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846 NE 97 St (14)Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request Date / 1 Type Insp'n D 1 CUC1 ) Permit No. Name Address Company Phone # Inspection Date 6,11q NF oukuv 3Yr3-lam MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request DausAY y Type Insp'n Permit No. - Bp 03' ).JJ Name . U41 Address 8 y L ( ct i J — k. Company Phone # 3 or . 1J `1 M) 1 Y Inspection Date S 4 / V Approved / Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp' n i � � (\ c G e Permit No. SP ..o0 ) 73 Name L/I GQ Address ' L/ CO NE_ q7 (S Company git4J21* Phone # Inspection Date S) 7 Approved Correction Re- Insp'n Fee 1) cy(scd- paA... 4C-P/vid 14-34adt Type Insp'n Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE \ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 4- i \-e 6ecr . Permit No. C 3 9 0003 1 J 7 3. Name - CrM Address O ` CC.c, NE_ Company Phone # 4 Inspection Date 4 \ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dam 7 Type Insp'n Permit No. Name Approved Correction Re- Insp'n Fee 0 k orb Address p \I b \ r, (11 J4 - Company Phone # "' ( — 0 US Inspection Date/ 1 / 0 Permit No. - B p rkOO9 I Name i4; MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee 3)21 Name Address Company Phone # MIAMI SHORES VILLAGE \Z BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request G� Type Insp'n Permit No. _�. , . _ _.t d ��L 3 as_ oig 77-M Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi Inspection Request Date 1 / Aft TypeInsp'n I ot _ ...�.J Permit No - P O; - , Name Address O fr\- 6 1.1j3 Company 1 4 Phone # 30-S- ' ao1v Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 Type Insp'n 1 1(15Uia1J I(7' Permit No. BP 1c Name��' Address 34c N E , a n / u - Company Phone # Inspection Date Sla4 Approved Correction Re- Insp'n Fee 7,/ N04 d�� �� (ov r te. \D( R- (4, 7. 7144 cA 1 (s -c'a' y - q` 6, + BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address f A)-e_ City / *li Tenant/Lessee Name State Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Total Fee Now Due $ (Continued on opposite side) Miami Shores Village _ s, .. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Permit No. Master Permit No. .s' / Mechanical Zip Phone # AlE County Miami -Dade NO e4) YLQ ;' Phone # Roofing Zip Contractor's Company Name Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: * * * * * * * * * * * * * *. * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 2.0 a' • Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if ap Mortgage Lender's Address City Application is hereby made to of commenced prior to the issuam construction in this jurisdiction. ; WELLS, POOLS, FURNACES, 1 OWNER'S AFFIDAVIT: I cert applicable laws regulating construe "WARNING TO OWNER: YO PAYING TWICE FOR WIPE CONSULT WITH YOUR COMMENCEMENT." Notice to Applicant: As a conditio promise in good faith that a copy whose property is subject to attach for the first inspection which occti inspection will not be approved and Signature Owner or Age The foregoing instrument was ackno+ day of , 20 _, by who is personally known to me or wh As identificatii NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *t **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re -Insp' n Fee a 0 0 -13 State Certificate or Registration No. Certificate of Competency No. that no work or installation has tandards of all laws regulating WORK, PLUMBING, SIGNS, be done in compliance with all IT MAY RESULT IN YOUR TO OBTAIN FINANCING, G YOUR NOTICE OF ring $2500, the applicant must vill be delivered to the person must be posted at the job site ce of such posted notice, the etor wledged before me this has produced and who did take an oath. * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** R 2 1 2004 4 b0 .5fra€ J Plans Examiner Engineer Zoning Bonding Company's Name (if applicable) Er" Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAR -8 2004 APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) chi //g 415.21Phone # 30.5" '?S c/l� /t Owner's Address 8' 4 /6. /t} 17 S ee_; City AVV -I01/ ch,Q;eS State /CZ Zip ..at 3 3 / 3 F Tenant/Lessee Name Phone # Job Address (where the work is being done) f1' y( A.) 77 54. City Miami Shores Village County Miami -Dade Zip 3 /3 S Is Building Historically Designated YES NO �/ Contractor's Company Name 014-)0 Se/ S Contractor's Address City State / Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit o b Type of Work: ekrAddition ['Alteration Describe Work: Total Fee Now Due $ (Continued on opposite side) i4 30,4,9 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑New Permit No. Master Permit No. Phone # 36.5 Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Repair/Replace ❑ Demolition Submittal Fee $ a CO ®' Permit Fee $ i 0 5"0 °" CCF $ 1 CO /CC 1 5 Notary $ 3 ' Training/Education Fee $ 7 Technology Fee $ 4feEit 4 4......c Scanning $ 53 °`° Radon $ ( 9 ) , a 7 Zoning Bond $ ®0 Code Enforcement $ Structural Plan Review. $ No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41 -45 Passed 71 -75 91 -95 6 -10 Passed 26 -30 Passed 46 -55 76 -80 96 -100 I1 -15 Passed 31 -35 Passed 56 -60 81 -85 101 -110 16 -20 Passed 36 -40 Passed 65 -70 86 -90 111 -200 PROPERTY ADDRESS: 846 NE 97 Street PERMIT No: OWNER: PCA No: CONTRACTOR: Miami Roofing ROOF PITCH.: 3.5:12 ROOFING SQUARES: 32 INSPECTION DATE: TILE TYPE: Hanson TEST DATE: 8/18/04 CONTACT PERSON: JOB NUMBER: Testing E Digital Chatillon x0 FAILED TH E STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS106 North Reviewed by; afael D' oz - - eda, P.E. No.39228 & 843 Voice: 305.256.4550 ing Building Solutions For The Construction Industry ineering & sulting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Rafael