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05-548-000Sealy Miami 05_ 5 H t �Ut'��c� F1 er l •. 'r �' toot CITY OF SOUTH MMMI SPECIAL INSPECTOR FORM I (We) hime been rued by tA 6 ° VeME51 1 ?)06-V-NeL ba Perform special inspee wr senim under the Building Code at the a� 'U pmect on the below listed struceues as of 2 D (date)_ I am a regiss lect Pradessioml enghwer b,oeosed m the State of Fl— da. PROCESS NUAMERS: SPECIAL INSPECTOR FOR PII.Il►+1G FBC 1822.1.24 pical PapicrOR FOR TkVSgS OVER 35FT LoN(i OR UT HIGH 2319.17 2.4.2 9ECL4 L 1NSFKMR FOR REINFORCED MASONRY, FBC 2122.4 SPECIAL IIMCTOR FOR STEEL. CMZEt (IONS, FBC 22161 SPECIAL WSPECPOiR FOR SOIL CONFACTIDN, FBC 1820.3.1 Rggg RWECPORPOR PILECASTUNITS AITA(EWIEN-15 PO FBC 1927.12 sFECIAL 1NSPECM FOR old S Nape: Ont y the nranW b+oxm appo. The following imdividoWs) employed by this firm or me are anthatmed m7 a wnWires to perform ms�p(cfii�oa �* C:). 2. 3. V)q-A A, 12 4. o at x udmzft aa>rdaori d rgrambfim s ffm hisarar dw amwrized MPWMWW is "alo w1 by e+daaaodioti or boartn,r e, ds dada assp«d tiro speckt 7ltr gtraoaaioues :tarp! Pew Acmiew as a p%festiand enjeoff or amht gradinsaafivm oar vigtocarft a hweon pvV= in civr7 or sbtwavul , Smut from an araaliaaaxr W aafkadm Irrwgrmtr • awcoW camplatiaa of dbe NCEBB Fundmumids Etmuftmom or repfsMon as buidaliar onwor or gowral c oaaAmt' ar. I, (We) wi11 notify Miiemi a County Bailali* DePXW= of any ehaatges n>ga" g au&mim4 pamanel pax£atming im� makes. I, (V6V) undWAad W It SPeCUd bs eCWr is TMW log for each b AdWg mast be displayed to a commmew badion on the site for te68anee by the Mtane- b& County Bufl&ng Dgmtauw bspector. All mandatory tnspea�aaas, as xeq ked by fie F1o" Buftng Code, u>n m be pe:sommed by the County. Tine Corm buRdang inspections ntaast be celled for on aR mandatory iimpecdotas. &Tedim by AN SPawl ll VccAor kirnd by tJrs Owner om ice_ adMm tv tba nmdatwy date' P d by Lp eaL Fc*er, npan c=apletioa of the samk under each 13ttiift Pe nk I wf71 submit to the Bdi iag Inspector at the time of fast ystspectian the coed ingmtion log form aad a sealed indicating that. lb the best of my 1mawledge, belief aid p_vksd= l I odp dm pmum of the ptbjM mffined aaboar nmet floe of the Fknds Budit Cods end aesri stnb ngp�d v�ith the appaw xd Plans. 0--tE� freer /Architect Name�. E (PRWD "_ Address 1343 Phone No. -� Od S " rod F T `l • 1 , - - 0iierle, - Lerner AIA — - Architects and Planners - Miami 13831 S W 59th Street - _ www.offlei.com J Suite 200 Mia►n1, 'Flonda ` 33183 Phone: r - 305 385 -1700 - Fax:' �'Structur d Calculations 305 385 6730 For Boca Raton, 34 S.E Fourth Street Boca Raton, Flonda _ Buckner Residence , 33432 - — Phone. 561 395 .9690 _ a Fax: - 561.395 7001 f South Miami; Florida May 20,, 2005, _ 1• `Offerle- Lerner AIA " Architects &Planners , 13831 S. W. 59`h Street; 'S'uite ; 1200 Miami, Florida 33183 - _ (305) 38S -1700 � I � r Alan D. Lerner AIA Architect #AR 0005784 `yofa;F'• S�,r'� win. "� I L•� 4f c �'�� t #AA 0003139 ��= �� .-� .��= �f;.a- I •. Architecture / Planning Facllldes Management 1, AA0003139 � f 5 ��AYr,2 1, 0 2005 7-IF NJ Jp I I-'bF'5 Cm Offerle-Lerner AIA Architects & Planners 13831 S. W. 50 Street, Suite 200 Miami, Florida 33183 (305) 385-1700 - Alan D. Lerner AIA Architect #AR 0005784 #AA 0003139 l'I 'a1 i� ' `W r n/.4 - 4 w(vM'A �I,��— -7, 7S 'f::- I fi q 1 x 48 psi 2352 kbs 35Z (r4 f-4 w14"d off,��, 3 5 28 (rt rd 404�s w-45k ) r 2 or, 5 Foor�r! f. -��j fi�/v��iSe 1.�JFr%S IS-5 5F. - 'Z3, 2Z c-,F, -/ / �,tss � 0,33 X �. ?S x �f,o � ID. 23 c, pr r ?I 111 4+ = 10,Z3 0•F, x ISO - * 23.z5 e-, F, x iSv }3�87•S So 22 5022 3S Z8 o� r •. Ln IC •• o cS - ca � Offerle- Lerner AIA v Architects & Planners 13831 S W. 59" Street, Suite 200 Miami, Florida 33183 (305) 385 -1700 Alan D. Lerner AIA Architect #AR 0005784 #AA 0003139 �I �a �Jc�.re2. c LAO A� wLUM r�Uj c� f Uri •J is, z 5. 2 S F 33.23 Fr tos PL 3 0r 5 13i V � x-392 S �►� -��� �a�-� w� I+� 5i.2s F'li X Z. FT = 10.5 S,F, 1.5 I°r, X 5 S. P I S, 6-f, 1 141 Tti� t�,,.,css Co. 3 3� X 5.'2 -5� �C �.t�,= 6• 13 f-^ ZS 4 Sf4- :....JJ ISO I� )c Offerle- Lerner AIA Architects &Planners 13831 S W. 59" Street, Suite 200 I !► Miami, Florida 33183 (305) 385 -1700 !; Alan D. Lerner AIA Architect #AR 0005784 #AA 0003139 Ds i,,f-4-0--.S (2 eA-• •1 i us� v5e (ZT 3 ©T %�s�• �- S�2 os �^1 a���r1�rIri ar a; ;: /'ti✓r ��,8 `� c7 �� ?� C1 /\ �c C 22 I- I, 33 _ 3 re3 b-21 Ai + l) s e a Use Ivl~ YK 3S x I Z V rl w ► Let cc I CS —G I I I CIO i � t.Y N W dc So �^ �`— —��- `�.-)x <Z +i,3 �a 7:. -2 _ Offerle- Lerner AIA Architects & Planners - 13831 S. W. 59`" Street, Suite 200 ;a ! Miami, Florida 33183 a (305) 385 -1700 Alan D. Lerner AIA Architect #AR 0005784 #AA 0003139 7TII -Tea 4.1, CNJ 0, 1", RI, 4.. of, /--7 ,. 40 +q �, 1. Tr- Offerle-Lerner A IA Architects & Planners 13831 S. W. 59" Street, Suite 200 Miami, Florida 33183 (305) 385-1700 Alan D. Lerner AIA Architect #AR 0005784 #AA 0003139 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations A Building Systems :ornolarce wdn Method C d Chanter 6 of the Ronda Enerov Etbaencv Code maybe demonstated br to use of Form 600G01 for addoors d 600 square leer a less, see- mstabd ccmpmea d mannlacbred Mmes, and rwwa�mc to am6 ar.A mlMvni...oe.ln.rae 111 n t.n .r d-k nor n.....1n.r 1... AAI- !,- -4 C...... W MAI m AMA lII SMALL ADDITIONS TO EXISTING REffiIEWCES (600 Square last a less of condtioned area) Resa" pNuremenls in Tables 6C.1, 6C-2 and 6C -3 appp only to the camionerls of tie addmon, not to the en* ridding Space heaft ow$4 and wafer hoaMg equprnert d¢aancy levels meat be met only when egmpred s m;ta ial spealcaly to serve the addition or is being nstaled m mMarUon wdh the addition consbucbon components separating un= doomed spaces ban mrrdbmed spams must meet tw pesoM mmmen nsnlalon link RENDVATIONS (ResrdmU bAbp w dwgong renmabora msling more ten 30%d the assessed value of the blsldetg) Prescriptive regaeemats in Tables 6C-I and 6C-2 apply only to to mmpona is and equpmem burg renovated or replaced MANUFAC LRED HOMES AND BIAIlMNGS Only site-installed o mponerits and features are covered by tits loam BI11=G SYSTEMS Comply whet complete new system is nsWed Please Print C K 1.. