .3022090130Y.00 MIAM DADE MAILING ::::CORE'SS:/C.;NT/Af.":T W.LEIMER 171CO NE - il C7 .VTAN:1, FL - OrA'nliae E 1 E ». 1F i ..' • .; • re.71 17 .2 „ - " ' 1 -7'7? .-;•••• . ANNIJALLY LLAt T CiY T r IC47E N 0 F BF DED ONNETZP, A•.:30, THERE Mitfi TEL APPIWED UE CHANW EP] CRW1CTE OF USZ:, * * T 'C 77=7 - ':.C7 rkls kITH /INV i ;17/17E, LOC/iL YO *LON ZONZN‘3, 14■IpE;C7 IONS'AT ANY tiTASOI:AELE TTNE SY 1.11 tRE DEPAPTIq'NT;10 MORE:.INFORMAtZON PLEAE C0f; THE .ZON.H.:. E(...TIOSI AT (7a61 ZN 11003tiC:h Ti:; THE ZCNTHG PF:'4ICONT MLiT 114:5'0 (201qAgt ri4E.thtirLN OFP,iRTNNT A7 (786 48 tif*I.IPANOY; ROIREiltisir AHD OCCOPATkOHA! YICEN8e. Ar Y:305) 1/ 3/2003 1051' HA.L2 CEUIFICATE & Analki NTY OEPANT ::!!ND 01' USE • .4 •-•-• • • 4.: • • r r •- •• .' A• • , '4. • : I I. • , 4 Ar: •,• 1,- • 4\ r k •;;3 " • • • ;•'• :••• .•••• • — - - • , • _ !.2 2T APPL2c • :1' 3 i I •• CEN ;ft • DEPARTMENT OF THE TREASURY INTERNAL REVENUE SERVICE PHILADELPHIA PA 19255 • DATE OF THIS NOTICE: 12 -02 -2002 NUMBER OF THIS NOTICE: CP 575 E EMPLOYER IDENTIFICATION NUMBER: 46- 0508795 FORM: SS -4 0533329257 0 FOR ASSISTANCE CALL US AT: 1- 800-829 -1040 HENRY KLEINER 17100 NE 11 CT NORTH MIAMI BEACH FL 33162 OR WRITE TO THE ADDRESS SHOWN AT THE TOP LEFT. IF YOU WRITE, ATTACH THE STUB OF THIS NOTICE. WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER (EIN) Thank you for your Form SS-4, Application for Employer Identification Number CEiN)_. -_ We assigned you EIN 46- 0508795. This EIN will identify business account, tax returns, and documents, even if you have no employees,. Please keep this notice in your permanent records. Use your complete name and EIN shown above on all federal tax forms, payments and related correspondence. If you use any variation in your name or EIN, it may cause a delay in processing and incorrect information in your account. It also could cause you to be assigned more than one EIN. If you want to apply to receive a ruling or a determination letter recognizing your organization as tax exempt, and have not already done so, you should file Form 1023 /1024, Application for Recognition of Exemption, with the IRS Ohio Key District Office. Publication 557, Tax Exempt Status for Your Organization, is available at most IRS offices and has- details on how you can apply . Return this part with any correspondence so we may identify your account. Please correct any errors in your name or address. Your Telephone Number Best Time to Call DATE OF THIS (NOTICE: 12 - 02 - 2002 ( ) - EMPLOYER IDENTIFICATION NUMBER: 46- 0508795 FORM: SS -4 INTERNAL REVENUE SERVICE PHILADELPHIA PA 19255 Keep this part for your records. CP 575 E (Rev. 1 -21 CP 575 E 0533329257 HENRY KLEINER 17100 , NE 11 CT NORTH MIAMI BEACH FL 33162 10/01/02 1 0/00 /0! M lo THE *WEED NOMEORNOVICIR fOUOVIZNOO NOZEIMI or yr OR OTHER DOCUMENT METH MIME DENORMED HEREIN is Mow WoraTEHErao cOpoNnaND 18,18/2882 11:87 - a CER'TerA OF LIAla1rY Aisauau 16110 110.1.6 xoaeF# 11 �a st,, V jzinaV 17100 II Ct R. *tam !l. 80102 9869791 AMPEX saluta buz MBi wDt War MAW NW CV 7116 0010P..Oi MUM* et M1___. lI mu* s ionarnms MOMRSIMINEmInNoMM GPM 00 1 A, °R _ of I • i 0 • PAGE 01 ADE 1-141411 ,gy. i 4444■6•4 0 ; Il•AUOhtiMr OAND0ime The 400100101 10 DAVI MOTOR .wwRR1 URITOm TMRMEW RD MUM OR . .cousTiuCTiou MUSTRY EFFEcTivk 0111912003 ExPitATi0N 01104005 r ' SSN: 594 -8I -2235 480508795 BUSINESS Ifny K1H81 17100 (E 11 COURT CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation Law . STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF EXEMPTION FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 01/09/2003 PERSON KLEINER SSN 594 -87 -2235 FEIN 460508795 BUSINESS HENRY KLEINER 17100 NE 11 COURT MIAMI HEAP FL 33162 It 0 L D H R E EXPIRATION DATE 01/08/2005 HENRY FL 33162 NOTE Pursuant to Chapter 440. 10(1),(9) , 2 , F S . , a sole proprietor , partner , or an officer of a corporation who elects exemption from the Florida Workers' ..X.43mpensation Law may not recover benefits or compensation under Chapter 440 . . PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE 01 -13 -2003 NOTE Pursuant to chapter 440.1011),(g)12, F.S., a sole proprietor, part=, or officer of an corporation who elects exemption from the Rorida Wolters' Conversation Law may not recover befits or oonvensation ender chapter 440. CUT HERE * Carry bottom portion on the job, keep upper portion for your records . ®--- The Sunshine State MIME Nuera i HENRY RIMER 17100 NE11 COURT NORTH MARI REACH, R. 33112 emu°NE Oat 1qr. REst Ereooase, 121646 M 640 A MUM WIRES CUPLIDIlE 0046411 126306 4847740 &FE OMEN Opendion d • motorwhide censtitmtes consent 00 =twisty tart nquIrod upt doliCu4 Z o 2.s 370,5 57 'JP" /MN God 02 1v a 40 41 )( /3 r ' 7 347 f'iQOU/D6 2- //e (1./p) AND dvzsr. perke TAI 1510,a /0201 J -2 . 