Droz -Seda, P.E. 9130 Crescent Dr. Miramar, Fl 33025 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH MIAMI -DADE COUNTY PROTOCOL TAS -106 1 "ROOF SKETCH" Front Lab Report No. 04- 080096 41 40 Certificate No.02- 0501.06 • 39 42 51 50 43 46 45 49 10 37 13 35 12 32 16 17 19 31 20 22 21 23 14 44 24 36 38 33 28 29 27 30 34 26 floridatec.net Fax: 1 - 866 - 333 - 6988 Nailing Paftem T Brace Size Nail Size Nail Spacing 1x4 10d 8" o.c. 2x4 16d 8" o.c. Note: Nail along entire length of T -Brace . (Each Ply) STANDARD' LATERAL WEB BRACING TRUSSES ® 24" O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL TRUSSES © 24" 0.C. TYP. T -BRACE SAME GRADE AS WEB LATERAL BRACING DETAIL NOTE: BRACE MUST BE 90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20 -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 1C-0" FOR FORCE GREATER THAN 2509 lbs. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING L (PSF TOP BOTTOM , PACING:24 In O.C. TPI -9.5 Crit. Revised: 2/6/97 STR. INCR.: DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS:YES n=J 0 0 00 ME5 MiTek Industries Inc. S- LAT- B.DwC\ PREPARED BY WW1 orT'I¢. f '--u--IttiUrIn6:1) T -Brace Size # Of Truss Plys , 1 1 2 Rows of Bracing 1 2 Web Size 1 2 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 STANDARD' LATERAL WEB BRACING TRUSSES ® 24" O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL TRUSSES © 24" 0.C. TYP. T -BRACE SAME GRADE AS WEB LATERAL BRACING DETAIL NOTE: BRACE MUST BE 90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20 -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 1C-0" FOR FORCE GREATER THAN 2509 lbs. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING L (PSF TOP BOTTOM , PACING:24 In O.C. TPI -9.5 Crit. Revised: 2/6/97 STR. INCR.: DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS:YES n=J 0 0 00 ME5 MiTek Industries Inc. S- LAT- B.DwC\ PREPARED BY WW1 orT'I¢. f '--u--IttiUrIn6:1) I 3 . e . max TOP CHORD CONNECTION: 7'0' JACKS - 9,10 -D NAILS 5'0" JACKS - 4,8 -D NAILS 30' 8 10' JACKS - 2,2 -0 NAILS 12 MIN. P 2.5 (� MAX. P 6.5 3X4 2X6 STD .:EEL BOTTOM CHORD CONVECTION: 2,8 -0 NAILS 1 3X4 OVERHANG VARIES , 1• COMMON JACKS REACTION 1- -998 2--386 3 - -397 SIZE 15 13 1.5 16.97 P� 4 -11-6 NOTE THIS DESIGN HAS BEEN COEC(ED FOR 168 MPH W1N0 LOAD. WALL HT 10 FT MAX. PROVIDE FOR UPLIFT AT BEARING WALL CONNECTION% 918 LB5 AT COMMON JACKS It 08 LBS AT MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 No.2 19 SP Webs 2X4 No.3 19 SP LOADING L (PSF) TOP 30 15 BOTTOM 0 10 SPACING : 24' O.C. TPI -95 Crlt.' SSBC -95 STR. INCR.: 33 DRAWN BY : TAN CHECKED BY : JAI REP. STRESS: NO 7'0" CORNER SET 2 4A4 1x4 2 3 9 -10 -12 CORNER JACK 3G^ me.. F .1 .1 CORNER JACK — OPTIONAL VERT. 4 -11 -6 00 1E= - 0 0 o c 1 M1Tek Industries Inc. COMMON JACK (TYP) -- . 1s' (TM 2X3 3X4 3 4 Approved fo 70' JACKS 11 PREPARED Br NAPO OFFICE PARTIAL ROOF LAYOUT r - DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS. 4,16-0 NAILS Product :Deuibtloh. Ows+is,ens • rsstrrwri Ofshgn Loads: A'. li ' pep flop' . Up' f 1 t133tt "'4114/.). .!Ott.hnc!IP OR 3'3!3" 3:7/1 ;• itDs a - U N aim P4 440 Post An[har416 3-510:. 3-3/18 i/4.3or 3 ts -164 31 Po U Post *mho. 141 . 3•s* ' � t� - los AC NA . AA ex.: r ►1►11. YMtH► 3x1 7•I/Y' fire IOW ProOuCt Coot - Dtscrpton Ointwsans fsst, v Desipre loots 0 A 1 Pre flap upOrt: (1333 PC 411 Pp.t'C.p 4rh4 7 -D7r• 3.3dr•. - - - . . - - RalIt ?OLIO P C C 4Z4 Post Coo 4116 3 -3 /1• 3 -3 /t' " 8.164 j r 1090 PC U Pest GeoAUU 3-3 /1' 3 - 3/r' t� ! AC NA 0011 Cap tat' . 1.t/r` 7 0/o• fll_l.....rrld 41-144 _ IOW sect ay Orsc•p$on - D.!erls=o!= /,• ►o 'Ie Oesgn loads (*Os.T moo Orr Nredlr . $i0• - from dsmA- Truss por/OI. till t♦ptot 1331( N Ness RalIt ?OLIO NQ/Joctr Hsngrt 2" Not or Lot • S -1 /e' 4 Noq 7 - 36d- 8.164 1920 1090 mot Np/J.cM ■01100' 2x6 Right ar Lett .7.1[4• 16•16d Time 7 -160" G -iN 2560 2It5 & JACK CONNECTORS (HEAVY).. POT ANCHORS. L N)terio4 7 gouge 43(16 Ain 0 76. ?. No( on the header that( hove a prnrtratpn of 'f 2' 1U GA. GAL VANt2CD' STCCL St3it.' °M Note• 1•:lswsr.. cowe•Oto strength les0500 1.. Post..elc!ar. coriroc%kw 30 co' cro.ts, Is. q■o f /1• et»'. Ancyer loft. 3. 000k 1490- alsesnci to! Ancnoe Iolt-.tocot+on for. P6.4 40 sod PA 41(pr.POrt:41*thce is 1.3 /i• 4. sdgr 4f4tsnC0- too A41e)61r bolt; locetian 74 PA 67F6 ind Nc.13101 Post' A0Cho'. Is. 3' • 014 . hev9.y ewrr+ttw9 1 +646 6 . N tM Hotta. Nea•prriet•o • shell bit 6 wi'oF 1-3 /4•`ror'100 resaia^d 8' o'. :16dr eca OFF:ICC YsC POST CAPS l9 GA; GALVANIZE° -STCCI Noir L Nea prwN.et shwa' 10 s: wiNwyw. et F -3i4• Fs. 104 we7 end r 7o• 16d w041 GENERAL NOTES 11 STCCI SHALL CUNfORI.. TO. ASTN.A633. STRUCTURAL GRADE 331 WIN. AND A MINIMUM WILVANrZCI COArING Or 6-60 ' RI FASTENERS ARE MOON VINE: NAILS UNLESS OTHERWISE NOTED 3) :AI.LOVAIIE. 1P9.1rT''L11611S HAW SEEN' INCREASED IA :A SHORT TERM DURATION rAC10R Ot' 331+' cast VINO. LOAD CONOIIION. NO rtmoNCR INCRCASC AILOvto: 4) ALLOWABLE DOWN LOADS.' ARE NOT 'INCREASCD:IF SHORT TERM: DURATION FACTOR 3) ALLOVADLE"LOAOS MC 1A3000 ON "TNE.NATIONAL DESIGN. SPECIFICATIONS tOr° V000'CORSIRIRTIt3V 1901 C0IT10N L 1993. ERRATA. rasa St:LIMON 'ELM : PING' CGs- 0 OR ETTER) LEST PERFORM Id ACCORDANCE' VITN` 01161 i.W01I010 UtI11•IIII :O1110 FIORIU.1 OU11O90 C09E 4,11 MA ; • 5' 2001. at� t = iOlict cos: wai:01:'300.7 RtfliDI u.COCE totttumg..ctin AttInAkt HMO- 14.1.1. 371 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MON1GOHCRt NN 56069 WOOD CONNECTORS DATE= __u0c91_ °RAVING NtP(1CR. •.r •. .r Enited Steel ProdsithCermany, ACCEPTANCE NO.: 00-1227.01 AppRovED MAR t 5 2001 EXPIRES: 12/0202006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS V Renewal of this Acceptance (approval) shalt bc considered after a renewal application has been filed and the original submitted dociuncritatiOn inchiding test Suppartingclata, engineering doetnents, are no older than eight (8) years. 