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft ) 5. Predominant eave overhang (ft.) 6. - Glass area and type: a Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation Fl-value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation Fl-value) •11. Cooling system' (Types: central, room unit, package terminal A C., gas, existing, none) 12. Heating system': (types: heat pump, elec. strip, natural gas, L P gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System': a. Backilow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed' (Yes/No) 14. Hot water system: (Types- elec. natural gas, other, epstiOb; • Pertains to manufactured homes,Vxl 5lte IgA IIe�Qp�pne�r4� 1. Al: >D f-t•1 cra 2. S. t' Dfl 3. 4. 5. _III- 411 Single Pane Double Pane 6a. sq. ft, sq. ft. 6b. i0.0 sq. ft. - sq. ft. 7. UP % 8a. R= 4(. lin. ft. 8b. R= sq. ft. 8C. R= - sq. ft. 8d. R= - sq. ft. Se. R= - sq. ft. 9a -1 R= 5 • p 304 sq. ft. 9a -2 R= - sq. ft. 9b-1 R= - - sq. ft. 9b -2 R= T - sq. ft. 9c 10a. R= 3C> 27 3 sq. ft. 10b. R= -- - sq. ft. GEN7n•DL- 11. Type: Mimi - 5pL47- SEER/EER: 10. o 12. Type: H CbT P I IM P HSPF /COP /AFUE: - 3 - (D 13a. 'tA A. 13b 14 A 14. Type: &i e-r- EF: 89 PROJECT NAME: AND ADDRESS: .a s, BUILDER: , yJ , PERMITTING OFFICE:-So o T'1+ M t A-i&4 I CLIMATE ZONE: 7 11 KA 8 9 u ; j OWNER: "R a 6 ^3 !' •� J ` C442- PERNR NO' JURISDICTION NO.: Z. SMALL ADDITIONS TO EXISTING REffiIEWCES (600 Square last a less of condtioned area) Resa" pNuremenls in Tables 6C.1, 6C-2 and 6C -3 appp only to the camionerls of tie addmon, not to the en* ridding Space heaft ow$4 and wafer hoaMg equprnert d¢aancy levels meat be met only when egmpred s m;ta ial spealcaly to serve the addition or is being nstaled m mMarUon wdh the addition consbucbon components separating un= doomed spaces ban mrrdbmed spams must meet tw pesoM mmmen nsnlalon link RENDVATIONS (ResrdmU bAbp w dwgong renmabora msling more ten 30%d the assessed value of the blsldetg) Prescriptive regaeemats in Tables 6C-I and 6C-2 apply only to to mmpona is and equpmem burg renovated or replaced MANUFAC LRED HOMES AND BIAIlMNGS Only site-installed o mponerits and features are covered by tits loam BI11=G SYSTEMS Comply whet complete new system is nsWed Please Print C K 1.. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft ) 5. Predominant eave overhang (ft.) 6. - Glass area and type: a Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation Fl-value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation Fl-value) •11. Cooling system' (Types: central, room unit, package terminal A C., gas, existing, none) 12. Heating system': (types: heat pump, elec. strip, natural gas, L P gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System': a. Backilow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed' (Yes/No) 14. Hot water system: (Types- elec. natural gas, other, epstiOb; • Pertains to manufactured homes,Vxl 5lte IgA IIe�Qp�pne�r4� 1. Al: >D f-t•1 cra 2. S. t' Dfl 3. 4. 5. _III- 411 Single Pane Double Pane 6a. sq. ft, sq. ft. 6b. i0.0 sq. ft. - sq. ft. 7. UP % 8a. R= 4(. lin. ft. 8b. R= sq. ft. 8C. R= - sq. ft. 8d. R= - sq. ft. Se. R= - sq. ft. 9a -1 R= 5 • p 304 sq. ft. 9a -2 R= - sq. ft. 9b-1 R= - - sq. ft. 9b -2 R= T - sq. ft. 9c 10a. R= 3C> 27 3 sq. ft. 10b. R= -- - sq. ft. GEN7n•DL- 11. Type: Mimi - 5pL47- SEER/EER: 10. o 12. Type: H CbT P I IM P HSPF /COP /AFUE: - 3 - (D 13a. 'tA A. 13b 14 A 14. Type: &i e-r- EF: 89 �o y•�.•a�ra / /may /A • I hereby certrfyythal n an ufi4 etftb f4ecalculalon rein Review of plans and specifications covered bytis calculation indicates comphance Code Before construction dus budding will be compliance wrth the I E y � , with the Flonda Energy is completed inspected for compliance m accordance with Section 553 909, � S PREPARED BY _ _ DAtE I hereby certify Ir�I s u plea ce with the Florida Energy C BUILDING OFFICIAL OWNER AGE Q DRTE d DATE: _ -- - - -- FLORIDA BUILP&COD - UILDING (Revised Nov�inber, 2 1) 13.205 Climate Zones 7 8 9 TABLE 6GI PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 So FL and Lessl RENOVATIONS TO EXISTING BUILDINGS AND SITE- INSTAI LED COMPONENTS OF MANUFACTURFD HOMrz TART F W-9- PRCCCRIPTNC QCff111QCa7k1uTC CAQ f!r ACC ADCAe ru Ann- un n•n v ' Sao TWe 6-3.8.7 Maximum Percentat glass to Door area al MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY ur Concrete Block Frame, 2'x 4 R -5 R-11 Double � Central A/C - split SEER = 100 SEER = _O a Frame, 2 x 6 R -19 =3 Pkg SEER 97 SEER = 3 Common, Frame R -11 S Room unit or PTAC Ella '= 8 5' EER = 2'-.87 1'-.75 0'-.57 1 "- .78 0'- 61 3'-.87 2'-.75 1'-.57 0'-.39 Common, Masonry R -3 3-.78 2 - .61 1 '- .44 0'-.35 Get caddied SHGC from the manufacturer or use defaults: Single dear SHGC =.87, double dear SHGC =.78. and single Ent SHGC =.75. Electric Resislarice ' ' ' u ' " ANY TABLE 6C-3 MMMUM REQUIREMENTS FOR ALL PACKAGES _ SECTION Wider Attic R -30 (�- �y O - <$ ingle Assembly, Enclosed Exterior Windows.