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Inspection Worksheet Miami Shores Village rm 10050 N.E. 2nd Avenue Miami Shores, FL It L.� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/10/2006 Inspector. Grande, Claudio Owner: YAO, JEFFREY Job Address: 83103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Quildinn Denartment Comments Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number Lot: 1121360130980 FINAL DRIVEWAY PAVERS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 9, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 rJ3051795-2204 2nd Avenue Miami Shores, FL L Pho Fax: (305)756 -8972 Inspection Date: 01/03/2006 Inspector. Grande, Claudio Owner: YAO, JEFFREY Job Address: 83103 Street NE Project: Miami Shores Village, FL 33138- <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Foundation Work Classification: Addition /Alteration Phone Number Parcel Number Block: Lot: 1121360130980 Wednesday, December 28, 2005 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 12/23/2005 Expires: 12/1212006 Permit Number: DS -12-05 -1179 Owner's Name: JEFFREY YAO one: Permit Type: Driveways /Sidewalks /Slabs Work Classification: Addition /Alteration Job Address: 83 103 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACE EXISTING CONCRETE ASPHALT DRIVEWAY WITH PAVERS Additional Information Type of Work: DRIVEWAY PAVERS Additional Info: Bond Return: the issuance to me of this permit, I agree covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Bond Type - Owners Bond $300.00 CCF $0.60 Education Surcharge $0.20 Miscellaneous Fee $14.00 Permit Fee $111.00 Scanning Fee $6.00 Technology Fee $3.15 Total: $434.95 Building Department File Copy Applicant Signature Parcel #: 1121360130980 Block: Lot Section: PB: Total Square Feet 720 Total Valuation: $ 800.00 Foundation Sidewalk Landscaping Final Invoice Number Amt Due Amt Paid DS- 12- 05- 23238 $434.95 _C Total: C) DEC 2 3 PAID c-v— —AL Z NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. j A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING; ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: R-3 h67 493 S 7` — Roofing Contractor: ®��lQ �D� /•�/� Type of Tile:�il%r/p�� Date installed: Approximate Roof Height: 0/ feet Roof Pitch: &/ Type of Access to Roof: PIC Scaffolds Ladder Other Approximate Square Footage of Roof: 0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMVT I) BY: Remberto Contrer P.E. P.E. # 21522 A -1 C( )ONS 1 G ENGINEERS, INC. Lab. Ce fi ion # 01- 1224 -05 , r r z 4961 S.W. 75ft Street, Miami, Florida 433155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 -77 V-7 NOTE-S: ° ~ 03/07/2005 22: 36 .^ - , _ JUAN NADRUGA PAGE 02 `^ .^ ` ° Name: Permit Job Address: Roofing Contractor: Type of Tile-, Appoxhuate Roof Height, I I feet Poof Pitch I- a Type of acdess to Roof- Scaffold Ladder- __--other Approxi m.ate Square Footage of Roof-. I ft Required Testing Force: 35 Ibs, ° / , ^ " 4 I Z ?-$ro gru a mm 6 r 1 Florida Building Code Edition 2002 High Velocity Hunicane Zone UnNorm Permit ApplIcabon Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: LM AZ 5 A-, a zu S Notice of Acceptance Number: _ I I °- 0 e Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 4S 0 _ 132• q S P3:_ qs , Maximum Design Pressure From the NOA Specific System): v� N )� Method of the attachment: POL, V-'A Steep Sloped Roof System Description Deck Type: ype Underlayment: Roof Slope: :12 Ridge Ventilation? Mean Roof Height: d `/V C) C) 6- Type & Spacing: iesive Type ���.>`►� rr.o , �ofi � h 1. ype Cap Sheet: oof Covering: • Type & Size Drip Edge: ,, . Vv 4 GAw A Nal(.e S kQ Y1 Ral l r auAAtlrc COOS comet uNcs og]ca (Acco) M�WWADZ COUNTY. RIMMA t40 Y/M NLAG= Sty= surra lgo _ f3tt3)'7SNILUI F FMM .NO f30S) 371.908 TICE OF ACC pT G� (NOA) 6801 NW AVU%o BUAWL n 33166 SCOPZ; This NOA is being bmacd wxW the appMCable rules And t SUWIOtts governing the use of otnsftation eaMWWI. The dac U ntAtion submitted has been reviewed by Miami -Dade County Product Coutwi Division and aeeepw by the Board of Rules and Appdiis� ) to be Weed in Miami Dads Co mV and other eras where allowed by tba Aldho tY K SAW Jmiedi+et o Tt h NOUN shall sot be YOU eticr the tio" date tweed below. The Miami Wade County Pro&wt Control Division (in Miami Dade County) 2MVer the ARI (in sneer other arena Miami Dada Gouaty) reeervo the right m ht<ve this product a material tested fors %!9 y imme- e.ptn�poeee. If 96 Fradaet or mwariel•faiter to-pbftm in` - the accepted. C, )ho Manafectura will inmrr the expense Of stuch tee sad the A1HJ may imme&Wdy rovoko, mod*, or suspend the use of such produce or water wltlria their jwisd cdm RORA reserves We right . to WXtWW revelre this weptaaoe, if it is dtgotmined by Mitnd•Dade Cauchy Pte" Control Division that this product or fA& m meet the r**dr meats of due applicable building code. This Pmdud is approved as dualbed hssein, sad has bew designed to cam* with tije kligh Velooity Rmliaane Zane of the FlorW& Building Code. MCRIPTIONt Mass "r Clay R,sof We LAB1t M0. Hach vast Shan ben a paxoseent lobe) with the mmufaounWa name or logo, city, Suess and followttag sbtatna tt; "Miami -Dads Com* PMduot Coatral Apgo rod", unless outwits noted herehL RZNZWAL of this NOA sisal! be owAds" d shw a rmww&l appllaation tree been lilcc4 and them her beat no obange ie the applicable building coda neg"Iy atfectInS the parftxmance of this product, TBRMAT IO14 of this XQA will ooaaa aft the axpiretion date or if throe has been s revision or change in the In"Wala, +use, An+cllor manu6rOttae of the paodsct or process. Miaow of this NOA as an endo"ema t of qw prodnot, for 011, adverti�ing er any outran parpases shall aptomatltB, termbuata this NOA. Fathue to wmply with any section of this NOA shall be douse furtominsdon and removal ofNOA. ADVRATI$ZM f Tho NOA number preceded by the words Miamad -Dore)» CoutttY, Florida, and followed by the mph%dan data may be displayed is edvariift litectt m. if any pordaey of the NOA is diaplsyed, then it rball be done in its antirnty. INSPFC"1"IONt A an of to can NOA shall be provided to the uses by dw =w4ctaft or its di ributvra and Aa be available 9br bsspeetton at tine job site at the request of the Building Ofi3oial, 'Phis NOA oansisb of pauper i tit nth 7. Tb c aubmtttad doaunentation was mviewad by Pnek Zdoags, RXC d 19Z? LN NOA Nea Will&* 13*M aDaw Z?J1W Approval Dater "421" deal Nti9 �11:11 NOZ 191180 WG6: ROMI NG ASSEMMLY APPROVAL category! sub -Cate ry— Materiel. knelling Roofing Tiles Clay .1. SCOPE 7M4 renown rocfsng sy*m usint Altuss Gale Piece S' Clay Roof Mlles, as ntsnufncturvd by Almoer (USA), Inc.. and demlibel in Section 2 of this Notice of Accaptaace. For loaaaotw where the preum ram, as determined by applicable Huildisg Code does not exceed the design prelettae valm obtained by calculations fin comhanca with ItAS 127 using the vzh= listed in section 4 hemin. Thm attaolimm cslmWom shall be done as a mommt besod system, 2. (PRODUCT DESCRIPTION MMLMUMed Test 21 MM" � fifdt�! Akan One Piece 'S'..