2. Any:and:al 1.approved:products Shalt be permanently labeled wilh th. nuintifacturer's name. city ,:state. and the following statement:. 'Miami-Dade :County Product Control Appro■ied!' or as specifically stated in the specific condit oflhtsAcceptancc. 3. Renewals of:Acceptance will notheton$idered: if: a) ThCre has hten.4.thitigt in the Staudt:HO:da Building Codeaffeeting: the evaluation of this product and the product is not in complitinee..With the code b) The proiltieti*:rnitilOnget aS.thentie apprOved; c) lt the.Acceptance has not complied with all :the requirements this acceptance, including the correct i'nstallation.bf the d). The engineer who prepared signed and:sealed:the required documentation initially submitted is no longer praeticingthe engineering profession, 4.. Any revision itio matrials, .11Se, and/CirInannfaCtiire of the PrOduet process • shalt antomatically be cause: for tenninatiOn.cif this Acceptance :. unless prior writiewapproval has been requested (through thc filing of a: revision appliCatiOn: with appropriatefee)and granted by this office, Any :Of the follOWingrshall also be.grOunds for removal of this Aceeptance:: ..(inSatiSfaetory:perfOrrnanceolthis'prOduet or process_ 0):. Mi$Use.of this Acee,ptance as an endorsement at any product : for Sales, adVertising or an other purpose. The'Notice number preeededby the:WordS-Miatni;DadeCOUnty..f tOrida, and Followed by the exPiratiOadate:..MAY displayed ir atIVertising: literature. If any:portion of the Notice 61 ACceptance:is. displayed . then it,shall be done i rt, its: entirew, •7.. A COPY of thii:ACCePtanee as well aSlapPrOVed draWittes and :OtherdochineritS. Where it applies shall be provided to the user by .the m or its•distiributors andShall be available for inspiklidti at the jiah suc at alt tithe. The • engineer need. tiot the copicS. Failure to comply with any section of this Acceptance shall be,cause for termination and removal of Acceptance. This •Notice of Acceptance consists of pages 1;2 and this last pav,c 3. cfsio OF THIS ACCFPTANCF. tinditio Font, FIE, Sr, Product Control Examiner Product Control Division tin itcd ieel Products Company. AccErrANCE NO: 00-1227.01 1 • APPROVED: MAR 15 2001 EXPIRES:.:-12/02/2006: NOTIC 1 OP ACCEPTANCE;.' SPECIFIC CONDITIONS • t: .SCOPP.. 1.1 ThiS:retie:v 'wsg On .04/0 ?"1.909 It conneqprs inSeetion12:0f thiSNot iee. of Aceeptaitce designed to corn ply wi t 110;Soolli Ho ridi Build ,Code (sync) to94:Editiiiti:f6t•Miairii-Dad determ • hy:SFOC Chapter 23 do not execcdihc*sittn lOnd.indicalCd.in:theVprove0 'drawing 2. PRODUCT. DESCRIPTION 2.1- The Onitcd Steel Wood: Connectors liall be fabricated and used m striet.coinpliance. with the. osn dOeutiteiftS:.Pia*fing Sheet 1 and 2 of 2 titled ''WbOd.ConneetarS Prepared hy United Steel: Products Company:. dated 11/12/Q0 . with no revisions.. ?the .dra s:sha bear..the Miarni•'Dade cotintYPrOditetCOntrol:Appli*at:staiop.t±ii!h the rAcceptance :■/lizirni-.Dade Product Control Dn iston Tlierse lit shall hereinafter he referred lo as the .approved -3. LIIVIITATONS AllOWableload.S are for SOathern. PineOetietter. speeifk grwtty of 0.3 Oficikor 32 AlIo.ibk 1640s:4to. based on testing p t:761 Olen lot ions per .National •DeSign..SpeeificatiOns• for Wod ConSUution '1091: Edition:it '1991 Eitati. . INSTALLATION • • • • . • . The sObil eOrtriettort: - shall beinStal kd - strict.compliance with the apprh‘ed: draWings, 5 .LABELING S 1 Eaeli.WOOdianneetor.'Shall.:hear label ith ibe rnanufaeitireeS /ionic- or -140„.:city.§tdite. and the folloing:statettient:: ■pts!'oycif." •:13VILDING. PERMIT pplicatiott:for •Ppilding Permit tiali...bc:#ceprapanied by ccipi R) tlosw 6 642 .:D4p ieatp. copie,. I he.:4PProP4'd.i4tviilts:a.s s&ntuflJ in i.Suction 2 �fths NOt ke of AO: ptofte„.. Cltat ly rnarki.d to sliO■Y hangers' and aigks s cic1ed s elected iliC 6. 1 3 An ys oil*er document requsred b Ih. Building . 0fficial dr:t41 to proper1 •0# I iote:tbe insta I lit io tandido Finit. 1'E Sr, Product Control Examincr Ail I AM FDA 111111 • PRODUCT CONTROL NOTICE OF ACCEPTANCE UnitedSteel ProduCts 703 Rows Drive (P: 0. Box 80) • Montgomery .M■ 56069 exPeriSetif siteh:teSting iriettired by the Mantifaettirer. APPROVED: 03/15/2001 ';■,..;04S000itpc70110+.11cfno9teelyinicc Uctiantt:t Covet p.ip ekt Internet mail addreis: piastmasterrilybuiliiingcodeonline.eam MIAMI COUNTY, FLORIDA METRO-DADE FLAGIER BUILDING BIALDINCCODE ONIPt..LANCE OFFtCE1 N FLAGI.FR 11011.DiNG 149 WEST Ft. S"ritii=.1,.SuiTti trtel3 fAmi FLORMA.331:91 (303) 375;2901 FAX 1305) 375-290S CONTRACTOR LICENSiNG SECTIOS JO) 37.57 FAX (.19S) 375;255$ CON:111mA OR iNFORCE■irsTivisioN 003)175-2966 FAX 1,3(J5) 373 PROOCCT CONTROL 1)1•1SiON (,195);75-2407, FAX (36/) 372.6339 Yotit applieatiOn for : of AeicePtane (NOM of: 'Wood COnnectort under Chapter:alof the Cnde of Miarr.ki'Patle tounty:governing the use of Aherne:lie Materials and Types .of Construction ,and erinipletely deeribed herein,: h4s been reeorriniended for acceptance by :the Miarni County Building Code Corn PI iariee Offlce : (I3CCO) under. the conditions - Spee.i tied herein:. This' rstoA shall be'Valid after the *expiration (tate stated:below. BCCO reserves the right: to secure this product or material at any time. from a jebsitc or manufaaure(s fot quality control testing. If this product or materialifails to perform :in die approved manner, BCC° may ro.oke, modif,y or suspend the use of such product or nutterial initriediatcly. RCCO reserves' the