& Doors Heal pump Split I HSPF '_ 6 8 ' HSPF =:off Sole & Top Plates z Frame R -19 Recessed Lighting 606.1 Single Pkg HSPF = 66 HSPF = , =u U Metal Pans Single Assembly, Open R -13 R -10 a w Room unit or PTHP COP = 2 7' HSPF/ _ 606.1 OAmbustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Common, Frame R•11 a ,ai, Gas, natural or propane AFUE = 78 COP AFUE _ 612.1 ¢ Slab-on-grade No Minimum p O Raised Wood R -11 612,1- Fuel Oil AFUE _ .78 AFUE = 610.1 i O Raised Concrete R -5 607.1 Separate readily accessible manual or automatic thermostat for each system. ,/ LL Common, Frame R,11,' % w = a Electric Resistance Gas; Natural or L.P. EF = 88 EF = 54 EF = � EF = In unconditioned space u • -R-6 - • ` o In conditioned space No minimum Fuel Oct EF 54 EF = - TART F W-9- PRCCCRIPTNC QCff111QCa7k1uTC CAQ f!r ACC ADCAe ru Ann- un n•n v ' Sao TWe 6-3.8.7 Maximum Percentat glass to Door area al ed Is selected bv We. overhang length. and solar heat qaln coefficient. Maximum% = 29 1 lalled % = 2!0 GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TU 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double l'-.87 0'-.75 0'- .78 2'-.87 1'-.75 0'-.57 1 "- .78 0'- 61 3'-.87 2'-.75 1'-.57 0'-.39 2'-.78 1'-.61 0'- .44 4 "- .87 3'-.75 2'-.57 1'-.39 .39 3-.78 2 - .61 1 '- .44 0'-.35 Get caddied SHGC from the manufacturer or use defaults: Single dear SHGC =.87, double dear SHGC =.78. and single Ent SHGC =.75. TABLE 6C-3 MMMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, as eted . weather-stripped or otherwise sealed Exterior Windows.& Doors 606.1• • Max. 0.3 dm/s .M. window area; .5 dm/s .It door area. Sole & Top Plates 60641 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations two alternatives allow Mult"llory Houses 606.1 Air barrier on perimeter of floor cavity between floors Exhaust Fans 6061 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heat 606.1 OAmbustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or dearly marked circuit breaker (electric) or cutoff loss) must be Provided. External or buflt+ for vertical pipe dsers. � Swimming Pools & Spas 612.1 Spas & healed pools must have covers (except solar heated). Non - commercial pools must have a m timer. Gass a & pool heaters must have minimm u thermal efficiency of 78 %. N� Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units Shower Heads 612,1- I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. N HVAC Duct Construction, - Insulation & Installation 1 610.1 i All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and 'installed in accordance with the criteria of Section 610.1. Duds in attics must be insulated to a muumum of R-6 HVAC Conjrpls : 7 607.1 Separate readily accessible manual or automatic thermostat for each system. ,/ UeNcruiLlxrcul MPO 1. On Table 6C-1 indicate he R•valua d he i sdaboa tiwq added to quit canpahed and he of oiencylevels of he equgxnerd bang installed. N R•vakres and d kencies i sided must meet or e=¢eed he rtvunun values listed Coinpcuenls and equpnied neiilher being added nor rermialed may be left blank. 2 ADDITIONS OILY. Ddm ne he Percentage of new glass to conditioned floor area in die addson as bows Total he areas at all lass w x1m. siring glass doors and glass door panels. Do & he area M all rm vglcal root glass and add it to the prevmus total. Wheg glasy n am" fxterq orals a being removed of enclosed by he addition, an amount equal to the lolal area of its glass may be sbtracled from he total glass area. Duvde he a*tsted glass area total byhxxdioredlaaeoltl, ad6h b6CPrpesgHenbyhetypedglass N F g g hk ry (Srigle or Double parse) arid he mocha g (OH) paired with a Solar heal gain coefficient (SHGC) For a garen glass ype and overhang, he mnort rn solar heal gam coelfiaed alowed s specbed. Actual glass vnndows and doors previously, n the edenorwahof he house and bengreastalednlreaddtmdonot love boompywulrliewedwg and solar beat gancodklandre ¢arematson Table 6C -2 All newglatsniheadditniusl meet the requremend for one of the options in he glass peuanlage category you ndicaled The oredwng (OK) distarre is measured perpen6a/ary from he We of lie glass to a pond directly under the oute timi edge at the overtang 3 RENOVATIONS ONLY Replacementglasq needs tomeet he killo" iequramess Anyglass type and solar heat gain coef6,:ren1 may be used for glass areas whrh are under at least a two trot overhang and wtose lowest edge does rot eoW kdw twin 8 bet fan the ovwtw% Glass areas bang renovated that do not mod this cideia mist be aher s hgle-paI10 Wed, double -pane dear or double -pane bntad 4 BUILDING SYSTEMS Comply Mu new system is installed for system nstalerl 5 Complete the udormatian requested on he lap hat of Page t 6 Read WArwnun Rerpuarheos for Small Additions and Renovations'. Table 6C•1. and check all applicable arms 7 Read• sigh and date he'OrnerfAgenr cahfrabon statement on page I 13 206 (Revised November, 2001) FLORIDA BUILDING CODE - BUILDING NW ai a. FMI MIAMIDAOE- PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. 0. Box 80) Montgomery ,MN 56069 NIIAMI -DADS COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ME11ZO -DADE FLAGLER BUILDINC4•�• 140 WESI [ LAGLER SWEIir. SUM 1663 • • • llritAU. FLOI1,li)%A 30 -1563 : (304 375 -2 :01 FAX13"0375.29M •0000. •••. • • ColYlilblC'rolt I,ICF 1�lb'�,4" sF:CrIW • • • • (3Q5)3;P-2527 IW\ (305) 375 -2538 CON1111ACioll I: 011CFAIF,OW 00 666 DIVISIOIN 0000 (3'b1)* 5.2966 FA.t (3051373.2908 ' • • • 0.00.0 V110DWer Co, 'r1" y'i� ot,ulvhlov ¢0j)97 ;2902 FAX ( 5)373-633,9 Your application for Notice of Acceptance (NOA) of: •• • . . .... .... USP Lumber Connectors 0 ' under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate^epals agd,71pes of " "• Construction, and completely described herein, has been recommended for acceptance ly the Miami bade ••�• 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. If 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0912.05 EXPIRES: 10/09/2008 Raul tcoarlgucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEED 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. APPROVED: 11 /01 12001 9-0�_ �i" Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office Ib04500011pc200011templateslnotJce acceptance cover page.dot Internet mail address: Il ostmaster (a�lluildiilgcodeonline.com 0 Homepage: htti ): / /www.buildingcodconline.com United Steel Products Company. ACCEPTANCE NO: 01- 0912.Oi APPROVED: H�Y•� } "• ••'••' . : . ... ..... EXPIRES: 10/OT2ea8 •" : .... •be**: NOTICE OF ACCEPTANCE: SPECIFIC CONDITION* 1. SCOPE see*:* 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued.on 17607/20ir �etpproves wood connectors, as described in Section 2 of this Notice of Acceptance, designed to: comply with thesouth • Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, For the locations wlRre thOACRtal loads." as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawine?e ... .... .... 