4 .r UOIt(f =T op_tt 44 , s ' gitt = 33 3 . 3 : 2 ih i . a s. F _ X66 `LI rb Num 1 0 Input Data Structure Type Building Flexible Structure Basic Wind Speed (V) 150 mph Structural Category II Exposure C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 2 Deg Type of Roof Monoslope Eave Height (Eht) 8.00 ft Ridge Height (RHt) 8.50 ft Mean Roof Height (Ht) 8.25 ft Width Perp. to Wind (B) 20.00 ft Width Parallel to Wind (L) 25.00 ft Dampins Ratio (beta) 0.01 Cai culatti Par ameters Type of Structure Height/Least Horizontal Dim 0.41 Flexible Structure No Red values should be chanced only through 'Main Menu' Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 zm Izm Lzm Q Gust2 Vhref Vzm NF1 Rn Nh Nb Nd Rh Rb Rd RR gg Zmin Cc *(33/z)"0.187 I *(zm/33) "Epsilon (11(1 +0.83 *((B +Ht) /Lzm)"0.63))"0.5 0.925* 1 +1.7 *Izm*3.4 *Q / 1 +1.7*3.4 *Izm ust actor ° wY <t. • . eXible or V*(5280/3600) Factor <Categoiy 1I_„ Rig1d;; bm *(zm /33) "Am*Vhref NatFreq*LzmNzm (7.47*NF1)/(1 +10.302*NF1) "1.667 4.6*NatFreq *Ht/Vzm 4.8*NatFreq*BNzm 15.4 *NatFreq *DepthNzm 1/Nh-(1 /(2*Nh "2) *(1- Exp(- 2*Nh))) 1/N b-(1 /(2 *Nb"2) *(1- Exp(- 2*Nb))) 1 /Nd -(1 /(2*Nd ^ 2) *(1- Exp(- 2*Nd))) ((1 /Beta)*Rn *Rh*Rb *(0.53 +0.47*Rd)) "0.5 WIND98 v2-8 Wind Load Design per ASCE 7 -98 +(2*LN( 3600 *n1)) "0.5 +0.577 /(2*LN(3800 *n1))"0.5 Main Wind -force resisting system: Gust Factor Category: actor Sumam .. . .............. ............. ... .............................. Importance Factor Ipha = g Bt= Bm = Cc = I= m Epsilon = in = Gust3 0.925 *((1 +1.7* Izm *(3.4 "2 *Q ^2 +GG "2*RR "2)^0.5)/(1 +1.7*3.4 *Izn Gust Factor Category: Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Calcurlated Pa 1 1 Hunicane Prone Region (V>100 mph) Table C8-4 Values <3u st Factor Category) REgid'Structure.s :SmtplifiedRatte 1plete Analys?ls 9.500 900.000 0.105 1.000 0.154 0.650 0.200 500.00 0.200 15.00 0.851 15.00 0.2281 427.06 0.9475 0.8974 Components and Claddin ° : ft ft ft ft ft/s ft/s Hz 3/12/2003 220.00 126.66 3.37 0.0649 0.30 0.73 3.04 0.8269 0.6507 0.2750 1.5176 4.19 1.50 Page No. 1 of 14 IiGust Factor (G) WIND98 v2-8 Wind Load Design per ASCE 7 -98 0.90 Gust Factor (G) 3/12/2003 0.90 11 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 2 of 14 Elev. Kz Kzt Kd cfz Pressure (lb/K^2) Windward Wall" ft 0.85 Ib/ft ^2 +GCpi -GCpi 15 0.85 1.00 0.85 41.56 29.84 29.84 WIND98 v2-8 Wind Load Design per ASCE 7-98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non-flexible 3/12/2003 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 3 of 14 ETTT'Z''Z'TIT•211 • :. Roof Area (sq. ft.) Reduction Factor Despiptio WIN D98 v2-8 Wind Load Design per ASCE 7-98 Figure 6-3 - External Pressure Coefficients, ck Loads on Main Wind-Force Resisting Systems Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Leeward Walls (Wind Dir Parallel to 20 ft wall) Leeward Walls (Wind Dir Parallel to 25 ft wall) Side Walls Dist from Windward Edge: 0 ft to 4.125 ft Dist from Windward Edge: 4.125 ft to 8.25 ft Dist from Windward Edge: 8.25 ft to 16.5 ft Dist from Windvian:I Edge: > 16.5 ft oof ormai o Ridge (T a<10) .. W aH ........ Pressure .. .. . .. .. .... . .. ... : .... Roof -Paral lel Ridge:(All :Theta) Dist from Windward Edge: 0 ft to 4.125 ft Dist from Windward Edge: 4.125 ft to 8.25 ft Dist from Windward Edge: 8.25 ft to 16.5 ft Dist from Windward dge: > 16.5 ft * Horizontal distance from windward edge Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com L -0.45 -0.50 -0.70 -0.90 -0.90 -0.50 -0.30 -0.90 -0.90 -0.50 -0.30 Cp 0.80 -16.78 -18.65 -26.11 -33.57 -33.57 -33.57 -33.57 -18.65 -18.65 -11.19 -11.19 -33.57 -33.57 -18.65 -11.19 -16.78 -18.65 -26.11 -33.57 -33.57 -18.65 -11.19 3/12/2003 Page No. 4 of 14 Kh 2.01*(15/zg)*(2/Alpha) 0.85 KM Topographic factor (Fig 6-2) 1.00 Qh .00256*(V)*2*ImpFac*Kh*Kht*Kd _ 41.56 Psi!' ETTT'Z''Z'TIT•211 • :. Roof Area (sq. ft.) Reduction Factor Despiptio WIN D98 v2-8 Wind Load Design per ASCE 7-98 Figure 6-3 - External Pressure Coefficients, ck Loads on Main Wind-Force Resisting Systems Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Leeward Walls (Wind Dir Parallel to 20 ft wall) Leeward Walls (Wind Dir Parallel to 25 ft wall) Side Walls Dist from Windward Edge: 0 ft to 4.125 ft Dist from Windward Edge: 4.125 ft to 8.25 ft Dist from Windward Edge: 8.25 ft to 16.5 ft Dist from Windvian:I Edge: > 16.5 ft oof ormai o Ridge (T a<10) .. W aH ........ Pressure .. .. . .. .. .... . .. ... : .... Roof -Paral lel Ridge:(All :Theta) Dist from Windward Edge: 0 ft to 4.125 ft Dist from Windward Edge: 4.125 ft to 8.25 ft Dist from Windward Edge: 8.25 ft to 16.5 ft Dist from Windward dge: > 16.5 ft * Horizontal distance from windward edge Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com L -0.45 -0.50 -0.70 -0.90 -0.90 -0.50 -0.30 -0.90 -0.90 -0.50 -0.30 Cp 0.80 -16.78 -18.65 -26.11 -33.57 -33.57 -33.57 -33.57 -18.65 -18.65 -11.19 -11.19 -33.57 -33.57 -18.65 -11.19 -16.78 -18.65 -26.11 -33.57 -33.57 -18.65 -11.19 3/12/2003 Page No. 4 of 14 Case A Surface GCpf +GCpi -GCpi qh (Psf) Min P (Psf) Max P (Psf) 1 0.40 0 0 41.56 16.62 16.62 2 -0.69 0 0 41.56 -28.68 -28.68 3 -0.37 0 0 41.56 -15.38 -15.38 4 -0.29 0 0 41.58 -12.05 -12.05 5 0.00 0 0 41.56 0.00 0.00 6 0.00 0 0 41.56 0.00 0.00 1E 0.61 0 0 41.56 25.35 25.35 2E -1.07 0 0 41.56 - 44.47 -44.47 3E -0.53 0 0 41.56 -22.03 -22.03 4E -0.43 0 0 41.58 -17.87 -17.87 5E 0.00 0 0 41.56 0.00 0.00 6E 0.00 0 0 41.56 0.00 0.00 Kh = Kht = Qh = WIND98 v2-8 Wind Load Design per ASCE 7 -98 Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) "(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)A2*I m pFac*KMKht*Kd * p = qh * (GCpf - GCpi) 4E Copyright 2001 - MECA Enterprises, Inc. www.mecaconsufting.com 0.85 1.00 41.56 3/12/2003 Page No. 5 of 14 Case B Surface GCpf +GCpi -GCpi qh (ps Min P (psf) Max P (per 1 -0.45 0 0 41.56 -18.70 -18.70 2 -0.69 0 0 41.56 -28.68 -28.68 3 -0.37 0 0 41.56 -15.38 -15.38 4 -0.45 0 0 41.58 -18.70 -18.70 5 0.40 0 0 41.56 16.62 16.62 6 -0.29 0 0 41.56 -12.05 -12.05 1 E -0.48 0 0 41.56 -19.95 -19.95 2E -1.07 0 0 41.56 - 44.47 -44.47 3E -0.53 0 0 41.56 -22.03 -22.03 4E -0.48 0 0 41.56 -19.95 -19.95 5E 0.61 0 0 41.56 25.35 25.35 6E -0.43 0 0 41.56 -17.87 -17.87 Kh = Kht = Qh = * p = qh * (GCpf - GCpi) 4E Wind Direction WIN D98 v2-8 Wind Load Design per ASCE 7 -98 Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) "(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) ^2*ImpFac*Kh*Kht*Kd a 0.85 1.00 41.56 3/12/2003 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 6 of 14 Component width (ft) Length Area (ftA2) Zone GCp Wind Press (1b/f t2] Max Min Max Joist 1 2 13 56.33 2 0.22 -1.27 9.35 ■ Joist 2 C o- 2 176.33 3 0.20 -1.10 8.31 -45.7. �, 2 300.00 2 0.20 -1.10 8.31 -45.72 d -- 2 30 300.00 2 0.20 -1.10 8.31 -45.72 e 2 21 147.00 1 0.20 -0.90 8.31 -37.41 f 2 21 147.00 2 0.20 -1 8.31 -45.72 g 2 12 48.00 2 0.23 -1.32 9.64 -54.99 h 2 9 27.00 2 0.26 -1.50 10.68 -62.26 I ---. 2 4 8.00 2 0.30 -1.80 12.47 -74.81 j 0.00 k 0.00 L 0.00 m 0.00 N 0.00 0 0.00 p 0.00 0.00 0.00 0.00 0.00 0.00 Figure 6 -5 - Extemal Pressure Coefficients, GCS; Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 2 = => Wind Load Design per ASCE 7 -98 3.00 ft Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com 2 I. - -2 L • 1 3 a Gabled Roof Theta <= 10 Page No. 7 of 14 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Open Buildings j 0.00 1 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. WNND98 v2-8 Wind Load Design per ASCE 7 -98 I o.00 0.00 1 1 Table 6 -7 Intemal Pressure Coefficients for Buildings, Gcoi 3/12/2003 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsutting.com Page No. 8 of 14 M I A M FOAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,Y11S 56069 Your application for Notice of Acceptance (NOA) of: Wood Connectors under Chapter 8 of the (.;ode of Miami -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended for acceptance by the Miami -Dade County Building, Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. It this product or material fails to perform in the approved manner, BCCO may revoke. modify. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, it it is determined by BCCO that this product or material tails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00 1227.01 EXPIRES: 12/02/2006 haul Rodriguez Chief Product Control Division TiiiS iS THE COVERSHEET,SFF. ADDITIONAL PAGES FOR Sl'F:CIIFiC AND (:F:NF:RA1. CONDITIONS BUILDING CODE.. & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set torah above. APPROVED: 03/N/2001 MIAMI-DADS COUNTY. FLORIDA METRO -DADE F1,.AGLER BUILDING HL'ILDIING CODE COMIPLIANCE OFFICE N.ti:TRO•DADV. I LAGI.I:R BUILDING I.n WLST r1.A(d.FR S1 RlE r, St'ITI rtM0 MIAMI. FLORIDA 3313i) -1 >r +: (305) 375-290I FAX (305)375.290S CONlKArrou LiCENSING SECTION DOS) 375.2S:7 FAX 1305) 37$.2.S.4 CC 'I'kAC.'IOR (ENFORCEMENT r vislo% ( 305137S•2966 FAX 003131 .2 S PROD( Ci CON ROI. DIVISION 00) ;75.2902 FAX (3031372.637.4 /z/ 72-f e -- 0 Francisco J. Quintana. Director ntian)i -Dade County Building Codc Compliance Office .9)4 , j 1! c2000r not ce acceptas c • Cover page dot Internet mail addresv postmasterra )huitdingcodconlini.rnm ✓ Ilomcpagc: http:'vis, %. huilitingeodeonlinc.cotn • United Steel Products Company, ACCEPTANCE NO: 00-1227.01 EXPIRES: 12/02/2006 NOTICE OE ACCEPTANCE: SPECHICSSAINIMS 1. SCOPE 1.1 Ibis renews the Notice of Acceptance No 913-1216.07, whkh was issued on 04/01/1999. It approves wood connectors; as described in SeCtiOp 2 of thii Notice of Acceptance. designed to comply with the South Florida Building Code (Sr BC). 1994 Edition for Miami-Dade County. for the locations where the actual loads as determined by SFBC Chapter 23, do not exceed thc design load indicated in the approved drawing. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connector:shall be fabricated and used in strict compliance with the following documents: Drawing No. 11.111-PA-PC & RSU-TP, sheet 1 and 2 of 2. titled - Wood Connectors" prepared by United Steel Products Company, dated 12/12/00 with no revisions. 'the drawings shall bear the Miami-Dade County Product Control Approval stamp with the Notice ofAcceptance number and approval date by the Miami-Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.53 and moisture content of 19% or less. 3.2 Allowable loads are based on totting per ASTM D1761 and caletilations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be insulted in strict compliance with the approVed drawiqs, 5. LABELING S.I Each wood connector shall bear a permanent label with the manufacturer's name or logo city, state and the following statement: "Miami-Dade County Product Control Approved", 6. BUILDING PERMIT 6.1 Application For Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Aceeptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 40016 Notice of Acceptance. clearly marked to show the hangers and angles selected fur the proposed installation. 6.1.3 Any other . document required by the Building Official or the SRC in order to properly evaluate the installation of these products. 2 ORR 1 5 2001 APPROVED: Candid° Font; PE, Sr. Product Control Examiner Product Control Division Vnited Steel Prejucts Cquapany,. AccErracicE 004727.01 APPROVED: MAR 5 2301 EXPIRES; 12tOla006 NOTICE OF ACCErTVICE STAPIIDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application hits been filed and the original • submitted documentation. including test supporting data, engineering documents, VC no older than eight () years. 2. • Any and all approved products shall be permanently labeled with she manufactunt•es nannin, city, state, and the following statement: "Miami-Dade County Product Comm! Approved", or as specifically gated in rho pcifc • conditions cif Ibis Acceptance. 3. Renewals of Acceptance 'win not be coniidered: if a) There has been e change in the South Florida Building Code effecting the evaluation of this product and the product 4 not in compliance with the code changer. b) The product 4 no longer the tarry product .(identical) as the one originally apprtived; c) If the Acceptance holder has not complied with all the requirements of this acceptance, irscluding thc correct installation of the product d) The engineer who originally prepared. signed and sealed the required documentation initially submitted is no longer prndiCing the enginaring profession. 4. Any revision Or change in the materials, use. andfor Manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prier written approval has been requested (through thc filing of a revision applicntion with appropriate (ee) and granted by this office. 3. Any of tbe following shall also be grounds for removal of this Acceptanee: a) Linscnisfactory performance of this preduct or process. • b): Misuse of:this Acceptance as, an endorsementof any product. for salesoldvertising °rail miser 6. The Notice of Acceptance number procrscled by the wont Miami-Dade County. Florida; and followed by the expimtion date may be displayed in advertising litensture. If any postion of the Nctice, of Acceptance is displayed. then it shall be done 'nits entirety. 