right to revoke. this approval ir it is • determined by BCCO that thiS, produet or material faits to meet the requirements of the South Florida Building Codc. ACCEPTANCE NO.: 00-1227.01 EXPIRES: 12102/2006 Raul Rodriguez Chief Control Division TIM IS THE COVERSHEET, SEE ADDITIONAL eAGES FOR SPECIFIC AND GENERAL • CONDITIO$ BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and ProdUctReview Committee to be used in Miami County, Florida under the conditionssct forth above. Frzmcisco J. Quintana, Director Miami. Dde County Building Codc Compliance Office lloracpage: littp://www.lmildingoadeanhat.com L(In) ' . L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2 25.0' t-(b1);•::. ;L/200 ,,L(ti) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM 3/12 3/12 3/12 144MibL,. LATERALBRACE SPACING(LB§)::!: 8' 7' 6' TOPCHORD olAppNA4: SPACING (0B5) [# trusses] SP/DF 17 10 6 SPF/HF... 12 6 4 See a registered professional engineer DF - Douglas Fir-Larch HF - Hem-Fir Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Truss Depth D(in) Maximum Misplacement Diagonal brace also required on end verticals. PLUMB SP - Southern Pine SPF - Spruce-Pine-Fir Lesser of D/50 or 2" Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. NSTALLATON TOL # •-,,. 13(in) 12" 24" 36" 48" 60" 72" 84" 96" 108" AD/5010: 1/4" 1/2" 3' 4' 3/4" 1" 1-1/4" 1-1/2" 1-3/4" 2" 2" D(ft) 1' 2' 5' 6' 7' 8' 9' 1 T 1 T c ± " Frame 6 L(in) ... ...... ... .............. 12 13 or greater Length L(In) Lesser of L/200 or 2" OUT-OF-PLANE INSTALLATION TOLERANCES. All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required ........ . . ...... .... ........ ...... .... .. .. L(in) BOW Lesser of L1200 or 2" 3 DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMIUM DEPTFt 30" 42" 48" 7.OP CHORD LATERALBRACE SPACING(LB 8 6' 5' TOP CHORD DIAGONALBRACE SPACING (DBs) �# trusses 16 6 4 / H 10 4 2 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine All lateral braces lapped at least two -^— trusses. ; HF • Hem -Fir SPF - Spruce- Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. a End diagonals are -ssr ptial for stability and must be duplicated on both ends of the truss system. 2 PARALL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greater 201( 30" or greater WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. All lateral braces lapped at least two trusses. 4x2 PARALLEL CHORD TRUSS TOP CHORD' Top chords that are laterally braced can buckle togetherand cause collapse if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y End diagonals are for stability and must be duplicated on both ends of the truss system. Frame 5 3 01(o8 s) Continuous Top Chord Lateral Brace Required 10° or Greater Attachment / Required r ' 3 1 /2a x x N Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 - I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. WEB MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. - o Frame 4 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM CHORD LATERAL BRACE' SPACIN 15' 15' 15' BOTTOM CHORD • DIAGONAL BRACE SPACING (DBS) ( #.trusses] SP /OF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD, PLANE Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are laterally braced can buckle togetherand cause collapse if there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. Up to 28' Over 28' - 42' Over 42' - 60' Over 60' OP CHORD MINIMUM TOP CHORD DIAGONALBRACI PITCH LATERAL BRACE SPACING (DBS) DI SPACING(LBS) [# trusses] 2.5 3.0 3.0 7' 6' 5 SP /DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required Attachment Required wa j 10" or Greater Continuous Top Chord Lateral Brace Required 12 SP - Southern Pine SPF - Spruce- Pine -Fir 4 or greater All lateral braces lapped at (east 2 trusses. Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD LATERAL BRAC SPACING(LB� 8 6' 5' TOPCHORD DIAGONAL BRACE : SPACING (DBS) SP /DF 20 10 6 SPF /HF' 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces _.\., lapped at least 2 trusses. 12 5 (— Al t' W Pr A # sumr 410■1 11 •7■ :#7 /4r " �� Jam e Frame 3 SP - Southern Pine SPF - Spruce -Pine -Fir PITCHEDTRUSS Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line Spreader Bar Toe In let truss of bra group of tru nd br ac (EB or less I I Approximately Y. truss length Approximately 1 /2 to V truss len a th Spreader Bar ICI \I \I \ MI IM Toe In • Approximately 1/2 to % truss len th Ground brace latera (LB Truss spans less than 30'. Less than or equal to 60' Less than or equal to 60' or Tess I I Approximately 1 /2 truss length Toe In Tag Line Toe In Tag Line A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible., A GROUND BRACING BUILDING INTERI Ground brace ertical (GBy) Ground br diagonals (GBD) Note: 2 ^d_ floor system shall have adequate capacity to support groun braces. 2ndDoor t Tag Line MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Flame 2 A WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line At or above mid - height Tag Line CAUTION: Ground bracing required for all installations. I I 1 I PEINIMINER Approximately 3'3 to 3 /� truss length Strongback/ SpreaderBar Strongback/ SpreaderBar Greater than 60' 10' 10' '= Approximately f Y3 to 3/4 truss length Greater than 60' 10' GRO UND; BRACING: BUILDIN EXT'ER Driven ground stakes Typical vertical attachment Strut Backup (ST) ground stake Plan Typical horizontal tie member with I. multiple stakes (HT) End WaII . Grou brace lateral (LB0) ' group of of I group of trui End brace (EB) This safety alert symbol is used to attract your A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ® CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store,. handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. TRUSS STORAG CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal Injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthewoodtruss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright m by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. ® DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Job 4C106 Truss T1 Truss Type ROOF TRUSS Qty 7 Ply 1 MANOLO HERRERA 0007 Job Reference (optional) ITEM rT us C O., Miami, FI. 33155, William Campos 5 100 s Mar 25 2003 - MTek Indu Inc. Mon Apr 05 14 :16 :21 - 2004 Page 1 5 - 9 -7 -0 13 -10 -0 19 -2 -0 5 -4 -0 4 -3 -0 4-3 -0 5 -4 -0 Scale = 1:32.4 4x9 = 3.00 02- 4 2x4 2x4 ; --1-..