� L =18'/ + "'�� TA5 112 Tlls W - 10.3" May 1994 yi' thick tfominal 3.25" high Dim Piero Lo no; varies TAS 112 Width: vary vsryim thiclmeaa Clip L a 6" PA 114 p.. 0.121" Clip L &b - 2" PA 114 00ta6er 2001 W ," `h" Dec, 1991 0.05" tWok 2.1 SUBl1 UTTED EV1 DEN+CE: Teat Ammey Test 1� dendncr The Center for Applied 94-083 EagitaaerQtg, Im. The Cmw for Applied 94.084 Enginemtg, Inc. 'fit Camtcr for Applied 25- 7200.1 Eagineertag, Inc. The Center for Applied Project No. 307023 Enginovring, lac, Tait ii 0CA 78 Colotox CorpervdanT#04g MTS $20b49 PRJ Asphalt Technology, Inc. CLF-003-02.41 Rcdlsud Tecilnolalit a 7161 -03; Apps aft III Product Dos,ceirtittn High pmfila clay roof tile. For direct deck or ^ baura ndi -on, mortar act or a4e ivo sot applioations. Accessory truce, clay roof pieces for use at hips, takes, ridges and wlley terminxtiona. M®mftotttrod for sack tile profile, Tile clip L Shaped die clip TootNamctRmh Dote Static uplift Tearing April 1994 PA 101 (Adhesive Set) St etc Uplift Tenting May 1994 PA 101 (Mortar Set) Static Uplift Tostiq Feb. 1995 PA 1-02_. (Qtetol MINO . e ye"41, rattans) Wind Driraa Rain Od. 1994 ?A 100 PA 102(A) May 1000 PA 102 00ta6er 2001 PA 102 Dec, 1991 NOA Pao.: 02.11 M3 Exptratha Deft- MW Approval Date. 12112/02 Page 2 of 7 M Test Amy Te Idraiiiier Tat Namely+" 20 Rs4wd Tschwlogios 716143 Wind Tunnel Testing Doc. 1991 Appendix 11 PA 106 (Nail -On) Aedland Teelsntgagied Letter DMM Aug. 1, WbA Tumel Tekng Aug. 1994 1994 FA 108 (Nail -On) Redland 7eohoologies M31 -01 Wind Tuftul Testing July 1994 PA 101 CMortAr Bet) Rcdltmd Teehnvlogiea P0402 Withdrawal Refinance Sept 1993 Testing of to" vs, smooth shank naih Walker P,nonwit ;, Inc. Cakulatimu Aexedyutnic Multiplier Mauch 1999 WalkerEngiaooring, Inc. Evaluation Calculations 23.7193 march 199$ Walker EAgineerint Inc, fivaluadaon CalaaLdiobs 25 -7094 F+sbtuary 1996 Wnllax L'n&"rW4, Inc, Evaluation Cslealetions 23 -7496 ,ApAl 1996 Wadboer Lvai"bou Calculations 25 -7594 December 1996 23- 7904b•8 2S- 18044 & 3 25- 7648.6 3. LUNWATIONS 3.1 Fie elaeaifitx dM is not part of this WWttntae. 3,2 For Moller or aaadve set life apphawflom, a stabs field uplift teat ahall be performed in &eccrdtaos with RAS 106. 1 3.3 Appliamat slash relaia the Wrvieos of a Naomi- Dia'County CerlifieQ, Isharatory 10 p�fonn quarterly test in t000r4sn" wvitth TAS 112, appooft W. Sash teetie�g mull be Submitted to the Building Code Compliastoe Office for review. 9A Minimum smd9r*mcut Abell be In oomxpliecoo wills the applicable RoBftg Applications 9tamdsad$ listed section 4.1 herein. 3.5 30 /90.ha mapped tmdalayment applieadmi may bo installed perpendicular to the roof slope uniess owtod o$seraise by the smderhym+mt mta+te W Umufapdn'ets published Uftmture. 3.6 This wcepVw is for wood deck applicadona. Minimums dock requirements mall be in coVolimee with aWkable b ildtag coda. 3. 7 I&y bo installed on dopm 7 . 1,2 and greater. 4. INSTALLATXON 4,1 Aimar 'Aiivas One Pievs 91 Clay Roof Tih and Its eompou tts mhall bs Mad in strict compllseve withRoofingApplication Standard RAS 118,W 119, and RAS 120, 42 Data For AttwhMM C419WOAOW r,7? • iu N'OA Rio.: 02-1115.03 Expiraden Doft 12/16M 4pmal Dam 12MU2 ftge 3 of 7 Table i s Avenge Welght A std Dime mlanw (I x W ) Tito P't'rrlllo Woight-W Qbq Lergh -t (ft) IAtidth•w (ft) rro Phca' ' a 8.9 1.02 D.975 r,7? • iu N'OA Rio.: 02-1115.03 Expiraden Doft 12/16M 4pmal Dam 12MU2 ftge 3 of 7 Table 2: Aid o lore - Ora y�' 1 10 Pronle oofloollon X t Direct Dock lcatlpn One Plooe'' Tta 0.2:63 0.274 ToOls 3. Ora ft4bf Tito 3": 12" Dille i loQ 4 "I 12" S"; 120 E�rofile es r lec® 5' I a Too 4.4 Unma I Woo eadwe I Oract Do* Battens l7 Decit eatcsro I 0(rect D k 412 4.40 1 5 X7 6.5 2.8 420 1 &.03 4. L 4.90 Table 4: AtWO11MAnt ROIO INUnCo BWOSW ae a Morraent (ftab) for Nab•on bysteMs Too F"taner Typo Direct Doric Dh sd Detk Battens E�rofile 1 (Min 1N32" (Min. 15132" PlyWood) plywood) Pieoe'S' VWMAi haft N 412 19.4 1.100 SrnOOth or Scmw 5.1 6.5 2.8 TUe , r Shank Nap math W Drew 819 9•2 3 ShanktJa Sorew 28 2917 NIA 58.2 582 .9 1 -1Od I�IT1D�h Or S0 281 23.1 19.0 i Shank Nei old l rnppth or Screw D,3 29.3 2a•0 Shank Net Em 01 2-1 Od Smooth or Sow 27.6 27.6 38.9 i Shank Nall * (fWd Ofel or 3sew 38.1 3a.1 41.8 i umtrow IN I I Altuasf cl l" cll Ion* Place . T1le' 9 Screw wltlt clip (et the 167.1 187.1 how ot•9M► One Plaw "S" i screw wb cap (at the 39.2 36.2 WA r1o, Wolof 2LAM of t") 1, no b t d M ffie Wk NO" ft h of tho Oka. `table 9t Atteohment fte ;&a ce pressed as a MomOnt M, (fwbfl for Two Pggf Adhoolvs Mtoms tits The Appd90at O PlUnlmuls+ Attachment Prcrflle One e 3 2 Soo sm I for Instabdon rsWmrmrft. parry TROPON AWW wee ght W Paby 10.7 groyne, kyLAME wai A1106 . NOA No,, 03- 1115.03 S eiDU%121 07 App-ovd Due: 12111/02 xv. pees 4 d7 ¢ d [97 7, eN 'N��' i , GOW 9 f sac; l . t Ta" 68: Amahmutt.R,eeloUnce Bxpnesed N e Moment - W (tt0f) Tile �. LADE MO aT idea$i ble aaakiag a €the m+atiuf+v ret,& uatno or logo, or All tiles ehnil b a u�apr not Couu Product Coottol• Approved "•� y follows" amumment: "MW&D�de tY 6. UMDING pffitAYY"Y' REQL NTH 6.1 APplicgdan for buildkg gossnit Shall be ywnied by copies of they WOWing, 61.1 This Nodoe of &i P"Mcs• 8ulldh+t$ t7Pllciel of appliosble building d.l.Z Any other do¢umet►ts required code in order to propeely ualulb the indallSiion of this System. .ftov" DRAWINCS ONE P=CZ If CI AY ROOF IMA • Y L My t10 *d In Atttrea I'M MWMIUWO by ullwte Do 'IoW 3A (AUM to Atn 04 ML is itr bnp by 10 ur Wide rorow i, My no aloe L Fmw dra mean L t+tww on w1171 weep we 4. Metal Wmae L AfptO 0000 opwtt. Heevf► belly ampow of NOOK rd oft mfr* ow Wvdm to 4STrr104dt l and Pftlfnl sofa BSCH 83 rm 1. b C4lrteet t#orlar s 8tpr�d Caerertte-oorfaMIN to ASTM W bce M 6 Ibtttend Gereen"nfon t to ASTM C -130 tyae I L "my own"t -oov to mm 041 type M L Sand - fermi N M ASTM 0.144 t 4raded. mean roll on born tmaRNirde. >L Aftoo* mft a A9TM10-m typo U tWt Ode) mmm 207 + — 19-1 -A L tbn+biU*M d feraent 207 F-1 -C /. Noma ftw 110+— 64 Oe+dwov to mu 000 Flaw Taft 1, btckipp: , Wd asoft urul be of ptopu map PAP rnlr "" *wfd a to aatatwbsyedfgwtf and properly ttgtfrod sp appal ON & pm I*& Dealdtg fiatetlu roll MUD" OF n sm otet ov wlsl IN bat Wift coo fle4ul w". 