7 A copy of this Acceptance as well as approved drawings and other documenti; when it applieS, shall be provided to the user by the manufacturer or its distributors and shalt be avaibble for inspection at thy job site .at alt time The • engineer need not reseal the copies. B. Failure to comply with any section of this Acceptance shall be cause for terrninaticm and rentoval:of Accernance. 9. TItis.Noticc of Meeptancc consists Of pages 1, 2nd this list paw 3. andido Fon PE, Sr. Product Control Cxaminer Product Control Division END OF THIS ACCF.PTANCE 3 a Dae�v t orec>ytae. e� f•0trwerf MN Ly/..r0 DasP 1.000 (ns7 �. . ___. 1 r .. . 1 _ lrsns a.*. Tnwf 6301.1 t•tlft 1774 w AAA. N• Sal tf at s .tom i{lA stpr,aOCN tlwgr• 906 Ron s Lori 6 - la•• yvr 3 SA 7-163 0.161 1920 t096 It t1J( 9P10 NOI.JKY M..�•r �6 Nett s LAT% 7 -1 /O' 16 -160 Ayr. 3 - 199 a - 163 2360 I 2103 111 w-m.c• Crab D , 9.003 .4 9POtr•.+. Msp• 4049 Da•t • 9 Yr, rwo Wolf* 41773) N .. 3 3 -3/r 1 Srr 3 - 09 1963 1330 MT •• yvr 3 SA 7.339 1740 IP •i6D 1'014 A..V1/ 336 K IAA 71C••� 5.316' 1 *7S ' 7-318' 3 • -IN 1560 9. 616 Pe.t wv 636 5 -Vr 3.3109 • -0l ••16� 1NS 9C I. 030 900* bows. 090 7 -Srr 1 V» • -TM 1( 3 -16. eon P.."..cl Conti Orocroto• 0049°0'• r•.3..... M11P Lo.49 CAU • 1 3 AA r1•P *313 4133» PC N• loft Cp 403 3 -3/r 1 Srr /-101 eA 3-160 PC 404 Poet C•• 4116 3.310 6 -313' 3- K IAA Pont C•• AM 5.316' S•SA' ' PC 070 P003 C•9 6 +0 7.313 T -Iir 6 -, 1 6 -16e 9000 HIP & JACK CONNECTORS (HEAVY) POST ANCHORS Note. 1. Natr.Oa 7 gauge (X16'1 *5031 A36. 9. 314 * toe ap9Mr 9/ Iooe • *nor . P9w0tr•tow of 9 - 10 GA. G*L STCEI 31te∎ 1 N.O.•.. concrete strew0o. fC• 9300 P9 9. Post 6009 r ce..Nettiv. to co•crr r is ane Iir AA. A.99.Y Bat e.N.OSN • 00,.•01 09 4' 3. 1* .. 9CDr eNSaKO 9or Ar0C3.r' sat .003e. for PA 40.0 O4 PA 4060 Poet AKtor is 1 -L•' •. 99.4...0 cope *St.rc. ror •33001 Oat locet».. fob PA 606 eM P4 e00 Post ••cw•r k r 3 Pa 4000. 646. ers ww teo .m.ntO.g 60119 aw he btt•. 6. Nog orwriretw sro0 Ow • .irtbnn or 1 -313• for 100 webs •wA r far 163 AAA, rcR crFICL 3100 474:0{69 1i11.I *II :.QUip ilOCir.S Gtl1191E6 tool fit >:'FDULI CC! U I CG'w!:�l e:O1D111� CDM CC'.1i1)AIZ LI ME ACC(PUYC( 9D.QU- tZi'{.Cal POST CAPS 1D G•. G•LVANIZCD SICCI. t1*0 1. Noe Prwetret6. 91ba •e • *MIA of 1- 3,4' for (00 neat owe r for 1631 weds fiENERAL NOTE$ 13 s lut. Swat. C3ar9N TO •ST* 0633. S1RUCT RAL (RA1C 77: UWI. AND • swamp1 GALV4NIZCD COATING Or 0-60 9) r•STEI€0s *RE CON101 VIOL NAILS IKCSS OfNCRVISE NOTED 3) &I.0V•LC IRLtrT LOPDS N•V( SEEN 13CRCA3ED 16 • St131( 3C01 01RATioN r•CiOR DT 770 900 VINO LOAD CON0t11031 I r*RTNCR (NCRCA3C 0.1030(6 47 ALIOVAR[ 313031 10ADS ARC NOT INCREASED M SNORT TERN 99143(94 FACTOR 31 ALLC30AR( LOADS ARC LASED ON 1I 311T1001 OES1G» 0900IFKATId1S 101 VOOD CINSTRUCIIt7/ 1991 C0111UN 6 1993 CORAT•, roe 0)4114¢94 KELOV PIN( (G. 033 00 SETTER) 6 TEST 9(01940 114 ACC(MO904 302131 *STN 01761 u311TC0 01(CA PRODUCTS CO 703 ROGERS OIIVC NON(GONCRT ql 36(69 IOOD C�INECTORS OATC- _ar0Y2L- oRAViNG MAKE* __*900YC__ St10(T )APISER _TRY.. Product Cod! Oescri0 titan 0Nfm9�ns rasteners Design Loads (tbs.) Halts Nods Normal 1 Uptirt 1337. V N Girder Bloch Carried Menbrr NSU 40 Girder HgrfMeary) 3 - 1 /4' 23• IS)- 7 /A• -] /4' B -10d 7040 5185 NSU BO Girder NprfMta vie) 4-7/r 27 -i /2' <61-7/1• (2) -3/4• 9 -10d 9445 7950 Product Dimensions Design Loads (hs.) Design Load; (lbs.) Ira- 9er.• -s Stud UDlirt 1337 rastenrrs Steil Uplirt 1332 Cods Naterio/s B A TP gX 19_9a 3 -5 /B• IG -1/4" 10 -10d 1132 10 -169 1620 TP 6X 19 go 5 -5/B' 9 -1 /4' 10 -109 1132 10 -169 1620 TP BX 10 ga 7 -3 /0' 9 -1/4' 10 -109 1132 10 -164 1620 TOP /BOTTOM PLATE ANCHORS 18 Ga. Galvanized Steel Notes 1. Latin/) nut penetration shoU Or 1 -3/4 Far 10d nog; pod 2' Tor 169 nags GENERAL NOTES 1) STEEL SHALL CONOIRM TO ASTM A653. STRUCTURAL GRAD( 334 006 AND A MININJN GALVANIZED COATING 07 0-60 2) rAS6CNERS ARE COFOM viRC wILS UNLESS OMERVISE N0TC0 3) **.LOVABLE LDLIr) LOADS uavE NNEN tNETMo0EO 06 A yr.." ?r94 DIJRAr1ON rACTOR Or 337 6'0? VINO LOAD CONDITION NO ZIM ER INCREASE ALLOWED 46 ALLOWABLE mVN LOADS ARE NOT INCREASED BT S)QRT TERN DURATIW r'CTOR 5) ALLOVABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPCCIrICATIONS r0R v000 C04TRUCTt0N 1991 (061106 1 1993 ERRATA, FEN S3JtNERN YELLOW PINE (G• 0.55 09 BETTER) 1 TESL PCRr0R11 01 ACCOttWCC VIM ASTM D1761 GIRDER HANGER HEAVY Carried Member Notes. 