- 3 2 p ° 5 � 6 7 0 ° ° 3x4 - 3x6 ; 3x6 _ 3x4 - 4x9 = 9 8 4x9 = 3x4 = 3x8 = 19 -2 -0 1- 4- 01 -�7 - 0 9 -7 -0 17 -6 -6 17110 -0 1 i 1- 4- 00 -3 -10 7 -11 -6 7 -11 -6 0 -3- 101 -4-0 - 2=0]; Prate Off (xY)T[1o2-1I0 [7 0 -2 -1 ¶ 0-2=0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.48 BC 0.72 WB 0.27 (Simplified) DEFL in (loc) I /defl Lid Vert LL 0.16 8 >999 360 Vert TL -0.23 8 >975 180 Horz(TL) 0.07 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -7 -7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -10 -15 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -0-7, Right 2 X 4 SYP No.3 2 -0 -7 REACTIONS (Ib /size) 1= 1018/0 -8 -0, 7= 1018/0 -8 -0 Max Upliftl=- 529(load case 2), 7=- 529(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -2715, 2 -3= -2715, 3 -4= -2006, 4 -5= -2006, 5 -6= -2715, 6 -7= -2715 BOT CHORD 1 -9 =2616, 8 -9 =2616, 7 -8 =2616 WEBS 3 -8= -696, 4 -8 =564, 5- 8 = -696 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529 Ib uplift at joint 1 and 529 Ib uplift at joint 7. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) " 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=- 90.0, 4-7= -90.0, 1 -7= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =67.2, 4 -7 =67.2, 1- 7 = -10.0 Horz: 1- 4= -77.2, 4 -7 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4= -90.0, 4 -7= -30.0, 1 -7= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4= -30.0, 4 -7= -90.0, 1 -7= -20.0 Job 4C106 - Truss J8 Truss Type ROOF TRUSS Qty 6 Ply 1 MANOLO HERRERA 0006 Job Reference optional Best Truss CO., Miami, FI. 33155, William Campos 5 1 s Mar 25 2003 MiTek modus nes, Inc. Mon Apr 05 2004 1 4 -4 -12 8 -0 -0 4 -4 -12 3 -7 -4 Scale X1:'3 3.00 r12 - — ` 2x4 ; 2 4 3x4 - 4 3x6 - 3x8 H 1 -4 -0 1 -7 -10 8 -0 -0 1 -4-0 0 -3 -10 6 -4 -6 Plat O ffset (XY): [1T= 4- 8;D:0 -2]; [1:0- 0- 4,Edge] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.70 BC 0.47 WB 0.19 (Matrix) DEFL in (loc) I /defl Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.17 1 -4 >525 180 Horz(TL) 0.01 4 n/a n/a PLATES GRIP MI120 249/190 Weight: 31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -9 -15 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib /size) 3= 120 /Mechanical, 4= 302/Mechanical, 4= 302 /Mechanical, 1= 418/0 -7 -4 Max Horz 1= 166(load case 2) Max Uplift3=- 103(load case 2), 4=- 160(load case 2), 1=- 215(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -754, 2 -3 =21 BOT CHORD 1 -4 =698 WEBS 2- 4 = -734 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone; cantilever left exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 3, 160 Ib uplift at joint 4 and 215 Ib uplift at joint 1. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3= -90.0, 1 -4= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =72.5, 1- 4 = -10.0 Horz: 1 -3= -82.5 Job 4C106 — BesUTruss Miami, R. Truss J6 33155, Wi @am Truss Type ROOF TRUSS Qty 8 Ply 1 MANOLO HERRERA Job Reference (optional) MiTek Industries, 0005 CO., Campos 5 100 s Mar 25 2003 Inc. Mon Apr 05 14:16:21 2004 Page 1 6 -0 -0 6 -0 -0 2 Scale = •10.2 3.00 02 �( 1 3x4 - 3 3x8 I 1 1 -4-0 1 -7 -10 6 -0 -0 1 1 1 -4-0 1 0 -3 -10 4 -4-6 1 Plate U sets(XY): [1:0- 4- &0 -0=2], [1:0- 0- 4,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.05 1 -3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 252/Mechanical, 3 =56 /Mechanical, 1= 309/0 -8 -0 Max Horz 1= 127(load case 2) Max Uplift2=- 226(load case 2), 1=- 164(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =52 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone; cantilever left exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 Ib uplift at joint 2 and 164 lb uplift at joint 1. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1- 2= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =74.4, 1- 3 = -10.0 Horz: 1 -2= -84.4 Doti 4C106 Truss J4 Truss Type ROOF TRUSS Qty 8 Ply 1 MANOLO HERRERA 0004 Job Reference (optional)_ Best Truss CO., Miami, Fl. 33155; 1Mlliam Campos 5 100 s Mar 25 2063 MITek In du si nes, Inc. Mon Apr 05 14:16:21 2004 4 -0 -0 2 Page 1 4 -0 -0 Se. _ 3.00 r1 l 4 7.0 1 FO 3x4 - \ 3 1 -4 -0 1 -7 -10 4-0 0 I 3x8 II 1 -4-0 0 -3 -10 2 - Plate Off is , : [1:0=4- 8,0 -0=2 , :1- 0= 4,Ed•eJ LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.36 BC 0.06 WB 0.00 (Matrix) DEFL in (loc) I /defl Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.01 1 -3 >999 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MI120 249/190 Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 162/Mechanical, 3 =36 /Mechanical, 1= 199/0 -8 -0 Max Horz 1= 86(load case 2) Max Uplift2=- 147(load case 2), 1=- 105(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =35 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone; cantilever left exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 2 and 105 Ib uplift at joint 1. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =75.0, 1- 3 = -10.0 Horz: 1 -2= -85.0 Job Truss 4C106 Best Truss CO., Miami, Ff. Campos LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 J2 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 REACTIONS (Ib /size) 2= 199 /Mechanical, 3 =20 /Mechanical Max Horz2=- 734(load case 2), 3= 778(load case 2) Max Uplift2=- 273(load case 2), 3=- 123(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =450 BOT CHORD 1- 3 = -418 Truss Type Qty Ply MANOLO HERRERA 0003 ROOF TRUSS 8 1 Job Reference (optional) 5 100 s Mar 25 2003 MTek Indus tiles, Ira. Mon Apr 05 14:1630 2004 Page 'I 3x4 CSI TC 0.15 BC 0.24 WB 0.00 (Matrix) 2 -0 -0 2 -0 -0 3.00 F12 2 -0 -0 2 -0 -0 DEFL in (loc) I /defl Ud Vert(LL) 0.02 1 >999 360 Vert(TL) 0.02 1 >999 180 Horz(TL) 0.00 n/a n/a NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 Ib uplift at joint 2 and 123 Ib uplift at joint 3. 4) Non Standard bearing condition. Review required. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =75.0, 1 -3 =123.9 Horz: 1 -2= -85.0 3 'J BRACING TOP CHORD Sheathed or 2 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. Scale = 1:5.1 PLATES MI120 Weight: 6 Ib GRIP 249/190 Job Truss 4C106 HG1 BesT ru CO., Miami, Fl. 33155; William Campos LOAD CASE(S) Concentrated Loads (lb) Vert: 9= -954.7 7= -954.7 Truss Type ROOF TRUSS Qty L 2 Ply MANOLO HERRERA 0002 Job Reference (optionalL 5.100 s Mar 25 2003 MTk Industries, Inc. Mon Apr 05 14:16:20 2004 Page 2— UJob 4C106 Truss HG1 Truss Type ROOF TRUSS Qty 2 Ply 1 MANOLO HERRERA 0002 Job Reference (optional) Best CO., Miami,, FF. 33155, Wi lliam Campos 5 100 s Mar 25 2013 MiTek Industries, Inc. Moii pr 05 14:16:20 2004 1 4 -6 -8 8 -0 -0 11 -2 -0 14 -7 -8 19 -2 -0 { 1 1 4 -6 -8 3 -5 -8 3 -2 -0 3 -5 -8 4 - - Scale = 1:33.3 5x8 = I. 3.00 r12 5x8 - 3 4 5x8 ; 3x4 2 lea 1 00 5x8 5 3x4 _11,- L. Q 6 v ° ° ° 3x4 = 6x14 = 1 -4-0 9 8 7 6x14 6x10 = 5x8 WB= 6x10 = 8 -0 -0 11 -2 -0 17 -10 -0 3x4 = ° = 19 -2 -0 1 1 { 1 -4-0 6 -8 -0 3 -2 -0 6 -8 -0 1 -4-0 Plate se s (XY)- [1T0:8- 10,Edg, [1:03- 4,0 -0-0], [&0 , [6T0= 8- 10,Edge], [i:0 8;0:3- 0]7[8:0=4= 0;Edger[9T0- 3- 8,0 -3 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.97 BC 0.76 WB 0.34 (Matrix) DEFL in (loc) I /defl Ud Vert(LL) 0.48 7 -9 >466 360 Vert(TL) -0.60 7 -9 >370 180 Horz(TL) 0.16 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or T -5 -9 oc purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3 -3 -8 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3 -9 -10, Right 2 X 4 SYP No.3 3 -9 -10 REACTIONS (Ib /size) 1= 2201/0 -8 -0, 6= 2201/0 -8 -0 Max Upliftl=- 1260(load case 2), 6=- 1260(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -7185, 2- 3=- 7021, 3-4= -6879, 4 -5= -7021, 5- 6 = -7185 BOT CHORD 1 -9 =6878, 8 -9 =6879, 7 -8 =6879, 6 -7 =6878 WEBS 2- 9 = -82, 3 -9= 1121, 4-7 =1121, 5 -7 = -82 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1260 Ib uplift at joint 1 and 1260 Ib uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Girder carries hip end with 8 -0 -1 end setback 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 954.71b down and 567.31b up at 11 -2 -0, and 954.71b down and 567.31b up at 8 -0 -0 on bottom chord. The design /selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -4 =- 210.1, 4 -6= -90.0, 1 -9= -20.0, 7 -9= -46.7, 6 -7= -20.0 Concentrated Loads (Ib) Vert: 9= -954.7 7= -9547 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =67.2, 3 -4= 182.3, 4 -6 =67.2, 1 -9= -10.0, 7 -9= -23.3, 6 -7= -10.0 Horz: 1- 3= -77.2, 4 -6 =77.2 Concentrated Loads (Ib) Vert: 9 =567.3 7 =567.3 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -4 =- 210.1, 4 -6= -30.0, 1 -9= -20.0, 7 -9= -46.7, 6 -7= -20.0 Concentrated Loads (Ib) Vert: 9= -954.7 7= -954.7 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-30.0, 3 -4 =- 210.1, 4 -6= -90.0, 1 -9= -20.0, 7 -9= -46.7, 6 -7= -20.0 Continued on page 2 Job 4C106 Truss CJ11 Truss Type ROOF TRUSS Qty 4 Ply 1 MANOLO HERRERA 0001 Job Reference (option Besf rT uss CO., Miami, Fr33155, William Campos 5 100 s Mar 25 2003 MiTek Industries, Inc. Mon Apr 05 14:16:19 2004 Page 1 6 -2 -13 11 -3 -0 1 6 -2 -13 2 3x4 5 -0 -3 Scale 2.121 4 3x6 = = 3 ■ 2x4 LI = 1:19.1 U' v 5 ch - : 3x4 - 7 6 3x8 II 2x4 11 6x10 - 1 -9 -14 6 -2 -13 11 -3 -0 i I 1 -9 -14 4 -4-15 5 -0 -3 Plate Of s s (XY): [170 0- 1.2 =5=T3] [1T0=7=1,0 =0 -2], [6:0 -3- 80=3 =0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.87 BC 0.92 WB 0.87 (Simplified) DEFL in (loc) I /defl Ud Vert(LL) 0.11 7 >999 360 Vert(TL) -0.15 7 >839 180 Horz(TL) 0.03 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 47 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Sheathed or 3 -8 -15 oc purfns. 1 -3 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -8 -0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 1161 /Mechanical, 1= 571/0 -8 -0 Max Horz 1= 236(load case 2) Max Uplift6=- 713(load case 2), 1=- 279(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -2030, 2 -3 =7, 3 -4 =7, 4 -5 = -6 BOT CHORD 1 -7 =2006, 6 -7 =2006 WEBS 2 -7 =160, 2 -6=- 2062, 4-6= -570 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone; cantilever left exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 713 Ib uplift at joint 6 and 279 Ib uplift at joint 1. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert: 1=- 7.5- to -5 =- 253.2, 1=- 1.7- to- 6 = -56.3 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert: 1= 3.5 -to -4= 196.9, 4= 290.1 -to -5= 295.0, 1=- 0.9 -to -6= -28.1 Horz: 1=- 4.4- to -2 =- 126.3, 2 =- 126.3- to -4 =- 224.4, 4 =- 317.5 -to -5= -323.1 BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 To: MANOLO HERRERA Production List Job Number: Page: 1 Date: 04 -05 -2004 - 2:15:27 PM Project ID: 4C106 Project: 846. NE. 97. ST. Block No: Model: Lot No: Contact: Site: Office: Deliver To: MIAMI,SHORES, FL. Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: -' � 4 CJ11 46 Ibs. each 11 -3 -0 ROOF TRUSS 2 - 3 - 12 2.12 0.00 c 1 - 9 - 15 0 -0 -0 0 -0 -0 22 BF -Ea 90 Total 2 HGI 85 Ibs. each 19 -2 -0 ROOF TRUSS 2 -3 -14 3.00 0.00 c1 -4 -1 0 -0 -0 cI -4 -1 0 -0 -0 41 BF -Ea 82 Total -4141 I` 8 J2 6 lbs. each 2 -0 -0 ROOF TRUSS 0 - 9 - 14 3.00 0.00 c 2- 0- 1 0 -0 -0 0 -0 - 4 BF -Ea 32 Total L 8 J4 13 lbs. each 4 -0 -0 ROOF TRUSS 1 - 3 - 14 3.00 0.00 c 1 - 4 - 1 0 -0 -0 0 -0 -0 8 BF -Ea 64 Total u J 8 J6 19 lbs. each 6 -0 -0 ROOF TRUSS 1 -9 -14 3.00 0.00 c1 -4 -1 0 -0 -0 0 -0 -0 11 BF -Ea 85 Total ■ ��� 6 J8 31 lbs. each 8 -0 -0 ROOF TRUSS 2 - 3 - 14 3.00 0.00 c 1 - 4 - l 0 -0 -0 0 -0 -0 16 BF -Ea 96 Total d �'I 7 T1 80 lbs. each 19 -2 -0 ROOF TRUSS 2 - 8 - 10 3.00 0.00 c 1 - 4 - 1 0 -0 -0 c 1- 4- I 0 -0 -0 39 BF -Ea 274 Total e co � 1 ) 4 -5 -04. Best Truss Company 7035 SW 44 ST Miami FL 33155 Project: 846. NE. 97. ST. Model: Block No: Lot No: Contact Name: Phone: Fax: • The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0007 Total: 7 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Biulding code being used is ASCE 7 -98 as per FBC 2001. Wind speed 146 mph. Exp. -C; Category II; Importancefactor = 1.00. 000 CJ11 0005 J6 �� R A . 0 g fN G S 1 _ l C O 1 tl U E Z- P A N A, RE. C; ENGINEER L� AFFi;OVED P APPROVED AS \!OT ❑ REJECT E'. Site Truss Truss Truss Office Material Summary Includes the following 0002 HG1 0003 J2 0006 J8 0007 T1 ut idliiN LOADS AND UNI To: MANOLO HERRERA Deliver To: 846 NE 97 ST, MIAMI SHORES,FL. Deliver To Address3 Tentative Delivery Date: 6P Truss List Job Page: 1 of 1 Date: 4/5/04 Project 4C106 Account No: ' `11 Designer: btc Salesperson Quote 0004J4 Truss 4 -5 -04 • Bonding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Contractor The foregoing instrument was acknowledged before me this day of ce r3 , 2004 by c c � I 1 \'C1 S1 (r fl61 t day of , 20 _ , by who is personally known to me or who has produced c)( CC/ TC who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY 111 ab ( ell Vargas NOTARY PUBLIC: mission #DD231984 Sign: `� 1 ¢= 2007 Sign: ed Th 19. OF rU ., • Owner or Agent The foregoing instrument was acknowledged before me this 1 My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB 1 1 2004 APPLICATION APPROVED BY: • Chc 12/15/03 Print: My Commission Expires: Plans Examiner Engineer Zoning O Ltpr-e"./ / v d -144-12--c- ) 16&k/vtir/61 Ce& 494 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1- 1 The foregoing instrument was acknowledged before me this day of ce r3 , 20014, by J I 1 S1 nn - i t day of , 20 by who is personally known to me or who has produced cptf (L ITC who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY Y • =:LIC: Mabei Vargas NOTARY PUBLIC: mission #DD23I984 Sign: tf 1 : 1 ¢= mission Sign: Print: • 711 J� / ec III it , ed Thru My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. FEB 1 12004 APPLICATION APPROVED BY: • Chc 12/15/03 Print: Signature My Commission Expires: Plans Examiner Engineer Zoning A BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Wider) S /4/4. o � Phone # ©6 75' , Ze://r Owner's Address 8 M 4 7 svie_ee City / c'L,,Q.a.c. State ,Z- Tenant/Lessee Name Job Address (where the work is being done) ski/6 N E- S'42..e e City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip -- --'--- Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ,i3 c Type of Work: Addition Alteration Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** b O Permit Fee $ (2 5-5® °y CCF $ � - CO /CC � Training/Education Fee $ 0 Technology Fee $ ��� „„�. • 3 Radon $ `Z"c p` Zoning Bond $ 30� Structural Plan Review. $S 0 s n 'TO Submittal Nota $ - `- Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 3 � `•- Miami Shores Village ,__ _ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical ['New Plumbing Mechanical Roofing 1 Master PermitTF — /. 2 Permit No. Zip g /f r Phone # Phone # Square Footage Of Work: Zip 2 3 / 858- 0 J4 fr. LA.J, te r " \ ❑ Repair/Replace ❑ Demolition 0 � � • ' 0 0 0 n u_ 8 Q1-- a • y O 2 0 LL LL 0 0 NOTICE 0 A RECORDED COPY MUST BE POSTE PERMIT NO. 2:A0.3 — 1 3 7 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: /rl.Q.sr,'S / ,ea-( Sec- S P45 /0 - Le /0 1 a' la Ld't 9 .84 79 /933x - /3 /5. ofZ;xz2S fiV4 /✓F 97'` —" S,EP 1' "7.0"1 2. Description of improvement: 3. Owner(s) name and address: �SSl /o A/E 97 .7z.eee-t /1Avv, 5loea.3 , Interest in property: ©w en Z. Name and address of fee simple titleholder: Surety: (Payment bond required by owner from contractor, if any) Name and Address: --- Amount of bond $ �'-'- 6. Mender's name and address: /k1es-J-7 e ontractor's name and address: Signature of Owner Print Owner's Name Se 10/4 Sworn to and subscribed before me this CF-IN 2004R0132898 F COMMENCEMENT OR Bk 22074 Pe 1837; (1a9 D ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 02/27/2004 1045:27 HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA _ AST PAGE TAX FOLIO NO. / / Q /y-2Z ,ti Notary Public: A. Print Notary's Name: Anti ijernondez My commission expires: 2.27 -b.er OT YS ANA MARIA HERNANDEZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO DD049229 MY COMMISSION EXP. AUC. 27,2005 Prepared by /NA ije -eAb4 /eo day of ��,euA,e , 20 01 . Address: 6a) Seed :9) Rend 1111111 111111111111111 1111111111 11111111111111 Mion i W..3.3/.79 Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: .' Sl, . 7E ee. .. -.