2. PRODUCT DESCRIPTION : :: • • • • • • • • 2.1 The USP Wood Connectors shall be fiibricatcd and used in strict compliance with thb'fb Mving documents, Drawing No, MDADE and sheets I of I, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10106100 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 loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per AS'I'M D 1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata, 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approvcd 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 tite 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 . United SUM Products Company, ACCEPTANCE NO: 01- 0912.0-5 APPROVED: 0 t ?nrt 0000. .. .�. . 0 0 . . 0 000 0000. EXPIRES: 10402008 0.00 • . 0000 0000.. NOTICE OF ACCEPTANCE STANDARD CONDITIOWS . .. .. 0000.. I. Renewal of this Acceptance (approval) shall be considcrcd after a renewal application hps bceit f iletlond tltc origimaL a :9 submitted documentation, including test supporting data, engineering documents, arc no oltlur than QAtM years. 0. 2. Any and all approved products shall be permanently labeled will[ (lie manufacturer's name, city, state•ipfd the following statement: "Miami -Dade County Product Control Approved ", or as specificaMly stated in the %rt tilic conditions of this Acceptance. 000,100 0000 0000 000000 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) f f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; (I) "fhe 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 fce) 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, advcrtising orally other purpose. 6. The Notice of Acceptance number preceded by (lie 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 Acccptancc slialI be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. --4 �- Cnndido Pont, PE, Sr. Product Control Exnmincr Product Control Division END OFT[ I IS ACCEPTANCE 3 1 L RT RA= TER TIE SERIES 14 GAUGE Product Code Dimension L Fasteners 16d Allowable Load Down 100% Uplift 133% RT8 e" 6 340 — RT10 10" 6 455 6 RT12 12" 8 455 16" RT14 1 14" 10 565 755 RT16 16" 12 680 905 RT18 18" 14 795 1020 RT20 20" 16 905 1020 RT22 22" 18 1020 1020 RT24 24" 18 1020 I 1020 RT'28 28" 18 1020 1020 RT30 30" 18 1020 1020 RT32 32" 18 1020 _ 1020 RT34 34" 18 1020 1020 RT36 36" 18 1020 1020 RT38 38" 18 1020 1020 i RT40 40" 18 1020 1020 RT44 f 44" 18 1020 1020 RT48 48" 18 1020 1020 TA / -AR TRUSS ANCHOR SERIES 14 GAUGE OL r GENERAL NOTES V STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33J AND A MIP41HUM GAL VANIZCD COATING OF G90 e) FASTENERS ARE C3K4ON VIRE NAILS UNLESS 13THERVISE N07ED 33 ALLGVADLC UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERN DURATION FACTOR OF 337 FOR WIND LOAD C(INDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLC DOWN LOADS AR. NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON rHE NATIONAL DCSIGN SPECJrICATIONS rOR WOOD C3NSIRUC71UN 3993 EDITION L 1993 ERRATA, FOR SCUTHERN YELLOW PINE (G- 0.55 OR BETTER) L TES' PERFORMED IN ACCORDANCE WITH ASTH 01761 Product Code Dimension Length Fastener 10d x 1.5" Allowable Load Uplift L1 12 TA121TA12R 12" 5 — 215 245 TA141TA14R 14" 6 830 215 245 TA161TAISR 16" 6 830 215 245 TAINTA1814 18" 7 970 215 345 TA201TA20R M.. 9 1040 215 345 TA221TA22R 22" 10 1155 255 345 TA24.TA24R V.. 11 1270 255 345 rVODes -1] L-I are IOaas applied parallel to bearing wall 2) L2 are loads applied perpendicular to bearing wall 3) NSnimum embedment of ties 4" 4) Allowable loads for uplift, L1 and L2 are not to be combined 5) Minimum nail penetration 15" 1) Number of fasteners shall be equally divided between rafter and s 2) Penetration Is assumed to be 1 UT' into wood UI,40.3 hi CCr.1'Ws.6 tW6 HE SOOT11 FLDRIDA BrOW116 CODE OAT- ltt P'D?PL ni1lz10R IVILDING CODE COMPLABCE OFFICE AcciPThRCE CO 0!'0912.05 1. TA R � v TA dWd7'EDD S_�W•BAfP J'fi@DL'CTS COAtPANY 1U R&CNS uryVL N4DTIM ." — -", oNarc cw" -73" • • • • "AT AN; *�' SERIES TNG"S ALLEN KCLDEN 40 /06 /000 PFWZCSSICNA_ [NGINE[C (C1VJ,> fL D A R[G N0. 5009^ uc•r • r.rr. • •• •) • •• 1 MDnOE ••• ••• • • • •••• • • • • • • • • • ••••• ••• • • • • • • • • • • • • • • • • • • •••• ••• • • ••••• ••• •••• • ••••• • • 1. TA R � v TA dWd7'EDD S_�W•BAfP J'fi@DL'CTS COAtPANY 1U R&CNS uryVL N4DTIM ." — -", oNarc cw" -73" • • • • "AT AN; *�' SERIES TNG"S ALLEN KCLDEN 40 /06 /000 PFWZCSSICNA_ [NGINE[C (C1VJ,> fL D A R[G N0. 5009^ uc•r • r.rr. • •• •) • •• 1 MDnOE ••• ••• • • • •••• • • • • • • • • • ••••• ••• • • • • • • • • • • • • • • • • • • •••• ••• • • ••••• ••• MIAMIDADE MIA-11 -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (11CCO) 140 WEST FLAGLER STREET, S1111'E 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) United Steel Products Co. 703 Rogers Drive. • • • • • • • Montgomery, [YIN 56069 ;••.•; .••. SCOPE: •••• This NOA is being issued under the applicable rules and regulations governing the use of •onstruction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control-*Qi'vj %ien and'jectpied by the Board of Rules and Appeals (BORA) 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 Cdunty:Prodt".Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the:ligkt to have this product or material tested for quality assurance purposes. If this product or materiel f jils to perfbnp in the accepted manner, the manufacturer will incur the expense of such testing and the :�kI-f1 Tray imtt*11tately revoke, modify, or suspend the use of such product or material within their jurisdiction. Bl!flff? 1'eserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors RT3, RT7, RT10, RT15, RT16 S RT20. APPROVAL DOCUMENT: Drawing No.101 -02, Sheets 1 through 3 of -3, titled "RT3, RT7, RT10, R115, R'I'16 s: RT20 (Rafter Ties)," dated 03/18/02, prepared by United Steel Products Company signed and scaled by R. W. Lutz, PE., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ", unless otherwise noted herein. 