1. Nat/riali 7 gauge 3/16') AST/4 A36. 0. Alt 3/4' bolts require 3' rood penetration and ntn:wm rood vertical watt, or 3. Bolts AVM A307 Grade A 4. Naas On carried nenber shoU have o ninety n penetration or I -3/1' FOR OrrICE USE A118ORD AS COlULU1t6 MI6 ILIA 00010 fl01GDA DATE 6? eaDAUCI CO 17DDL 1071:1E1 9)1106161 CODE (011114006 Cm ACC101A0(C 0a p0- L7,•).1 c, Le0TE0 STEEL. PR000007 CO 703 ROGERS DRIVE gatecocer 606 56069 VOOD CONNECTORS OATS. DRAVING NUMBER. _.ry - .. SHEET NUMBER: _ANA_ 0 1 • r M I A M • I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. 0. Box 80) Montgomery ,MN 56069 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 02- 0102.06 EXPIRES: 01/11/2007 APPROVED: 01/31/2002 11 s 04 S 00011 pc200011templatesl notice acceptance cover page.dot Internet mail address: postntastcr@builtlingcodeunline .cunt MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305)375-253S CONTRACTOR ENFORCI:tIENT DIVISION (305) 375.2966 FAX (305) 375 -2908 PIIODUCI' CON got. DIVISION (305) 375.2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Wood Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. It' this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division '!'1l15 IS TIME COVERSIIEET, SEE ADDITIONAL PAGES TOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Codc Compliance Office Honlepage: hitp : / /www.buildingeodeonline.com United Steel Products Co. ACCEPTANCE No.: 02- 0102.06 APPROVED: January 31, 2002 EXPIRES: January 11, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPC 1.1 This renews Notice of Acceptance (NOA) No. 01- 1016.01, which was issued on November 8, 2001. It renews the approval of a wood connector, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors and its components shall be constructed in strict compliance with the following document: Drawing No HCPLL/R, Sheets 1 of 1, titled "Wood Connectors," prepared by the manufacturer, dated 9/15/01, signed and sealed by Thomas Kolden, P.E., bearing the Miami - Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D 1761 and calculations per National Design Specifications for wood construction 1991 Edition. 4. INSTALLATION 4.1 This wood connector shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Ro(lrifiez, Chief Product Control Division r United Steel Products Co. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this . product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ,. 3 ACCEPTANCE No.: 02- 0102.06 APPROVED: January 31, 2002 EXPIRES: January 11, 2007 Raul Rodriguez, Chief Product Control Division • ' Mla'MMDS.DE PRODUCT CONTROL NOTICE OF ACCFPTANCF United Steel Products Company 703 Rogers Drive (P. O. Rux 80) Montgomery ,MN 56069 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE t\ O.: 00-0822.01 . EXPORTS: 08/21/20113 APPROVED: II/02/2000 otlAMI -DAVE COUNTY. FLORIDA h1ITRO•DADE FLAGLER BUILDING kt CILDINC CODE CO%II'LIANCE OFFICL XIETRO -DADC FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 160 NItAA11. FLORIDA 33130.130 (305) 375-290 I FAX (3051373.2q0x (0t' E t. t(TOR LICI SINC Sl:rlll)V Ud31375.2 -(2? FAX (301375.2S$s CONTRACTOR ENFORCEMENT DIVISION 13�= 1 3 ?5.29ii FAX (30) P5-29114 Your application for Notice of Acceptance (NOA) uf, Wood Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate kluterials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (I3CCO) under this conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant tbr quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke. modify, ur suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by I3CCO that this product or material tails to meet the requirements of the South 1'le)riJ:1 Building Code. 1'0tUUL CT CONINuL DIVISION (300 3'S - 2'x)2 FAX 114'1 t ?2 -e3T) Rnul kndrigise7 Chief pmdnzt'Control Divi,:,'n THIS IS TIUF. C OVERSIIF'F.T SF.F:ADDITIONAL PACES FOR SI'6:C.'Ib'IC AND GENERA1. • (:ONI)I_ IIO.NS 13LILDINC s l!Ft,Olitlr�' Itf 1'IF,N' Cl)��,11I 1 "1'l:l: This application :Or Product Approval has been reviewed by the I3(. CO and approved by the Building t:'.dJt and Product Revtew Committee to he used in Miami-Dade C'ountti, Florida :ender the conditions sc1 forth above, �4 Francisco J_ Quintana. R.A Director Ntianli•Dsde Count) Building (:ode (. omp!iancc f iil'c: 404540 0 1 400001kentplatoiYwcice acceptance cuter page.dot Internet mail address: postmasternbuildingcodeonline .enm Homepage: hetp:f! ww.builclin:;rodennliine.r „ni PRODUCT CODE GAUGE FASTENERS ALLOWABLE LOADS RAFTER PLATE STUD LATERAL UPLIFT 133Z Al A2 6d 8d HCPLCL /R) 20 4 4 411( 180 60 400 510 it STUD APPLICATION 1) THE APPROVED PRODUCTS SHALL BE MADE OF STEEL COIWORMING TO ASTM A653 STRUCTURAL QUALITY GRADE 33 (MIN. YIELD 33 KSI) AND A MINIMUM GALVANIZED COATING or G60 PER ASTM A924. 