3. Ue4stir4eu+t, Now lnual aA VNVM nt fn wr4 wom or icy AMOK Sww1p 1w Who Vow Bret War to stepad malt widw 81e wblt ft beet on* MOM br oora f6 MOM idt rat Ina than 43* W4406 feet two ft*w Ma mwpwl Consrdt foal Bdedt * codes far tlamptle" I" hflsiledfas A AMbntge Mil and plater, LOY one layer of dry 9w bas shmm with a aoaw rwtditwm s, headlop and 6• fills 14P and rmff*W V too hadtap. All cite nail plovestiona e0 be sealetd with pintw cfrr,tnt, ttt� -Ba bahA�lbo1. , 1. PltCnee 2 1W1I e(id p&W OV%f 10 b oft tuft for atMb kft UY ern kw of 300 tut. son m 0= wo tle tie a cads N O&K Liv watt rrinhYM r Rump• X* go# MIWV *dWd r*Wq 10 to be 10* awpped MOM 00 felt riot �'ab%+adHiaNAft 3" tlndUp en0 a" fill. bp. Bx* aatl 90* Mt m or w teat P46P a1 !)elirM. wk-on Nowwo UA L00Ri ALTUSA I)' FIRP TILE 8% F- z E NAIL Ord !M� VMK fain MAIt rna L9 o `rrwA;• 401AVeM NAIL4R0 4A1U TO GABLE SECTION rut a moat YILI tM4 woanMAR MOW rna *a.t Pilo . NIP AND 11BQE SECTION loamw r nteBY ate+► "a eweromm CLIP"" miq CLIP DETAKS (COWT) .. . ,,..... CW;►,41C�fTOSfAi r 'r! 1977 aN :vr (COY= our Me I*mw Im 10 "a" NAIL Rau WIAM aTTO 7N= NUAD OF 7A9 TM K 111t° 13f* 9H' END OF THM ACCU"ANCP NOA No.: 02.1114.03 FApinoulm e: 0/16107 Approval Due: 12112M ftp7d? ��IE�(I 1007 g�aad r t *. 44u DE MU 'arMem a- TiL@ NY ALTl10� tMJ Mir 6"NUAIR (C0YM m HOW CLIP ibltt! am (9 aemw ATTACSW TO DIM a 11?? ON SOM RO THE 000a ffOLE NEAMT TO THE HLIW 00 THE TILE CLIP 110AN.a.; 07.11Ls13 U"tlas TWIa 12/16107 Approval Dates 12/12M Pa0e d of 7 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/14/2005 Applicant: JEFFREY Owner: YAO JOB ADDRESS: 83 NE 103 Building Permit Permit Number: BP2005 -487 YAO JEFFREY ST Page 1 of 1 Contractor ALCO ROOFING COMPANY Contractor's Address: 7137 SW 44 ST Local Phone: Parcel # 1121360130980 Legal Description: 36 52 41 3152 42 MIAMI SHORES SEC 5 PB 10-47 LOT 21 & W1/2 LOT 22 BLK Fees: Description Amount FEE2005 -4836 Building Fee $300.00 FEE2005 -4837 CCF $6.00 FEE2005 -4838 Training and Education Fee $2.00 FEE2005 -4839 Technology Fee $7.50 FEE2005 -4840 Scanning Fee $15.00 FEE2005 -4841 Submittal Fee ($50.00) Total Fees: $280.50 Total Fees: $280.50 Total Receipts: $0.00 Permit Status:, APPROVED Permit Expiration: 10/2/2005 Construction Value: $9,600.00 Work: RE -ROOF WITH CLAY TILE ALTUSA VENEZUELA Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: nv a il%.c yr bVmmcnumcn 1 �A RECORDED COPY WJST IE POSTED ON THE JOB WE AT TIllliEr OF MIST RISPECTM PERMIT NO. TAX FOUO NO. THE UNDE MGNED hereby gigs rmtioe, that I np waner>ts will be made to mtdn and profit, and to aw"derme with Chapter 713, Florida SWUAM the Wowing b tmatlon Is provided In tht Notice of C nmencernent. 1. Legal description of property and street/address: dU - /(1-5 2. Description of improvement: 2e Z(? 3.Ownarts) name and address: Intt In property: Name and address of fee simple titleholder: 4. ContracWs name and address: -7/ M 5. Surety: (Payment bond tqr Bred by owrtor from contractor, if any) Name and address• s-PNE OF FLORIDA. t.•.. Inz, :&d it Amount of bores . 6. Lender's name and address. / t;� ,�W � *.0 tiARW t RU v IN, 7. Persons within the state of Florida designated by provided by Section 713.13(1Ka)7., Florida Statutes, Name and /,n fuMMU #IMMENIM110111 OR Bk 23257 Pe 3044; { P9) RECORDED 04/11/2100 1347:26 HARVEY RUVIRY CLERK OF COURT 11IMI -DADS COUNTYr FLORIDA LAST PAGE CORM af 15S may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. .,,-, Name and e. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a di fern t cue Is soecfted) ) Print Owner's t Sworn to and sub w4 before me this 0—)S day of 20 _. Notary Publ Print Notary My commis 12SAI -M PAGE 4 At, �Aj Address: FS Ad, ) 4 -->, MI ftj) ---St�U4rs SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the P er and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 4. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) vprfofrimance the purpose of providing that the roofing system meets the wind resistance and water intrusion standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. �. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in coordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Co e. (The roof deck is usually concealed prior to removing the existing roof system). nLO2-- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner hhuld notify the occupants of adjacent units of roofing work to be performed. J4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail p netrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 15. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. MILS. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability t )srvice t natural airflow through the Interior of structural assembly (the building itself). The existing amount of attic vlation hall n b educed. It m be b eficial to consider additional venting which can result In extending e lift of th,� r Owner' / e s n ure Date Property Address Permit Number Signature 0 a v Florida Building Code Edition 2002 Hth Velocitj► Hi ftm Zane Uniform P9mdt AW1=d n Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay 71le A,B,D,E 12.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,465,6,7 Other As Applicable 1,2,3,4,6,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing On 7.1 Any.Required Roof Testing/Calculation Documentation 123_01 -48 5/03 PAGE 1 Florida Building Code. Edition 2002 Woft Hunimm Zone UnWorm PenNt AMD=dw Form. Section D (Steep Sloped Roof System) Roof-8ystem Manufacturer: C � Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: . p2:_._ q P3: T S • 1 Maximum Design Pressure From the NOA Specific Method of tile attachment: LC—) ( I v Steep Sloped Roof System Description Deck Type: Roof Slope: nsulatlon: :12 Ridge Ventilation? Mean Roof Height I ° y 12301-48 5/03 PAGE 4 P'�-o --�O FeL-T- & Spacing: om Type -- � Cap Sheet: No- TtFL� oaf Covering: Type & Size Drip Edge: GXki U-- t, fi4Cz , C'- Q® - uj \I I � � kc, �1. Florida Building Code Edltlon 2002 fth Vel Hunicarre Zone Uniform Permit AWcatbn Form. S ®coon E (Tile Calculations) For Moment based tale systems, choose either Method 1 or 2. Compared the values for M,with the values from M i. Uthe Mt values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI: z ;L . _J— Mg: = K, NOA 11ir (P2: z I m _� — Mg: m M,a NOA P4 (P3: z ;L Q —a — Mg: = N6 NOA TV* Method 2 "Simplified Tile Calculation Per Table Below" Required. Moment of Resistance (K) From Table Below NOA Mr M, Required Moment Resistance* Roof Stope I IV 20' 2F 30' 40' MIZ 34A .5 If-12 2BA 30.1 31A =J 34A 3 A 28.0 :2 24A 25A ZT.1 *Must be used in conjunction with a list of moment based tale systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tfle systems use Method 3. Compared the values for F' with the values for F*. If the F' values are greater than or equal to the Fr values, for emb area-of the roof, then the tile attachment method Is amptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P, : z l: Z w: _ — W: z c:os @: = Fn: NOA F' (P2 : z 1: z w: _ _) — W: z cos @: = F ,2: NOA F (P3 : z 1: m z w: _ _� — W: z ccis @: = Fr3: NOA F Where to Obtain Information Descrlp§on Symbol I Where to find DesienPressure I P1 orFU 3 I RAS 127Table 1 or bvanankmeabsanalysis mvomd W Mbasedon 12301-48 5/03 PAGES Florida Building Code Edition 2002 7 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tale systems, choose either Method 1 or 2. Compared the values for M, with the values from Mr. If the M r values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable, Method 1 "Moment Based Tile Calculations Per RAS 127" , c (pt; A 'f7z� , –Mg:� Kt NOA Mr (P2: r. 