- L /S : 1 addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided i Section 713.13(1)(b), Florida Statutes. ame and Address: AJc,tig xpiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a • ifferent date is specified) 0 � � • ' 0 0 0 n u_ 8 Q1-- a • y O 2 0 LL LL 0 0 NOTICE 0 A RECORDED COPY MUST BE POSTE PERMIT NO. 2:A0.3 — 1 3 7 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: /rl.Q.sr,'S / ,ea-( Sec- S P45 /0 - Le /0 1 a' la Ld't 9 .84 79 /933x - /3 /5. ofZ;xz2S fiV4 /✓F 97'` —" S,EP 1' "7.0"1 2. Description of improvement: 3. Owner(s) name and address: �SSl /o A/E 97 .7z.eee-t /1Avv, 5loea.3 , Interest in property: ©w en Z. Name and address of fee simple titleholder: Surety: (Payment bond required by owner from contractor, if any) Name and Address: --- Amount of bond $ �'-'- 6. Mender's name and address: /k1es-J-7 e ontractor's name and address: Signature of Owner Print Owner's Name Se 10/4 Sworn to and subscribed before me this CF-IN 2004R0132898 F COMMENCEMENT OR Bk 22074 Pe 1837; (1a9 D ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 02/27/2004 1045:27 HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA _ AST PAGE TAX FOLIO NO. / / Q /y-2Z ,ti Notary Public: A. Print Notary's Name: Anti ijernondez My commission expires: 2.27 -b.er OT YS ANA MARIA HERNANDEZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO DD049229 MY COMMISSION EXP. AUC. 27,2005 Prepared by /NA ije -eAb4 /eo day of ��,euA,e , 20 01 . Address: 6a) Seed :9) Rend 1111111 111111111111111 1111111111 11111111111111 Mion i W..3.3/.79 SECTION BY DAT , Zonin: �� �� _ :_ �Q r . a a 4 -0 Electrical IMW M I I iL -�� Mechanical Plumbing Fire Public Works _j rp Structural Building Official lirifi r'a Ktii Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) J FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) O OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) Cl OTHER (Specify & Attach) $ 3 ( sq.ft. = x /1000 x0.60) (¢.005 /sq.ft.) (¢.0l /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION O CONDO ASSOCIATION APPROVAL (Attach) J BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ DATE: Revised July 2001 10050 N.E. 2 "° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Minimum Fee Condensate Drain Dryer Generator Outlet, Appliance Refrigeration, Tons Service Repair Cooling Tower A/C Central 1 -3 Ton 9 Fan Vent Hood, Cost Outlet, Wall tct Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch q Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights 7. Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold /Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range /Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p /PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom /Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television S. Service, Number of Amps Water Heater New Minimum Fee Condensate Drain Drains, Roof Generator Miscellaneous Fixture Refrigeration, Tons A/C Central, Tons Cooling Tower Bath Tub Heating Strips. each Drinking Fountain Vent Hood, Cost A/C Wall /Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process /Pressure Piping Gas - Appliance Bath Fan - Vented, # 7. Fireplaces, Number of Pressure Vessel Gas - Natural A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile /Res. Lavatory S. Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply q Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 2 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and /or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, /• UNT / F MIAMI -DA Srgnno Print Name Print Name Sworn to and subscribed before me this / r day of of nt ANA MARIA HEN SEAL NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DO049229 MY COMMISSION EXP. AUG. 27 5 Signature of SEAL: Personally known OR, Produced Identification Type of identification Produced: STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: PROPERTY OWNER ,517•7 / 7% Name S/%1";9* Address area A' 6 // 9. 7 v gle.ea5, � _ / / 5-2 t s i-i O �j ////•'► , 1;" Home Telephone J . g0305 _ 2 , 3 �/ z / 8 _ ® Business Telephone Demolish Fax jc 5 p 7 7.5 90 A Shell Only ENGINEER New Construction Name ��'' / fr ,�jldrt Lpcwie X " /i!/4 License No. /I 7)0 Address 2 Ce , S c }, / / .9ve. So/ 3 o 4' a..L .rR As irk 13/ 0c/ Telephone 305 ,./..6,/ Z /6..e Repair Fax c65.— 4/6/ 2. 2 g 8. Alteration Interior TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: Folio Number A/ 3 zo6 b/% Z '710 Lot /® /a htq Block 7 ,xn,' _ 5_3 PB S� /0 PG 7 Current Use of Property !?e S!'len if L Proposed Use of Property .C g /i4. 4 I / ,-/ Tenant Information Subdivision Complete the attached permit application which must .e s' ed b e . o owner and .ualifier. Bo h i natures must be not.rized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT TYPE (✓ ) Address A)( v9 z4 Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Paid with chece 11@5 @5O.00 PERMIT APPLICATION Master Permit No. �i'o�C)U� • IS I,`� Subsidiary Permit No. S 4eeei /0?t:m.' Sio , .1g /LI City / State / / Zip Description of Work , /id // 2`, "lei/ h7C.d ccer H �4 t1 ! 1�L� o� �tv2s4�i P . Zoning Linear Feet Square Feet 13' S g Units / Floors 1 Bldg Value T9d2 Value of Work Tax Assessed /Appraised Value Flood Zone Base Floor Elev. CONTRACTOR Name License No. Address Telephone Fax Qualifier Name a B Iv'a r) . sm-cv, -N( ,-2/: 6)71 - 11( 4- t, Owner Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I 5,. „9 S , being the legal property owner, for the property Located at: ' !Y A) t 9 7- tIzee-f /Ji, w/ £' .a 3 /.8 , Legally described as /o 00//- 3Z -o / y - -go, Sec 3 zo f /o 14'%J 41” 947 7 `/. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td Arork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the constriction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this ) day of Ebit 4, 200 who is personally known to me or who has Produced FL TJ(tvt.§5 U coos.--( as identification and who did take an oath. RACHE .LE SANCHEZ tarE MY COMMISSION # DD 169154 . a= EXPIRES: December 3 2006 RA Q: ` Balled Thru Notary Public Underwriters