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. TEMMINATION 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 -Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displavcd, 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 0126.05 _ Expiration Date: May 02, 2007 Approval Date: May 02, 2002 Page 1 2 I/, 1 g /j6� r 21 !0 13/4' RT10 RT20 RT RAFTER TTF" 'RFPTI -1;Z GENERAL NOTES 1) STEEL SMALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33. AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE MAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITION. NO FURTHER 4) ALLOWABLESLOADSSWARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE CG= 055 OR BETTER 6 MOISTURE CONTENT OF 19% OR LESS. ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM 01761. 5) PENETRATION IS ASSUMED TO BE 1 1/2' INTO VOOB RAFTER 6 STUD. AND 1 5 /8' (Bd) AND 1 3/4' C10d) OR MORE INTO WOOD PLATE. PRODUCT CODE FASTENERS SCHEDULE ALLOWABLE LOADS RAFTER/ TRUSS PLATE GA STUD DF -L / SYP L1 L2 UPLIFT 8d x 1 -112 1337 133% 1337 1337 RT10 RT20 (6) 8d (8) lOd x 1 -1/2 C8) 8d C4) loci 1 1 18 16 1 (6) 8d (9) loci x 1 -112 170 --- 160 1 495 1925 495 925 NOTES 1) L1 ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT TO BE COMBINED. �h .r, UNITED STEEL PRODUCTS COMPAN 703 ROGERS DRIVE, HWGDWM, W 56069 PHONE CS07) 364 -7333 NAME, : Rrl-0 & • 2 • • • �FRAFT ER•• IE DATE •••• i2t UT W L UTZ •••. 3/18/02 PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 • ••• • • • SHEET 2 ❑; • • • :1? RAVING NO? • •� •.107 -02: �• MDADE • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • ••••• ••• • • • • • • • • • • • • • • • • • • 0000 000 • • ••••• ••• t 9/Ib r 7 3 1 /I6 RT15 1 9/16 i/2 6 1/z R T 16 RT RAFTER TIE SERIES 1P rAl If:C" r.Ai \/TKIT-7rn PRODUCT CODE FASTENERS SCHEDULE ALLOWABLE LOADS RAFTER/ TRUSS PLATE STUD DF -L / SYP Ll L2 UPLIFT 8d x 1 -112 133% 133% 133% 133% RT15 (5) 8d x 1 -112 1 (5) 8d -- -- 445 255 465 465 RT16 (8) 8d x 1 -1/2 1 (8) 8d -- -- 540 370 890 890 GENERAL NOTES I) STEEL SMALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33. AND A MINIMUM GAL VINIZED COATING OF G9o. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR VIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER, AND MOISTURE CONTENT OF ACCORD�E ALL TESTS ASTMSD176RFORMED IN 5) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD NOTES- r RAFTER 6 1 5/8' OR MORE INTO WOOD PLATE UNITED STEEL PRODUCTS COMPANY 1) L 1 ARE LOADS APPLIED 703 ROGERS DRIVE, MONTGD OY, KK 56069 PHONE (507) 364 -7333 PARALLEL TO BEARING WALL /' NAME:••RTAF 0 ••RT•Iv$)•• • 2) L2 ARE LOADS APPLIED pov DATE.... I/l$fpz ROBERT OW. LdTZ • • PERPENDICULAR TO BEARING WALL. �.l�,t^- ti ' PRIFEss1bAAL EN(IftttR (STRUCTURAL) FLORIDA REG. NO. 55409 3) ALLOWABLE LOADS FOR UPLIFT, SHEET DRArjyG'''o' • L1 & L2 ARE NOT TO BE COMBINED, 3� �•� X01- =0c�'• MDADE ..... . . ..... . . . ••• • •.• ... ... . . . .... . . . . . . . . . ..... ... . . . . . . . . . . . .. .. . . . .... ... . . ..... ... e r 0 RT3 PRODUCT CODE RT3 RT7 0 ee RT7 RT RAFTER TIE SERIES 18 GAUGE FASTENERS SCHEDULE RAFTER/ L1 TRUSS PLATE STUD 1337 (4) 8d (4) 8d - 180 (5) 8d 771 75 - NOTES 1) Ll ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, Ll & L2 ARE NOT TO BE COMBINED. L ' �l a GENERAL NOTES i) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATINQ OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SMART TERN DURATION FACTOR OF 33Z FOR WIND LOAD CONDITION. NO FURTHER 1) ALLOWABLESLOADSWARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER, AND MOISTURE CONTENT OF 19% OR LESS). ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) PENETRATION IS ASSUMED TO BE l 1/2' INTO WOOD RAFTER 1L 1 5 /8' OR MORE INTO WOOD PLATE. ALLOWABLE LOADS DF -L / SYP L2 UPLIFT 8d x 1 -1/2 ^rr�,n+t.ampl)n :;�,imr► Flari; ;a GL '.i /CnJc nona_ ui2 a DhIsloIl�dc ctConhol 1)h lslon 1337 133% 133% 140 365 1 365 125 505 505 UNITED STEEL PRODUCTS COMPANY 703 ROGER$ DRIVE, MONTGMY, W 56069 PHONE (507) 361 -7333 NAME, RT3 & RT7 :tt�AF'r��•YI� >•••• �•••• • DATE, 3iIIVC 2 RO RT 4L LUTZ •••• SSIONRL• ENGIMLOCR (STRUCTURAL) FLORIDA REG. NO. 55409 THEE I CIF • PRAWJV� N[ • • MDADE • • • • • • • • • • •• • • • ••• • ••• F/I - M I A M I -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Conapuny 703 Rogers Drive (1'. O. Box 80) Montgomery ,MN 56069 NIIANII -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING COW. COMPLIANCE OFFICF \IF-.1 RO -DADE. FLAGLi'lt BUILn1NIC, 140 1\'t;S'I' l'I.r\(il.1:R STREM'. SU17'Ii 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -!9118 rO, ;y(Yv-rOR t.l(;�,%Sl�-Wi NL(-r1(* • ()US)!1S•3i ?? FAK jlo3) 375 -:�!(S • CU,,\- i' It1l�CT 'AR£,VFUIt�?yt14.T;t'uIV1:QAV • • (303) 375. 296 +AX4305) 375 -dWA9e • • I'ItUl1LIC1' C'Ua\ I'I(Ul, nl1'INI )V • (3uS).�7S- 29uiF.ti;t�3)373Z�Jti :• Your application for Notice of Acceptance (NOA) of: 0000 • Wood Connectors :00000 0••000 under Chapter S of the Code of Miami -Dade County governing the use of AlternhAterials and Types•ol' Construction, and completely described herein, has been recommended for accep13nee:6y thef4huiii- Dage•••• County Building Code Compliance Ottice (BCCO) under the conditions specitiAl herein. •••• • • • • This NOA shall not be valid after-the expiration date stated below. BCCO resejucilie right to secure dais; product or material at any time from a jobsite or manufacturer's plant for quality control testing. If tlis0.0 product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend (lie use oi' stacla product or material immediately. BCCO reserves (lie right to revoke this approval, if it is determined by BCCO that this product or ma(crial fails to meet the requirements of the South Florida Building Code. The expense ofsuch testing will be incurred by the manul:icturer. ACCEPTANCE NO.: 02- 0102.05 EXPIRES: 02115/2007 Raul Rodriguez. Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITiONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REViEW COINIMITTEE This application for Product Approval has been rc%,ic%ved by the BCCO and approved by the Building Code and Product Review Committee to be used in IMintni -vatic County, Florida under the conditions set forth nbovc. APi'ROVED: 01131/2002 Francisco J. Quintana. R.A. Director Minnii -Dade County Building Code Compliance Office IU0450001tpc2000ltcemplueslnodce acceptance cover psle.dot Internet mail address- post mslster@buiIdingcodeonIine .coin 0 Homepnge: Ititp : / /%vwiv.buildiogcodconline.com United Steel Products Co. ACCEPTANCE No.: 02- 0102.05 APPROVED: January 31, 2002 EXPIRES: February 15, 2007 6 6,6,6 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION& •• . . . ... 0000. 1. SCOI'C 1.1 This renews Notice of Acceptance (NOA) Nu. 01- 1015.02, which was issuedmon Novembe't•$'2001. It renews the approval of a wood connector, as described in Section 2 of Milis OpA, dtsislie to �•�.�� comply with the South Florida Building Code (SFf3C), 1994 Edition for Nli;yytljttdc CQuIlij, li ►r .• the locations where the pressure requirements, as determined by 517DC Chapter 23, tto wot exceed •060:0 0000.. the Design Pressure Rating values indicated in the approval drawings. ••; • . . 6 6 , 2. PRODUCT DESCRIPTION ' ' "" "" 0060 0 2.1 The USI' Wood Connectors and its components shall be constructed in stricl6sou'PlianeiN&Vilh the '0000' following dOCUnletlt: Drawing No CLPIlF, Sheets 1 of I, titled "Wood Coiil tots," piep<•ttcd by the manufacturer, dated 9/21/01, signed and sealed by 'fhomas Kolden, the Miami - Dade County Product Control renewal stamp with the NOA number and expiration date by the 0 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 manulacturers name or logo. city, state and Following statement: "NI ianti -Dade County Product Control Approved ". 6. BUILDING PERIVIIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies ol'the lollowing: 6.1.1 This Notice ofAcceptance 6.1.2 Duplicate copies of the approvcd drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected f or the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SF13C) in order to properly evaluate the installation of this system. Raul Rodr' uez, Chief Product Control Division 2 United Steel Products Co. ACCEPTANCE No.: 02- 0102.05 APPROVED: January 31, 2002 EXPIRES: . February 15, 2007 NOTICE, OF ACCEPTANCE': STANDARD C0NI)IT1O1& :.: ...... .... 1. Renewal of this Acceptance: (approval) shall be cunsidered uflcr a renewal application has beeti Bled and the original submitted docurllentation, including test supporting data, engineedng Jgcunleil;, 4 ;e no older than eight (3) years. • 2. Any and all approved products shall be permanently labeled with the nlanufacturcc's n,-uue, citSy;'st:lt�, and the following statement: "Miami -Dade County Product Control Approved ", oi.,Ys7 sl�ecilicall)• stated in the specific conditions of this Acceptance. ••;• 3. Renewals of Acceptance will not be considered if: • • • •' • • •' • • • u) There has been a change in the South Florida Building Code affecting the eval;ation�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 [lie correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture ol'the product or process shall automatically be cause for termination of this Acceptance;, unless prior %%riucn approv it has been tequcsted (through the filing; ol'a revision application with appropriate log) and granted by this office. 5. Any ofthe fullowing shall also be grounds liar removal of this Acceptance: a) Unsatislaclory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose, G. 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 dOCURMItS, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at t(le job site at all time. The engineer need not reseal the copies Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice orAcceptnncc consists of pages I, 2 and this last page 3. F.ND Of THIS ACCEPTANCE aul Rodriguez, Cflief Product Control Division •• BUTTERFLY HANGER (CLPBF) -- PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS V H HEADER JOIST OOVNWUIRD 6d Od CLPDF • 10 1 9/16 • 3 12 3 815 - 015 - 12 • 6 815 B15 . CLPBF• 3 18 2 5/8 • 2 1/2. 12 • 6 815 015- PRODUCT RENEWED ;AOCOT,M14M ai• -a0i. •or F)O'IYATweI DA S ��7 COMMOLD Nt�11j)vm CODBCo%jnAAN OPTICS 1) THE APPROVED PRODUCTS S"ALL BC HADC OF STCCL COITORMING TO AST" A633 STRuCTUAAL DUALITY GRADE 33 ("1N. TICLD 33 KSt) AND A NININ M CALVAN12CD COATING Or G60 PER ASTM A924. lti FAsTEIICRS ARC COMMON VIBE NAILS "" "SS OTMCRVISC NDTCD . - 3) At�.11+.9SeLLAt�Od 5 V AG"TLOnNeC. WITH T}EttnlaLlF/KSuDtllS1NSTILVCT IW G 31U'b N•Tles oP AGCEPTn»CE A13D 'T-G tiPPU cAq..E -s l:,cctoue or "VE S.F.O.C. 4) ALLOWABLE LOADS ARC BASED ON THC NATIONAL DCSIGN SPCCirICAT1DN FDR WOOD CONSTRUCTION 1971 COITION L 1993 CRRATA, FOR SOUTHERN PINE (SG-M55 OR DCTTCR) AND TCSI PERFORMANCC IN ACCORDANCE V1T" ASTH D -17LL S) ALLOVAOI•C LOADS rOR WIND (UPLIFT HAVE ALREADY OCCH INCRCASCD BY A DURATION LOAD Or 337 AMU NO OTNCR INCREASE IS ALLOVCD. FOR OFFICE USE UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY FIN 56069 APpmw As coup 6 fm NE son RMA DDMB 1 o By ..� �� WOOD CONNECTORS �c' PRCT W11 l Dlf/ BOD ��• 6011D1i6 CDDf EOAPIIAR� ME sees • sees• • • • • • •• • sees • • • • L DRAVPNG NLMBER. f T1l7MAS ML _�KQg'DEN, P.E •LSMR*•AUMBER.