'J� z e 'LC , m , – Mg: ,' •, ffi M NOA 11� � 4,41b C I VC (P,: °� zx °•1, `(® 410 –Mg: sra 13- NOANk Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA Mt M, Required Moment Resistance* Mean Rod M — Roof Slope Heig 15' 20' 25' 30' '01 2.12 34A 36.5 Roof Sipe 39.7 2 ��� Multiplier NOA Restoring Moment due to Gravity 3. NOA 4: Mr NOA 33.8 K 37.3 5.12 28A NOA 3 . 32.8 34.9 Av Tile W ' .0 29A 30.5 3 AA 7.12 24A 25.9 27.1 2 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method I Compared the values for F' with the values for F,. If the F' values are greater than or equal to the F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w: = _) – W: z cos O:._ = F,,: NOA F' (P2 : z l: = z w: = _) – W: z cos O: _ = Frz: NOA F' (P3 : z l: z w: – --) – W: z cos O: = Fr3: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof llpi& H Job Site Roof Sipe g Job Site ��� Multiplier NOA Restoring Moment due to Gravity Ma NOA Attachment Resistance Mr NOA Regaiied Moment Resistance K Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Av Tile W ' NOA T e Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time ofpertnit application. i'- .16 5 '03 PAGE 5 PILE No,494 09/16 '02 12:25 ID: e39 /ijl ''M 18:43 38W8880511 t� 0 FAX: PAGE 1 SANTWE TILE CORP PAGE K E F AC )✓P N E Stlntst Fe Tile Corporation 10302 N.W. South River Drive, Say #16 ]Medley ,FL 33178 0 MIAMI.nA.og COUNTY. FLORIDA Mt 'rit0.1DADE rUAMER BUILDING $UiLDI1YG COD1 COMPLIANCE OFFICE MMO -DA1DC FLAGLrR BUILDING 140 w=r P'LAGIAX $ rUC, SUIY1,1603 .MIA&AL FLORIDA 33130 -1563 (305) 375 -3901 FAX CM) 375 -M CorrrRAtTOR bICC lou SECTION (303)373 -25r i'AX ("d)37S -Ws CoN'riiAC1' w) 37S 2966 F X t7 0) S rRoouc'r COMTROI. oivtsto.9 (305) 355 IM FAX 00J) 3724330 your application for Notice of Acceptance (NOA) of Spanish 'IS" Clay We under Chapter 8 of the Code of Miami -Dade County governing the use of alternate Materials wd 'Types of Construction, slid completely described herein. has been recommended for acceptance by the Miami -Dade County Auildi*$ Code Compliance Office (BCCO) under the conditions specified herein. This NOA StAll not be valid alter the expiration date stated below. BCCO deserves the right to secure this product or material at any time from a jobsite or manubdurces Plant for quality control test ing..If this product or material fails to pa%form in the approved manner, 3CCO may revoke, modify, or suspend the use of such product or roater3al Immediately. SCCO reserves the right to revoke this approval. 'if it is determined by SCCO that this product or material fail& to meet the requirements of the South Florida Building code. The expense of such testing wilt be Incurred-by the manufacturer, ACCEPTANCE NO: W Raul Rodriguez WIRES' 02� 01/2m Chief Product Control Division This application for Product Approval has been reviewed by the BCCO and approved by the Buildizv Code and Product Review Committee to be used in Miami -Dude County, Florida under the conditions sat forth above. Gc Francisco 1. Quintana, R.�•, Director Miami -Dade County APPROVED. 0] I Building Code Compliance Ofriee 1�CO�St1001yeZ00W1umpncss ie� eoceponta 00"r p ,dot Internee mail address: E�"sstergbulidingendeenllne."M 0 Hoa+ep*Zc: http :tAvww.auildlag;:odeontlne -com F 1,LE N9.494 N116 '02 12:26 ID: �:Ax s PAGE 2 39/19/2882 16:43 3858868850 SANTAFE TILE COW PAGE 82 • $A ACCEPTANCE No.: 00- 1212,06 ROOF] rw ASSEMBLY APPROVAL nt _ goofing Approval Oate. FCbruary L1QQI a t 47320 Roofing Tiles Expiration Date; February 1.2006 m2t , •a Clay Roof Tiles Deck'7'v»c: Wood 1. SCOPE This renews a roofing syatgrm using Santa Fe "Santafe `S" clay rooting tile, manufactured by Sa as& Tile Corporation dascribod in Section 2 of this Notice of Acceptance, deslgned to comply with the South Florida Building Code, 1494 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined byApplicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 wring the values listed in herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT I3ESCAIPTION Mnnuf$eturdti by Test Product AgWIM t Aimlaslans Specifications Dascriptlon Santa& 'S' Clay 1 w 18" PA 112 One piece high profile clay roof the Roof Tile w• 11.5" equipped with two nail holes. For nail -on, An thick mortar set and adhesive set applications. Trim Pieces l varies PA 112 Aeeessory trim. Clay roof pieces for use at W varies hips, rikes, ridges and vallcy terminations, varying Manufactured for each the profile. thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test product P`rodaeS YlieetegSlota9 SPRsification_s ncseriptlon ly[Anufn�turcr Tile Screws #8 x 2 -'!a" long PA 114 Stainless Steel grneric 0.130" shank dia_ Appendix E 0.178 flute dia. 3. LIMITATIONS 3.1 Fire classification is not part of•this acceptance. 3.2 For mortar or adhesive set tile applications, a static ticld uplift test shall be perf"cd in accordance with RAS 106, 3.3 Applicant shall remin the services of a Miatni -Dade County Certified Laboratory to perform quattcrly test in accordance with PA 2:2& ' h811 be submitted to the Building Code Con+plianoc Of RRC Rooting Product Control Examiner 2 r 1 Le vy , 4.V4 V,11 IQ ue 1 e ; e ID; t-Hx ; F'F it a5/15/2002 10:43 3058880050 SANTAFE TILE CORP PAGE 03 y S9,r,&IEE T .E C'ORPORA11ON ACCUTANCE No.: W1212-06 '• 3.3 30190 bot mop* underlaylr=t applic bons may be installed perpendicular to the roof slope unless smtod othenvise by the undcrlaymeat material manufacturers published literature. 3,6 This acceptancc is for wood dock applications, Minimum deck mquir0MMts shall be in compliance with applicable building code. 4, IN9'!S'.+►Y.lr AVON 4.1.I Santafo'S' and its componcnu shall be inllcd in strict compliance with Miami Dade County Roofng Application Standard RAS 11 S, RAS 119, and RAS 120. 4.1,2 Data For Attachment Caicula60115. Table 2: R6310rin Moments aue za uravn - ma vy—, rtio 2":12" 3 ":iZ" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or Profile I* 5.93 1 5, able 3: ; T'lle lie I TVK) icatlea 4: 3.13 1 5.32 1 5.29 1 5.03 1 NIA Resistance Expressed as a Moment- Mf (ft-I For Nail -On System 'ails I e Scm%v I Two 5ortws I Osu Screw 61. nt Resistance Expressed as a Moment • M, (ft -lbf) Mortar or Adhesive Set S sterns Tile I Attachment - n2 I$Sik ZU10aga, PILC Roofing Product Caatsol EXRA+ixcnr 3 FILE kb.494 09/16 '42 12 :27 ID; FAX: PAGE 4 8811'x/2802 18:43 3058888058 SANTAFE TILIE COW PAGE 84 SAN TAFE TU GORWE ATION ACC ANCZ No. t 00- 1212.0 S. LAIDELING 3.1 AL tics shall bear tix innprint or identifiable marking of the manufacturer's name or logo, or followins swomam "Miami -Dade County Product Contml Approved ". 