2) rwsrEmoRS ARE CONNOR VIRC NAILS UNLESS OTHERVISE NOTED 3) TIE USE OF (2) ANC)QRS INSTALLED DIAGONALLY ACROSS rROM EACH OTHER OR BACK -TO -BACK IN ORDER TO ACHIEVE A MINIMUM ALLOWABLE UPLIFT or 700 LBS. SEE DETAIL A. 4) ALL INSTALLATIONS SHALL DE DONE 114 ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. THIS NOTICE of ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1991 EDITION t 1993 ERRATA, FOR SOUTHERN PING (SG.0.55 ON BETTER) AND TEST PERFORMANCE IN ACCORDANCE VITH ASTM D -1761. 6) ALLOVADLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD Or 33X AND NO OTHER INCREASE IS ALLOYED. DENEkAL NOTES HCPL LONG TIE HURRICANE ANCHOR (L /R) (STUD APPLICATION) DFTAII Al (14”0 -- MI2 ..1 1 -1 1/Y w# E2k TIES INSTALLED BACK TOP PLATE TIES INSTALLED DIAGONALLY TOP PLATE PRODUCT RENEWED • AOCFJrA1RE N 01.0 DATE \ I 1 ! ooMIBOLDIVlsloll BUI DD(OCODECOIA1UMICE.D I FOR OFFICE USE :.,011I0 AS WMPLDIB SPQR sg NU) saorn Rods► I a►rl NQV � I — n - ena co1�A0rKM1011 tatbas con outwit MU Atetreff li nt- lol( of UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 WOOD CONNECTORS DATE. _MOM. NUMBER. _ ecn}[R -_- SHEET NUMBER. __LIF L_ THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL/50899 United Steel Products Comnanv. ACCEPTANCE NO: 00- 0822,01 APPROVED: NOV 0 2 2000 EXPIIR'ES: 08/21/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 97 0205.03. which was issued on 02/21/97. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC). 1994 Edition for Miami - Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design Toad indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. 1 & 2 and sheets 1 & 2, titled "EHUH SERIES JOIST HANGERS and UII AND ST SERIES HANGERS ", prepared by United Steel Products Company, dated 9/26/00 & 9,27/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable Toads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or Tess. 3.2 Allowable loads are based on testing per ASTM 01761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall he installed in stnct compliance with the appro■cd drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or Logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 of 3 United Steal Products Company. • ACCEPTANCE NO.: 00- 0;122 APPROVED: l 1 /(I2/2U0(1 EXPIRES: _ OS/21/2003 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 0. Renewal of this acceptance (approval) shall be considered after a renewal application has been tiled and the ortpina submitted documentation, including test supporting data, engineering documents. an: no older than eight (X) ) cars. 2. Any and all approved products shall be permanently labeled with die manufacturer's name. city. slate. and the following statement: "Miami-Dade County Product Control Approved ". or as %pecilicatl) stated in the spcctlik conditions of I Acceptance. 3. Renewals of Acceptance will not be :onsidcrcd if. a) . there has been a change in Iltc South Florida Building Code ;tltectine the cr,aluation Ili, product :ut.l the prodo.t is not in compliance with the: axle changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements or this acceptance, including the correct installation oldie product: d) The engineer who originally prepared, signed and sealed the required documentation initially submined is no longer practicing the engineering profession. 4. Any revision or change in the materials. use, attd.'ur manufacture of the product or process shall,automattrally ttr cause for termination of this Acceptance, unless prior written apprusal ltas been requested (through the filing Lila revision application a ith appropriate Ice) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. I)) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County. Florida. and followed by Ilse expiration date may be displayed in advertising literature. I limy portion of the Notice of Acceptance is displayed. then it shall be done in its entirety. 