• 1_ FLUSM99 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• Go • • • ••• • ••• • • • *06 • • • sees • • • • • • • • • sees• • • • • • • • • • • • • • •• • •• • • • sees ••• • • 00.00 000 MM I.DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICF: Nit :I RO.DAm: ri.nucit BUILDING Ian wl'sT r1.AGLLIt S'I RLCr. SUI 11, 1601 MIANII. I•LORIDA 33130.1563 (305) 375.2901 I'AX (305) 375.21)ns CONTRAC1 Oil LIC ENSINC tiF:C:I 10N (305) 375.2527 1 AX (305) 375.2558 • C'ONTRACI I)II ENF'ORC'F SILN 1' DIVISIO..... (3051375-2966 rA X03075.2908 1- 101)trc) cON'1 Ifol! brvisiol 0 0 0 • ( )3744902 I AU01054 372.6334 • Your application for Notice of Accentance (NOA) of- 9 000090 •0006• Wood Connectors 00 00 0 under Chapter 8 of the Code of Miami -Dade County governing the use of AlternateMatedals asal;yEes of Construction, and completely described herein, has been recommended for acceptant e by the Mj;m1 -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 reserve!? the right tdS@�ure this. " ". product or material at any time from a jobsite or manufacturer's plant for quality control testin4601f this: : product or material fails to perform in the approved manner, BCCO may revoke, ;tiodif3+, or S�ql end the „�0 use of such product or material immediately. BCCO reserves the right to revokl."&:approval, if it is: determined by BCCO that this product or material fails to meet the requirement-, of the South Florida• Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0724.06 EXPIRES: 10101/2006 Raul Rodriguez Chicf 1'rodL)Ct Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 forth above. APPROVED: 09/20/2001 Francisco J. Quintana, R.A Director Miami -Dade County Building Code Compliance Office % ks045000I \pc2000\Icemplacesknotice acceptance cover page.dot Internet mail address: postinaster @I)uildiltgcodconline.com 0 Flontepage: litip:/ /www.builclingeodeonliiie.cotti United Steel Products Company. ACCEPTANCE NO: 01- 0724.06 APPROVED: SEP 2 0 2001 EX PI IZ ES: 10/01/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS t. SCOPE • 1.1 This revises the Notice of Acceptance No. 00 -1215 03, which was issued on 03/01/2001 It approves wood connectors, as described to Section 2 of this Notice of Acceptance, designed to cono *% %h the SOUih Vionda : Budding Code (SFBC), 1994 Edition for Nlrami -Dade County For the localions where 04.1Ctu. 'll Toads as .... . . .... . . determined by SFBC Chapter 23, do not exceed the design load indicated in the approved irawrrt� 2. PRODUCT DESCRIPTION • • • 2.1 The United Steel Wood Connectors shall be fabricated and used ill strict contpliall%, Y%j11 the f4;11 ldg documents: Drawing No. NFM & DTC -HSU, sheet 1 and 2 of 2, titled "Wood Connectors ", prepared V United.•:• Steel Products Company, dated 07/16/01 with no revisions The drawings shall bear the Miami -I <re bounty Product Control Approval stamp with the Notice of Acceptance number and approval d.ite by the Miami -Dade Product Control Division These documents shall hereinafter be referred to as the approved drawhfir. •" 3. LIMITATIONS .. . .... .... 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0 55 and itipisQrri; conten't'o'PI c)% or.". : less. 666946 : 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved dra%�mgs 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 ur 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 United Steel Protlucts Company. ACCEP'T'ANCE NO: 01- 0724.06 APPIZOVED: SEP 2 0 2001 E X I' l 1t I:S: 10/01/2006 NOTICE OF ACCEPTANCE. S'T'ANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the origu�al0 •• submitted documentation, including test supporting data, engineering documents, are no older than eiglij (8jycnrs 0000 2. Any and all approved products shall be permanently labeled with the ruanufncturer's nanj"t� state, audlhc .••••. following statement: "Miami -Dade County Product Control Approved ", or as specifically suited in tl "x0lic :0000: conditions of this Acceptance. 0 0 . . 00090: 9 9 0 6 9 9 3. Renewals of Acceptance will not be considered if: •••• 0 0 • a) There has been a change in the South Florida Building Code affecting the evaluation of Mis product A4.fke{iroducP0000 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 %vith all the requirements of this acceptance, iijcluding the correCl. ,••••; installation of the product; • .. . 0000 0000 d) The engineer who originally prepared, signed and sealed the required documentation initi*.ally.�stlinittcdts0uo long er••0 practicing the engineering profession. 0000.. J. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically he cause for termination of this Acceptance, unless prior %%rittcn approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this all-ice 5. Any of the following shall also be grounds for removal ofthis Acceptance: :i) 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 (lie 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 tinic 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 I, 2 and this last page 3. andido Font, I'll, Sr. Product Control Examincr Product Control Division END Of THIS ACCEPTANCE 3 Product Code M 1 1 DlmLnscr:s rexeners Design LDedS Flan Bu- S7rvror* 'e HA Steel H W e•drr Joist Normal 1 lJollf, • • • RX 4' _LQa__ 7]�ii4_�< • + _1911 • • • • • 7_pa wj% EEC baLL _L5312' •••• •Tit 91ZlhG r }JRkk, _- ,r. IWIMAS A KIT_DT_N, PC �_ +�4• -' ••• t ••• NFM 3,clO 308' - 6X4" 7 -1f4' -118' I rl 1 Ir cl sa anchor b It 12100 5 1 IJFM 3,02 30. -6 4` T ap 11 -1 A" _� .118' Kri 1 Jr die r bott 14 -1 Od 683S 7 NFM 3x100 3A3" - 6 4" 4• 1 _ 8• M,n 1 le anchor R 1 ' Cos 69SS 3460 i z1 1 'F x1 3�- - 82L4"__ 7 a ' -7 4- I - I r er1�T 4. 7 _ 4- 7 gg 7 J 3-5f9- Min IfJ 14- ° 3S 1325 N M " -8 4- 7 a 16' 3 -5/8' I M ,e 14 -1 3S NFM 35xl 8 Z 1 ?5__ r 3J8__tiX.L_. -ip9" _ RX4- ? 9 II.If4l 1.11151- 14 SO IB' NF 4- 7 e 1 MI 7Td Ml !2 -bogy d - 94- 7 e 11 .3a" 4 -314- Min t 14.1 W 583S 132S PFM4 4 - 7 91 - 34 SO 7 r fj' -� Nfbd 11 S_c Iw a 16 SSJLr' MJ I n bolt 14.10d l : N M 18 318' -Sx4- 7 8 5-5" t;n'(,a- n r 1 $955 B32 NFM 318" - OX4" 7 • 1 R' 5-518" M' 14 Dd ! 83 7 a S_c R (1) G" Mlnmm embednen• leng4h hx one 12• diameter J430dt (21'0 Product Code Lti67as bolt on jxst (3)6'X4`XX8"Angle ASTM „36 NARROW F-L ANSE `AASjNAR`' HANGi_R i /21 A�ICFIOR BOL_ 4� GENERA(_ NQT7S :L STEEL Sr ALL C3N4ORH TO AS— -&57, STRLCTUYta_ GRAZE J2, UON AND r r :NIMUM GAl_vA'IZED COA.1N4 Or G-60 2) FASTENERS ARC COri`CM VIRE NA :LS _NLESS O ERVISE NOTcL 7r ALL3WAFLE UP -IF7 LCACS HAVE BCEN INCR_AN -D BA A .HDRT I_Frt :URATIO.N FAC7CR Or 337 F7:? VINO LOAL CLNDITICN - N.'O rUR71 -JCR INCR =ASE ALLUQED <r ALLOraABLE IUVY LDADS ARE MDT INCREASED _-Y SI+ORT T.RH la Rr TIUN I-AC_TZ�P 5> N,LLLr -ABLE L(Y.DS ARE SASED ON TltC NATIONaI WSW" SP[CIr L..AT13Nr rDR '.