6. >l1CMDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accomparuod by copies of the following: 6.1,1 This Notice of Acceptaum 6.1.2 Any other docuaa* requited by the Building Official or applicable 13ttilding' Code is order to properly evaluate the installation of &ls system. PROFILE DRAwuic SAN Arty "SAxrAn S" CLAY lRoos TILE 0 0 IFMA1c 2uloava UC Rooting Product Control L,,Quwrw 4 FAX: PAGE 5 SANTAFE TILE QMP PAGE 85 ACCEPTANCE No.: 4 . z 2 Rone►val of thlr Acceprance *Provat) shall be cosaidercd after a renewal appliealim has been tiled and ttto original ttnbtaingti docutrtentadM including lwt app0tiag data, englnceriag dommonts, are me older thine eight i� Yeas. 2 Any and alt approved products 61+ttll bo permutneatly labeled with the manufactOWS mate, city, slate, and the Mowing "atemaa(: "Miami Dade County Pro" Control APpmvcd`, or as spedfically stated in the spe cift conditions of this Acceptance. 3 R=cwals of Ana yteM wilt trot be considered it s) There has been a eltaage is the South FICA& >6ulltting Colo t+�eetirtg the evaluatsa4 0l thii product and the product Is not in watpllance with the oode clulugete'. b) The product is no longer the scree product (Idendoap 88 ov oft ariginetly approved; c) If the Aeeeptanoe bolder leas not complied With alt the Mere menu of thl: aca:ptaacc. indUding tlu corral lnatsAa O4 of tiro product; d) The saglsteer who originally Pfd. Piped and sealed the required doe mnentadon initially submitted, is no loagar pmMicing the cagirteering profession. 4 Arty m-Adon or char is the materials, use, and/or mamztaeuue: of the product at process abed automatically be mm for k trainatfan of this Aceeptam, unless prior wztttea apps has bun requested (thr<ur h the filing of a revision application with appropriate fog) and granted by this olAce. 5 Any Of the following shat! also be grounds fbt retrroval of tulle Acoepwoe: a) Unsatisfactory pe:rfannanaa of" pnoduet or prm.,i, b) Misuse of this Aexeptam U aA endorseanent ot'any produce, for sates, 3dvtrd5ing or any outer 6 The Notice of Aeaptanu Murrbcr pnomded by EM words Miami -Dade County, Florida, and fellowed by the oxptzdtlon date �i' 6a displayed it advertjglgg iitafAtLu1C. It any portion ottho Notice of d displayed, then it "I be doer is its entlirery. 7 A copy of chid Acc+e 7UrCe as well as approved drawings and other documents, where it applies. shall be provided to the agar by the maDuk ara or its distributors and shall be available for kVcvYlon at tba job lice at all tinter, The copies treed not be tr=Wed by the erg nw. 8 1=silum to ootaply with any seedon of this Acoggonce shall be cruse for termination and removal of 9 This Acceptance contains,pages I through S END OF THIS ACCEPTANCE rremlt zvlaags, AR Roaling Product Control F- xaminer c ` MIAMI MlAbfl -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. n n METRO -DARE FLAGLER BU]LDING rl 140 WEST FLAGLER STREET, SUITE 1603 WAK FLORIDA 33130-1563 PR -C A SWAM (305) 375 -2901 FAX (305) 375 -2908 MDR- p "bRo CONTRACTOR LICENSING SECTION Stu (305) 375 -2527 FAX (305) 375 -25ss Spring ,TX 77383 -1132 `°�' �° u ` CONTRACTOR ENFORCEMENT DIVISION 2 X6.5 (305) 375 -2966 FAX (303) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (305) 375 -2902 FAX (303) 372 -6339 PP ep ' (N �- ro Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. f ^` This NOA' shall not be valid after the expiration date stated below. BCCO reserves the right, to secure this, - �.J 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- 0521.02 • IVA EXPIRES: 05/1 - 0/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS WWING CODE & PRODUCT REVIEW CONIIVIITTEE 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. 91W �-i" Francisco J. Quintana, R.A.. Director Miami -Dade County APPROVED: 06/14/2001 Building Code Compliance Office f 11304500011pc200011tam kM%nodce acceptance cover page dot Internet mail address: postmaster @buildingeodeonUne.com Homepage: http: / /www.buUdingtodoonUe,com '! Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category; Roof Tile Adhesive Materials: Polyurethane ACCEPTANCE No.: 01- 0521.02 Approval Date: June 14, 2001 Expiration Date: May 10.2006 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc, as 'described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications DescriRtion Polypro® AH160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dada County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Pro e Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Results 1.61bs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Chan e Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner ` Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521,02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LUMTATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating, 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3A Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their file assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. �`� -W F'= 2 MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use ofPolypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 PolyproO AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0,15 pounds per file as determined at calibration. No other settings shall be approved. 4.6 PolyproO AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 PolyproO AH160 shall not be exposed permanently to su Frank Zuloaga, RRC Product Control Examiner ' Polvfoam Products, Inc. ACCEPTANCE No, 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4,9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein, Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail . Single Paddy Weight Min, (grams) Two Paddy Weight per paddy Min, (grams) Flat Low IERh Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/ an N/A Fla Low I-1ijzh Profiles #2 24 N/A 10,41i Profiles' ; #3'L:'t - g 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions fisted herein. 6. BUILDING PERMIT REQUIREMENTS 6,1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 l , Frank Zuloaga, RRC Product Control Examiner F • Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NAU through Oado cement Paddy R—Lh M) Un"PrAw Paddy (Beneath Th) 10 EMCILM .:.. bw Cane Fuels ve mr" Q* Ew course ady: Keep sdhuWVpv= Keep S&4*4 SWU 4 UL UP ftom w"phoks up from WHOWN Nafl through plutic cement Paddy (Beneath Th) bw Cane F&SCIR wmolo� Ew course ady: El" dosurs Keep S&4*4 SWU 4 UL UP ftom w"phoks Bdp Frank Zuloaga, RRC Product Control Examiner 5 Folvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY UndMaymani 7 I Eaee Carne 2 'L Ent CWLn Fmc4 Frank Zuloaga, RRC Product Control Examiner • Polvfoam Products, Inc ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE'�PATTY �>'� Nag through plastic cement PAY Nall through plastic cement ----- 8ingle paddy under de (between tile) Unde . ply daymeM ti Single paddy between tie (under die) 2 In x 1 h non straPaddy yesvo ns coo L 7 Frank Zuloaga, RRC Product Control Examiner /-, Faude Is Weeplwle Ave Closure Drip edge 31n Single paddy under tialn. 3 In. z 3 In. Slr►g!e an 2 In, u�. . 