7 . A cup). (Willis Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the u:cr b% the mauutaclurer or its dist: ibuwrs sand shall be a ■aibable I,ir , niaeet�t n :al 11tc Ioh site .11 a1; ring• MC �t: ;boar recd not resc;tl the ■:,tpies. X. I grape I' Ct'•nthly ■■Itl g se :ttt.ut of this :ltccgtance shall he cause t:a: terttin:ui ;lutb of .lcccptancr 'l t ltt� Notice of Ak :CCp1:111Ct. t J'1 iSta 01 l ;a;�ei 0. and 'lad Ilti: last page � Candid() Font. PE. Sr. Product Comm P :miner END OF Tit IS ACCEPTANCE Control Division 3 of 3 Product Code Jo $i She Daneasions Fastener DesitnLoads Dean Uplttt 1200 W H A Header Joist EHUH 262 2 x 6 1 56° 5 3/4° 3 1/2' 20.166 10 -106: 13' 2385 EHUH 26Na 2: 6 1 54' S II4' 3 1/2' 20 -11N20 A 10.111120A 3160 1730 EHUH 287 2:8 1 3/8° 71r4' 31/7' 28 -166 14.10dz 1.5' 3470 1843 EHUH 28142 2 z 8 1 518" 7 1/4' 3 1 /V 28•HN2OA 14 -HN20A 4110 2515 EHUH 2102 2 z 10 1 5/8' 9 114• 3 1/2' 32 - 166 - 16 - 306 : 13' 3965 2110 EHUH 210Na 2 s 10 1 518' 9 114' 3 I/2' 32.HN20A 36 -HN20A 4700 2275 EHUN 26.2 (2) 2 : 6 3 la' 3 34' 3 117 • 22.166 13.106: 13' 2875 1690 EHUH 26.2N (I) 2 s 6 3 14' 5 34' 3 1/2' 22 -HN20A 11 -HN20A 3283 2195 EHUH 28.2 (2)2:8 3I4' 73/8' 31/2' 32 -166 14.306 4185 2155 EH3J14 28.2N f21 z 8 3 14' 7 318' 3 1/2' 32 -HN20A 14 -HN20A 4775 2790 EHUH 28 -3 (3) 2 z 8 5 118' 6 13/16' 3 1/2• 40.166 16 -106 5190 2645 j EHUH 28.3N (3) 2 : 8 5 118° 6 13/16' 3 1/2' 40.H1420A 16.H1420A 5335 2850 EHUH 210 -2 (7) 2 : 10 3 118' 9 34' 3 1177' 40.16d 16.106 5190 1645 I EHUH 210.211 (7) 2 : 10 3 14' 9 34' 3 1/2' 40-11N 20A 16 -HN20A 5335 2850 1 EHUH 46 4: 6 3 9/16' 5 1/8' 3 1/2' 22.166 11 -106 2875 1690 EHUH 46N 4 :6 39/16' S 1/8' 3 IR' 22.HN20A 1141N20A 3285 2195 EHUH 48 4: 8 3 9/16' 7 14' 3 1/2' 32 -166 14-106 4183 2153 EHUH 481) 4:8 39/16' 7 14' 3 1/2' 32.HN20A I4_H9420A 4775 2790 ,EHUH 410 4:10 39/16' 91/8' 31/2' 40.166 16.10d 5190 2713 EHUH 410N 4 :10 39/16' 9 1/8' 31/2' 40 -HN20A 16.4N20A 5335 2850 NCO: 1) Penttt ation of fastener in he ader is 2' for 166 nail aad 1 3/4' for H1420A. Note. 2) Penetr aim of fastener in joist is I V2'. EXTRA HEAVY CONNECTOR 14 GAUGE I) STEEL SHALL CONFDRN 70 AST,. A653 SiQUCIURAL GRADE 33, U. 0. N. p) rasTENERs ARE COMMON WIRE NAILS L$0.ESS OTNERv1SC NOTED 3) ALLOWABLE UPIIrT LOADS HAVE GEEN INCREASED BY A SNORT TERN DURATION FACTOR Or 33Z FOR VIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHAT TERM. OURAT10N FACTOR rOR orricr USE - GENERAL NOTES *naw LS IAA/MU 01111i ID1 50010 ,t 1 , j / 35/ 8L IOM LODE CAtt /lO 02/ 2eve 83 P2080C1 LLFUTOI WOKS /13112126 6081 CCNPUAIICE Eii1'LF ATLRIAMLE u0.Do -01429 o/ UNITED STEEL PRODUCTS E012'ANT 703 2026685 DRIVE MONTGOMERY. NK 36959 11TLC. CHUM SERIES JU1ST Wu-Las DRAWING S1(CT DRAVIKI RCVICV N11QER 1 OI21*TR 1 11A1 9'26/00 DATE 9/26/00 � 1 ►ate+,-- 6fr+M->�+W ��oJ nous A KOLDCN. CIVIL ENGINEER, rPG *50899 Product Cole Jeisl Ike -„_ _ H ST 371 ' Hcada Joist 164 10044 aid Uphfl 100 54 Up SR 204 UH241 2 x 4 ST 431 131!4' 3114' 4 2 S110 _. 700 171W I. :• FIST 11111111117/1•1111r2111311 ___ IT t [�i?iE IIII= �' �mem prom MTN=ilil•FA .tiN"FIMI [RTI• _ Mtn TM�� PM= MINIM= M_____ ram =_ ___ iv 4' t : ST 402 1711.9' : v 5114• 3.318 MN ILO 1•1 t 7 14- IT I4�f�i! ST 424 24' 4 m fir's �� M1111 lf� IE3R _ __ 11719 M 4 alt rril ETEMIEi :�t � . �� t ,r Q V f * O V Frra Ill I llr tt•2r!Ll� 1 1 1 1 1 a s 0 n Ifii'I♦w'11 111 NM • 4 Mill WIN 4 1117111111=111F1t11 EMI Mill I ttF:t — FM NMI .M MI to t EMI FM t . v tiro ��LMEOMV IFIWlltM MITI t � III MT= c):1.fl =HEW 111 MVTI !• 1u MI -fir Product Dimension Fasteners DesipiLoads ST 371 ' 13 114: 1170 El ST 431 131!4' 1170 703 ST 2.202 171W 3114' 3.118' 12 -20d 6-164 2100 ST 402 1711.9' tit 5114• 3.318 12.204 6.164 2100 ST 424 24' S 114• 3•578' 12.20d 6.164 2100 JOIST HANGER U -TYPE 18 GAUGE ck 1) s onionls II be long smooth lobe eldven though both plebs end clinched. Wont 4S COMPOU6 11ur rRL 2) Pam b lion of &steno ts in bender aad lost shall be 2' for I64 nails and 2 311• for 204 nests. soOU tlytIM swain 000E DATE Mt 2 0ao at CI cOBRQ 01111106 01010106 CODE COYRWAICf O010E ACCt7DAEI 10. 4 01i22,1I JOIST HANGER STRAP TYPE Note 1) Back steep 16 gauge and bucket 18 gangs 2) Pear !ration of festexa in /east is 2" for I64 rails and 2.31E for 21d talk 31 Na4 on 1 I f2' bocka is sha11 be lore enotab tole driven tiuoutth both dales. sly? Err ICE usC 14NITED STEEL PRODUCTS COMPANY 703 RODGERS DRIVE R3VTGN1tRT, MY 56=69 TITLE. W AND 2? StO1ES I. NGCRS DRAWING SNIT BRAVING REVIEW NUMIIER R NUMBER 7 OAT( 4/ 7/00 DATE 9/27/00 .� nS • ■ Nr.4 gull rw4NrrQ rPr Se41V39 3 N . •