+ODD CONSTRU-11I3`+ 1 93. E-HT1"1N L 943 ERRATA. IUR SOUTPCQN Y_LLOV PINE C_- 455 _R BE7T_R) L -EST rF.RTnR- :% ACC6RCANCL �ITM AST'' D 761 - FCR OrFIC= USE JN:7EC- SIE_L PRU3UCTS CO 703 ROGERS DRIVE r.Oti73OMFRt MN 56069 ci �6111I.Mr, • 5 SCUM F1C21B11 ME • • (6 na�1 SEP • • • • • wOOD CDNNECTORS • • • • • • • • • • • • • wj% EEC •••• •Tit 91ZlhG r }JRkk, _- ,r. IWIMAS A KIT_DT_N, PC • SHLL' NUM3CR _!!!_ ? C -VIL MUHRER FL050999 ••• ••• • • • •••• • • • • • • • • • ••••• 000 • • • • • • • • • • • • • • • • • • •••• ••• • • ••••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • se • • • ••• • ••• ••• ••• • • • •••• • • • • • • • • • ••••• 000 • • • • • • • • • • • • • • • • • • •••• ••• • • ••••• ••• -Russ I� 1 /''1niy1 ;Y I Ili 4.""j � I �e 1 T Producl { Sade �-- Dascrlptlon ) - -- reader Joist Upb` Perpendicular to Wall MtPI7GOMERY MN 56069 /] ✓j,,�/j/ Towara Away Pon, 1hLu L—) — Tr- — 1 e-- pT WULD LOhh = =C I URS IC' (1) Load applied Away from Strsc, ($• Loao applied TrnvarC Strati (7) AIICArdble Load for UPIA Ll 6 L2 shall nat be combl:IeC 7 he connector shall be subjected to Load in one CRection only (3) Minimum concrete hrel)glh snat, b9 2500 psi an drrinllrum st'ap embedment shal be 4'. (4) Malenat S1ran- 14 gauge and L-ottom Plale- 20 gauge GiR7ER HP;VL3 -R 12/16 D :A �1J ./ � I 3/16• D:A Product Code I Descnptmn I n•-1 (11 Matenal 7 oauac (3!1 61 ASTM A36 (2) All 3J4- bolls req,,l,e 3• wood aenel ration anC r- drpmum wood vencal width or 5.112 (3) BdWASTM A307 Grace A (4) Main member mlrHmum wc1h 4 -112 GEN= RtAL NGT= S 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTJRA_ GRADE 33, LION ANP A MINIMUM GALVANtZCD CUAI It+G Or G-6C 2) 1'ASTENERS ARL COMMON VIR-- NAILS UnLFSS WHCRWISF NUIED 3) ALLOWA3LE UPLIFT LOADS HAVC ICEN 14CREASCD 3A A S•iORT TERM rURAT10�, FACTOR OF 33Z rIIR WIND LLIAL C(INDI -101N ' '.O 'URTHER INCREASE ALLOWED 4) ALLOWA3LE DOWN LOADS ARE NOT INCREASED 3Y SHORT TERM LURATIDN FACTOR ' S) ALLOWAXE LOADS ARE BASED Oil -11C NA-IDNAL DESIGN SPELII .CATIC)QS #-I)-? WOOD CONSTRUCTION 1991 ED TIO" & 1993 ERRATA rCR - SOUTHERN 'EL!-DV PINE (G^ 0.55 CR BETTER) L TEST oERiCRM IN ACCORDANCE WITH ASTM D1761 - I -OR O -rICE US= UNITED STEEL F•RJDUCTS CO 7C3 ROGERS D?t• ✓E�)�1 ,__.0 •.: C]llltb4G 7.0 ME MtPI7GOMERY MN 56069 /] ✓j,,�/j/ ;;9 p 1101? dA SUILUU.(�CODE n pT WULD LOhh = =C I URS IC' I._ 16j16 :Ir •cc:', rliflGF . - Jcl_n+nr: oi- o724 -t?�F • • • • - • 6ATC •••• ••••• WNWING "Lla FR•_Dlr-"SII T1OMf•S P KLI_D -N, PE SIAEET NUH3CR _ : T z - CIVIL NUMBER FL050099 • • • • • • • • • • • • • • • • • ••• ••• • • • •••• • • • • • • • • • ••••• ••• • • • • • • • • • • • •• •• • • • •••• ••• • • ••••• ••• v %890 0524" W. o p FD. V2" IRON PIPE 0 cC•f -�c�.00I ( all L B-# 8 7 L/f. 0.80• �o 'UT /L /Tj/ ,EA3ENE�/7 /ZO' � C i _IIT�y 0 0� 3 0.30 CL/R. r- I -I o ti ``9 ro v ►— O. /O CN ca ONC /NQ 0 t�Cre, F W T/G.L TiitLRA I I III F2 6. /O' c O �P N �I-,% �I �I ~� , „�,,,► ,,„ m.,.,,,,,,,.,�,. V° I 0 X° 0 1'n RES, NO6481 b Z 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 I � N 30.25' N / nkAY S. CASTEL 40 � O• tY DA � DWN. BY JOB No. I � / /96 /'y ?O' A-LA-1 I / V N �A. Fa3 /a 1RONPIPE. N r- I -I o ti ``9 ro v ►— O. /O CN ca ONC /NQ 0 t�Cre, F W T/G.L TiitLRA I I III F2 6. /O' c O �P N �I-,% �I �I CL i la•'ii , „�,,,► ,,„ m.,.,,,,,,,.,�,. V° ONE- STORY n \ RES, NO6481 b n 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 3� N 30.25' N / nkAY S. CASTEL 40 7 a' a BaCs' DA 12Z 76" DWN. BY JOB No. State of Florida / /96 /'y ?O' A-LA-1 I / V �A. b - S .89° 05' 24f /FD.1/2° IRON %PIPEt'f•VOI) /2� APE (0.50'S.) V 2055 cu. 00 U _ Z L �/8 "IRON PIPE 'v'�' •4,'"tr; �VV +�4kwryt- !""rv�1/�iiliI �i „'n•'"'1y.*' Legend WRY. - Centerline�*�.� Res - Residence .� �' ,9 (5� Fd - Found Con - Concrete Clr - Clear R/W - Right of way Elevations based on a Clf — Chain link fence Note Lands shown hereon were not abstracted ICBM w ,SG - 2 �, Bearings If shown are based Ms - Measured for easements and / or right of ways of record Elev e9 62 NGV Datum on assumed m ndlan and Encr - Encroachment Legal description provided by client 1929 Plat of Plat j SOUTH MIAMI ORAPHIX LEGAL DESCRIPTION: Lot 7, NORTH MANOR, according to the plat thereof as recorded in Plat Book 67, Page 132, of the Public Records of Dade County, Florida. SURVEY FOR: BUCKNER, Robin S. 6481 SW 73 Street,So. Miami, FL 33143 CERTIFIED TO: Robin S. Buckner, a single woman Attorneys' Title Insurance Fund, Inc. James M. Schiff, P.A. _ BancBoston Mortgage Corporation, iLs 1'( 1V5 f7` 00W successors and /or assigns as their a, interest may appear 4p L 0::;47-/ OlV M f , 7' fA.Lr tr> AMr %"'� -OP-0 fj' s%o At �C'�f P.s.P.r �irar2AT ;,y11�,I�','1f,,,•t. ITT VA 11 gui��i t30UNDARY SURVEY GARY B. CASTEL SURVEYING, INC. , „�,,,► ,,„ m.,.,,,,,,,.,�,. LAND SURVEYORS 4f FLOMA 50MM of UM aulMrft011b fA es.par 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 $11017-8. Rim we C•aw to 47L (305) 253-9720 i / nkAY S. CASTEL FLOOD ZONE:E Registered Land Surve"r No. 4129 DA SCALL: DWN. BY JOB No. State of Florida / /96 /'y ?O' A-LA-1 I / V �A. 4p L 0::;47-/ OlV M f , 7' fA.Lr tr> AMr %"'� -OP-0 fj' s%o At �C'�f P.s.P.r �irar2AT ;,y11�,I�','1f,,,•t. ITT VA 11 gui��i t30UNDARY SURVEY GARY B. CASTEL SURVEYING, INC. , „�,,,► ,,„ m.,.,,,,,,,.,�,. LAND SURVEYORS 00 iswis11e ftblllCbi em I - done Liam by 06 FLOMA 50MM of UM aulMrft011b fA es.par 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 $11017-8. Rim we C•aw to 47L (305) 253-9720 (305) 253 -8767 / nkAY S. CASTEL FLOOD ZONE:E Registered Land Surve"r No. 4129 DA SCALL: DWN. BY JOB No. State of Florida / /96 /'y ?O' A-LA-1 I / L