4 In. . ' =:� °.; 4 In. � - Single 21n. laymont on serer • zr Q layment Single paddy Ea a course Single paddy on top of the on top of Ole In. X 1 h medium Eva BW course Fascia counsedonly Nall through plastic cement ng 0 pa Y under Via Single paddy between file . �71 In.x 3 in. 4 in Single paddyt on undodayment 2 n. Single paddy top of Gie Eave Closure Fave Course 2 In. x l in. medium F paddy Gave course only L 7 Frank Zuloaga, RRC Product Control Examiner /-, Faude Is Weeplwle Ave Closure Drip edge Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for.,sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE a Frank Zuloaga, RRC Product Control Examiner V Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 IzFax: (305) 756.8972 ob Name BUILDING CRITJOUE SHEET fs Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/4/2005 Applicant: JEFFREY Owner: YAO JOB ADDRESS: 83 NE 103 Building Permit Permit Number: BP2005 -487 YAO JEFFREY ST Page 1 of 1 Contractor ALCO ROOFING COMPANY Contractor's Address: 7137 SW 44 ST Local Phone: Parcel # 1121360130980 Legal Description: 36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 21 & W1/2 LOT 22 BLK Fees: Description Amount FEE2005 -4836 Building Fee $300.00 FEE2005 -4837 CCF $6.00 FEE2005 -4838 Training and Education Fee $2.00 FEE2005 -4839 Technology Fee $7.50 FEE2005 -4840 Scanning Fee $15.00 FEE2005 -4841 Submittal Fee ($50.00) FEE2005 -5451 Building Fee $35.00 - -- -- � r�eQ.- 1315:50 Total Fees: $315.50 Total Receipts: $280.50 (�')C" �SA' Permit Status: APPROVED Permit Expiration: 10/19/2005 Construction Value: $9,600.00 Work: RE -ROOF WITH CLAY TILE ALTUSA VENEZUELA Signed: (INSPECTOR) v., Y 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 4/4/2003 Applicant: JEFFREY Owner: YAO JOB ADDRESS: 83 NE 103 Contractor Local Phone: Building Permit Permit Number: BP2003 -533 YAO JEFFREY ST Contractor's Address: Page 1 of 1 Parcel # 1121360130980 Legal Description: 36 52 41 3152 42 MIAMI SHORES SEC 5 PB 10-47 LOT 21 & W1 /2 LOT 22 BLK Fees: Description Amount FEE2003 -1969 Building Permit Application Fee $60.00 Total Fees: $65.60 FEE2003 -1971 Notary Fee $5.00 Total Receipts: $0.00 FEE2003 -1972 CCF $0.60 Total Fees: $65.60 Permit Status: APPROVED Permit Expiration: 10/1/2003 Construction Value: $300.00 Work: EXTERIOR PAINTING If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before cal e • tit _ .- 4 �. � v.., This Permit is granted to the contractor or builder named above to cons ordinances pertaining thereto and with the understanding that the work wi VIVIENNE B� 83- 84t�I267 W 313 2 . and approved by the proper municipal authorities. This Permit may be re' 83 NE 103RD ST it. authorization. A further condition upon which this permit is granted is the MIAMI SHORES, 3T ss r ordinances and regulations pertaining to the work covered hereby whetha 4''te by his agents, servants or employees. PAYto the ORDERof r Signed: i �— (INSPECTi _ Y r � � a r� WASHINGTO In consideration of the issuance to me of this permit, I agree to perfon P- 1ATioN PiNANC K,�F i _ Mars g 4UU b IRONSFILANo IA x 4 4 n with the plans, drawings, statements or specifications submitted to the I myself, my agent, servants or employes. za ►+ouR cusronn' For ' % 2.6 706 4 13 i �: q ■�i iwP Signed: / - �'%dIMA A (� 0 3 ii 3 f ui Su■ 1 3 2 Aplil'1, 2003 Dear Mr. Berg, I picked my first choice house color "Sheepskin" based upon the Puche house at 318 N.E. 104 Street. It really is a beautiful color. I wish that you could drive by and see how beautiful that house looks. That being said, I would like to submit two other 1. Benjamin Moore #1130 C66 Royal Foil 2. Benjamin Moore #1019 Dellwood Sand Please let me know your decision. Thank you, Vivienne Yao 83 N. E. 103 Street Miami Shores (305) 754 -9263 home (954) 893 -6778 work 2B cafe royal 1130 2B dellwood sand 1019 - . a. -- ai . -- F--i ii ti -06 - P-J ♦ .WJ.JJLJ.L i tJ JJ Paint Color Approval and Agreement DATE: '9, ** u I l OWNER'S NAME: i V ac> PHONE• a5 ?SY ADDRESS: L 0.3 ADDRESS OF SITE: CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE:... -►11 Elements on the site must be listed and indicate the color to be pafke**d.:, Walls 113 o c (O19 Fascia �1n �- Drip Cap/Drip Edge w h, Soffit wN ACC Roof Flower Bins Shutters Awnings Chimney Doors and door jams Garage Doors w h -t Railings Fences Decorative Metal All brick (simulated or regular) w� Stucco Banding Any other stucco features Accessory Buildings Other ' � r 0 0- 0 YI 4 ro r M Cn H x 2 o� N W 0 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. I authorize the above -named contractor, if applicable, to do the. work stated. Furthermore , the paint colors will be as per the attached sam leA � q1 1103 Signature of Own r Date Signature of Contractor Date APPROVED: WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION Building Official Date 1 4123/01 ' Ze-Q Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/4/2003 Applicant: JEFFREY Owner: YAO JOB ADDRESS: 83 NE 103 Contractor Local Phone: Building Permit Permit Number: BP2003 -533 YAO JEFFREY ST Contractor's Address: Page 1 of 1 Parcel # 1121360130980 Legal Description: 36 52 41 3152 42 MIAMI SHORES SEC 5 PB 10-47 LOT 21 & W1/2 LOT 22 BLK Fees: Description Amount FEE2003 -1969 Building Permit Application Fee $60.00 FEE2003 -1971 Notary Fee $5.00 Total Fees: $65.60 FEE2003 -1972 CCF $0.60 Total Receipts: $0.00 Total Fees: $65.60 Permit Status: APPROVED Permit Expiration: 10/1/2003 Construction Value: $300.00 Work: .EXTERIOR PAINTING If there is no permit package accessible on the job -site for Inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid In advance before callin This Permit is granted to the contractor or builder named above to construct ordinances pertaining thereto and with the understanding that the work will be and approved by the proper municipal authorities. This Permit may be revoker ; authorization. A further condition upon which this permit is granted is the unde ordinances and regulations pertaining to the work covered hereby whether sho by his agents, servants or employees. Signed: (INSPECTOR) $ In consideration of the issuance to me of this permit, I agree to perform the i with the plans, drawings, statements or specifications submitted to the proper m If my agent, servants or employes. e Signed: Vt,-�' (Contract. 1:267084'L3W 3132 to MIAMI SHORES VILLAGE 000 Paint Color App1�'vdl auir� �greement DATE: Mp2 �+C OWNER'S NAME: ADDRESS: 3 ADDRESS OF SITE: • . • • • • • CONTRACTOR & LICENSE (if applic'attla� ' • ` • • • • • • COMPANY NAME: PHONE:.... All Elements on the site must be listed and indicate the color to be paint d: o Walls $HWIVA 3A 17 -o 4 Fascia - IN C Drip Cap/Drip Edge jd L Soffit W U i TX Roof Flower Bins PC�so'P CEN Shutters I" ,4 Awnings W� Chimney NIA Doors and door jams rL Garage Doors W H. j fib, Railings Fences Decorative Metal �► All brick (simulated or regular), jrp- Stucco Banding tJIA Any other stucco features iU I g Accessory Buildings N Other �0-- p0 et.ka 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. I authorize the above -named contractor, if applicable, to do the. work stated. Furthermore , the paint colors will be as per the attached samples. ignature of Owner Date Signature of Contractor Date APPROVED: Building Official Date WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION 4/23/01 t ��, , ,� >� •t ����ti�o � �, � ,' -� �� �� � �! r'� ..... •• • •y • • • • • • • • • ••• � • •• •• ••• •• • •� • • • ••• • • • • � • • • • • • • • ••• i•• • ••• • • • ••• • • • ••• • • • • • • • • • • • • • i• • •• • •• •� ••• si• • • • ••• • �! r'� 7f a39"Sede, NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 1 CiOR465 6.2000 SEP 26 13:33 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: 1j;5 2. Description of improvement: 3.Owner(s) name and address: Interest in property:' Name and address of fee simple titleholder: ALI 4. Contractor's name and address: �S �o 6L 5. Surey:(Payment bond required by owner from contractor, if any) Name and address: L 444 Amount of bond $ 7t� Tr 6. Lender's name and address: 7. 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: /' 11, - S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiraa different date is specified) �'' Print Owners Name Sworn to and subs¢ Notary Public Print Nota+S- My Oommissi ExnirPS• Is 1 year from the date of recording unless a U* YAF met s' day of k y� KENNETH SHERM.AN lic, State of Flf7rld3 Comm. No. CC-3191-25 V STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this's a tr e y of the an g� al Bled in this office on lay f 5` , AD 20-- W1TNE S my hand and Official Seal. HARCourts BY D.C. 1 ��✓SS 6 Prepared by: r Add 3 .�U P$109.92 89�. �q Cotlly� Jt� ciauc V W 000 via MW CRITIQUE SHEET JOB ADDRESS - 47 ' APPLICANT -- F-255-1, 1006L5 F-e PHONE # APRLICAMON # SHEET —OF PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING I ZONING DEPARTMENT - SECTION BY pq ZONING ELECTRIM MECHANICAL PLUMBING FIRE PUBUC WORKS STRUCTURAL B11ILDING OFFICIAL • t. "ad to o=pflaoca with atf Fodem% State. Cmq.VMap Mos end raavtations. Vikle numm as responstbyity for am my off*( rmtts im ft" p aos. L This copy of plans meat 6a avalUbte am ttnildinq site at no taspacttoa trlif be oondcdad. DATE COMMENTS INITIALS /00 7f - 7-1 vim �oe a C P'; NC4e NeT ati 1{ ry o 0 W IV C� C r--;e _ / r i�7 cA -7'ioAl F01191"I IL SWIMMING POOL OWNER'S CERTIFICATION 0 Date G • 2 Miami Shores Village Building and Zoning Department Attention: Building Official certify that I am the legal owner of the property described as Y �1�� YA0 , located at lM I,AvX l Sd'l� 3313 . In accordance with Section 33- 12 (1`), Code of Metropolitan Dade County, I certify that I understand and agree that.the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining,a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner�� Note: This certification is to be submitted with a swimming pool permit application in duplicate. & VY -7~+ 1 -441 FAU6 F -419 CODXNG:Words zvri=s= are deletions; Words underlined are addirions. V Florida Senate - 2000 a. 22- 158 -00 SE as See HB 25 1 charge, for the use of the general public: however, the term 2 does not include a swimminq Pool located on the rounds of 3 a private residence 4 (10) "Residential" means situated oa the premises of 5 a detached one-family or twc-falmily dwelling or a one -famil 6 townhouse not more than three stories high. 7 (11) "Swi aing P0014 meads ari structure, located -in a 8 residential area, that is intended for swimmi or 9 recreational bathinQ and contains water over 24 inches dee 10 , including, but not limited to in ground, aboveground, and ll on-- ground swiming pools; hot tubs, and nouportable spas 12 (12) ,Young child, means any person under the age of 6 13 years. 14 515.27 Residential swimmi= ool safety feature 15 options: penalties.- _(1) in order to pass final inspection and zeceive 17 _a certificate of com letion a residential EHIM14M 12001 must 18 meet at least one of the fa llowin reguirements relating to pool safety features, 19 20 (a) Tire pool must" be atcc 21 o a ante • ci1'�cc 22 r is 515.29, 23 (b) Qo trust a 24 - ---... �? A ear$ alld H1nticwc from r 2 t flame O 8 CO 3C e ' tzn o or . a (d) l oars 29 he Poo cans c os_ a �7� ' -a wlt are ease mec arl7.sm m 30 31 CODXNG:Words zvri=s= are deletions; Words underlined are addirions. V L LT 9 1 Nei. SURVEY N0.10I -04oeT lsoe)444- 7e92 LAND SURVEYOR : eAwo 1305) 770- - —s4s4 SHEET 2 OF IL SKETCH OF SURVEY SCALE: I" -Zj l ' 1 N f oor ! ,Tam ;: A0 89oa1, I t C#L rc • A . , 1 pi" Ir Z, LOP a, I ' I�1 { r.A Min I by 1S; t-- o�ro !M # Z. ' I 44 t' q 5 v ' 19.17 i 7. H &P ON . ' ti0 �►�� T Y2hf1 "T. V Fd PIP3�.� J l.:. WO OF aAVtY AN=OA7WK: • AU a,TA" rc .. Aa cwe1mm c CALai.TCV cb...."Uabao 0. O.CAt t/L .. &.am L`L LW LWOWA066W /s .. PWr OF GAVATURL ro raw PANaA /ae .POW a►xsBW ou Ovu &W rM N&M W.%R OD Pi AT 6W N WASAW PA. a4aeaTr LNL CM.. COMIM tv OWYPOLe ra -rake CERTWTO. Js" J. Yao s .0. Yw am. ai:Tnw.aac,T.mim P=.. POW R QAMMw O %t pvc .. A wT N e/4!'A1vmw OX..eaNK ca .... abm wtdoix rA .... "m OYRiAW Q... NAM +k�a .. ir►1� a.O1�LTr �t�.trn, aTw ovc ... �R ar O►[n�1G fSaCilallaOL am ... RA UL !iw 24W ar yr acc . x " AR ..ALT PA PM L6GA�,, O�li�i'1011t: Lot. 81 aw 1/P OF aq Nick: 183 Swan: An Amid Pat Of tooetm No. 5 01 Maori Mom ALA wdIr j %D dw P1ae dwmolw din Pat Gook: 10 Ppr. 47 Pubiia !41 o of pAOE Cowity. FhwWL ALSO: 83 NE 10381FOR! MIAMI MIMS, IFL 33134 LOCATION / TC) x xat.c• N Al YdowwailA►«w�wMbMwo AMtlI1rAM�M11N/f� IMI�IM�M� w•«r•�w.. Wrwr�.,Awr.wr w TA.Iwwrr .a�irr.�.r. � .r"MAN wiw.a/wwa w.MMr »M�«M M ME. MM w g OnbwiA�lY� � ®iwwyp�a «Mwlw�. n11U.Or�Y4rM M.w� M�M.MUMr.w w�awwwMr�M�rlOawM/w r.wlMaYerar�a!lon�slwwnl�r w IM /w r11b Awl. r7dlvww�H�� igrw��rrw�•�rwsrerwrr+n► wrr��=rwwpaellla. A u.�l�Aw� *won n.�wY�I. CA /4W ,. va«Orw.w�wruaoa.w..r:d, !. MtrdWM ,iAMltldUl�bl��N.a1,YA1Ml. �. ff!lRAea�ll�y. h115 ri &A=T I OF IL- FLOW lls O► FLOOD ZONC _Till Lb NOT A FLOOD LIA A z t Pte_ NOa 63/J C040" 0 160656 PATG OF M4 07/17/1885 DAAG "4* N/A F" "Olt- N/A LAVLO N/A AD.t 4RAM 47P 1 l• 2.15- 96 TuE 6WL �y �M �w LIT I+UA 5 jjp�lM L i; aAt N IS "Tli•�i' &S BLft T bj, S FOR MNU R->; ['c7r L71_�W; A Aso L f PM Or- -Tµ S ftt4OA VLy Oa. 1kApX0AN tJr5 kj&A 4T 7u15 ��"'�,�• Z3 1 {.. 3m or OILIS id • PC. IS. m. Q•5 `°7 - L-L-1a4PO4 WE 104r^ S7 s 2.7' 5OUTN at^' . N- LA I AIU1 6VE : 14•s' ltlKt sf' W96T >0DIS& OIL MOON` ILCAi� S"` ' C S a t{kf D W 4"DI &V TiJAM .14Q-LY. NC. .SU2VCY PL.A"PLIP D" PALLJZlajO AVt" CORAL CAIXXbA Fl.~A 4 ow- mo m".7w wvo t9oAm- zee PAm fax Lwsm&.uw eawv FAx t9url!'9 -5tw %Awl" SAY + Y 11/85/1nil 1 "= 883675 %Awl" SAY ' LG ENGINEERING SERVICES, INC. -_ Consulting Engineers C-1. v• 1• L ' North Office: South Office: 7370 N. W. 36 " Street 13380 S. W. 131 Street Suite 374 Suite 120 Miami, Florida 33166 Miami, Florida 33186 E• I• Tel: (305) 994 -8128 Fax: (305) 994 -8135 July 21, 1999 Levy Gray Roofing ' 800 Northeast 147 Street Miami, Florida ' Project: TILE— UPLIFT_TES-T Residential Home 83 Northeast 103 Street ' Miami, Florida ' Information provided by client: Permit Number: Not Available Date Completion: July 15, 1999 ' Roofing Contractor: Levy Gray Roofing LG Engineering Services, Inc. Project Number: LG99 -0896 (Testing Laboratory Certificate # 95- 0607.05) ' Dear Sirs; In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test for the rear addition at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 1000 square feet, and the mean height of the roof is less than 20 feet aboveground surface. The type of tile used for this project was reported to be Concrete Roof Tile. This the was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20 % of the roof tile at the roof perimeter and corner were physically examined. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to. contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. a Sonny Salleh, P.E. Manager TH. , IJPIEFr r Residential Home 83 Northeast 103 Street Miami, Florida Report of TILE UPLIFT TEST for Residential Home 83 Northeast 103 Street Miami, Florida Project Number: LG99 -0896 T 1um ....:..::...... . Test Load b�::: __.: ..... :::...::;::;::: >:: >::.;::;::; :....:::::::::::: 'T�t:St�tu�;:: >: >:.;::;:.: .:.......... ................... 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result — Project Numb G99 89 , Page LG Engineering Services, Inc. - Tile Uplift 1Test Result -- Project Number. LG99- 0896, Page Fa; NOTICE OF COMMENCEMENT PERMIT NO. TAX FC.10NO. STATE OF FLORIDA: COUNTY OF DADE: P. 1 THE UNDERSIGNED hereby gives noCax3 tint kWmmments wig be madA to oerMh nsl pM""y' erd to =MftM UM Chep)e►,713. fsbrida Statutes. the fonowtng In/armation is provided In Ws Nlotlee of Canmenarmen. t. Le" description of prop" and reset dress: � 3 M i A-aAr �R E S tit � . ►o� �r 2.06acription of k A b D-1 _n y •J. 3: &*700) name and address :37i W A O . W Interest in prop>3rry: _ &-W Name and address of (e siww^gkuTielrotder: 4. Convectors narm and address: �'ri4Q,. �pA3.S T 72UC:Tl 04 Lp, 1N C- 5- . --- Surery:(Peymen band retpd<ad by owner from mtraqw. if any) Name and address: N A Amount of bond S S. Lenders narrro and address: y( 7. Persons within the State of Florida designated by Owner Wn whom nodatt or other doanwo may be mad as pmvided by Section 713.13(1)(8)7.. Florida SIMtS. Name and address: Q /q 8. In addition to himself. Owner designates the bowing perm(e) to naive a CON of the Lie Ws Notice ss provided in Sea lion 713.13(1 )(b). Fonda Stalutes. Name and address: —_ 1J // * . 9. Expiration date of this Notice of Commmement: (the ex" Ion dete is 1 year from the date of veoordirng union a different date is NmwWed) 5r y.7; YAD Sworn to and subscribed the "MW& . �''u T• day ot,�, Notary Public My Contmission Expires: mazv?�v��i'� Martin Thomas Cwnmission # CC 787384 V j Expires NOV 1, 2002 y � AnAM Q CO. INC O I . Ir FLORIDA, COUNTY OF D, AE BY CERTIFY Pa this is a t v of the Tg+nat ;il ®) in th's o i:e on d ®rs C : C kC1 Y L ( A 0'.J9 W TNESS my h I . d Of4c1 sGuL A � E '-RUMI RK, ofcircuitandCounty l J <' , Coon `s J--' p �3 *o cv lWj L.] cr a. 66 s� i e D- 3 /--L E l MIAMI Jr.'ORES VILLAGE �UT_LDING ;SIO ZONING OEPA.°.T^M, , 10050 N. E. 2. d AVEM(.T 2h. (305) 795 -2204 FAX: (305) 75: -2972 1 DZDY• l Dj Dab cal 4 WAROO. ; 1''Di ii b Yn.",41 Copy of current OCCUPATIOINAL LICfiiSE from count r or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Snores Village) . Certificate of Insurance for WOMMIS COW (addressed to Miami ShoresVillage) or if exempt. State of Florida IM Form BCC -204, Construction industry No;.ice of Election to be Exempt. �V / / PIM . SUBMIT EV TUr: (� OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). _V/ Two sets of / signed and sealed b registered architect or I ?� � Y � engineer. Occupancies by Group Classification must be or. plans and permit application. All plans must include folio number and property cress. Amended plans, in addition to the above, must also include the permit namber. i Structural Calculations signed and sealed by architect or engineer when applicable. Curaent survey of the property. Certificate of Elevation signed and sealed by Surveyor. S ntial Improvements Checklist (contractor or owner). Twosets of energy calculations. Two sets of signed & sealed Plans gineer). elec, He �\ OK P(m� JL DAD County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. .approvals from DADE County Impact Fee Section, Fire Deparbment � Health (when applicable) Warranty Deed or Other Proof of Ownership if necessary. Review fee Flood Elevation InK ^ ` I , � * , ` , SIAAIL. At Urd'S = m-miMm ACES (M SePwe Wn a MAS Mt oenaWonw MAIL rmmm " �'°�°'••�.'� _ ----- -- - - , � resiaOMd UM +9et+ erot abre� d the Mel. All ra ■Ye MfosMn! �M ag1�dY+. C spean►b�nellrarroOMegnKMOmm19 vilue mm the pae�dlOMQ e e is"& p�vA'nONB ( � �a A'' n Tama W', MdAG2 f m* a WOW P PhROS POW CK ProwoM "Offmawn eumm Mad1ummMwmw reeeywNeeatr�attrAOtiY97E11S "� 0fee 1stAlib or m p tl 11AanuI � Homs 1. 1. Rer+ovation. Adder. ter up 1 I/ Z Z. Singe famy detad or ►�t.� 3. _ 3. 0 Multifamily —`No- of tnm =&Ww by WS 4, Conditlt wmd floor area (sq. ft•) S. 5. PnWandnmd ease (f L) Shwe PWIS Couble Pena L Glass area land type: sq,. b, --Sq. a. Clear glass llb. sq. It !_SI• b. TIM. fibs or safer Screen . ...— % 7. PerCO~ of ghm to fkw area a. Fkmr type and utsui d"- On. L a - . SWb-O FadB (R- value) Ob. Rw mitt. I{N wood. relsed (R'rO.ue) • 8e, RQ �- i tom. -^ [_ c. Wood, common (FI- value) R- sq. it• d. ConaeW, rabd (Rv") 8e. Fla e• Canerete. common (Rvalue) L Wail MW and IUM18tlon: . a m: E3deri 8a-1 A . 15 ' sq. ft. LUMM 2. Wood frame (Insulation R vake) b. Ad*=M. Sb-1 ltas __ sq` ft. 1. Masonry (insulation Raralue) eb-2 sq. ft. 2 Wood ftarim (Insulation R- value) 9c c. Mama ge Walls of MulWe UnIme (YesMa) 10. CMllne typs tw kmdmm IcL R- S42 �3 z. 1 sq. ft. a. Under atdc (Iradallon R value) 10b. R= sc� n• b. Single assembly ( Insulatim Rvahm) 11. Cooling eysteW ) 11. Type: (Types aerttral. room tint. rsm*W A.C., to . 1Z. Type:e 12. Neaft ■-' R� NMd PMP- OW- MW !lam �• ll� gas ".p., loom or "AC. m,'A' 9 "NO) 13. Air DiuMbudon System'; 73a. a BacldloM+ damper or siMp p sYste" (YeslNo) tab. i- b. Ducts on maff age walls adeqt�N ' (Yesma) 11- Type: *- 14• Hot water system: ER , (Type d w- towsi vw ) * Peter to mwwmdA9w New eibrsiapdo+i�drAl6s I hereby cwq by MM CakYlOtllt Bra I ® 6� G"m - Y 3909, FS g�10s . ermeo�•, w� Mrftaw,. N - o•+e: rIc N=T 2 OF 2 030 4-j. . 10,23 � N 041 T1Ja446 -1 4LLLY. WC. Lb. •64& mVr A PLAWLP-to 355 PALLAW AVL" CORAL 4AKX--A FLMDA 5304 WS) 444-7692 DAM (954 779-32W ea\VD (W5) 44-6494 FAX PIA lj�U M1024 x" lll'� • LL.q-k') 6?.bLRVLY A6 A ARC ftTAMM AIC . C ca- aLATLO CD... a QiAR &L.. i VIATab AR 4:: b btMlr TCU DAMN L!L M CA=ACLWAT PG ... PWT OF astVArAL FP Fo" ROW PM Pp8 . ONT OF w4aw Oil ovLR UAWr, WM . VAT= WTLR Pb RAT ROOK 4, . aa. M"LRTY LNL Cft .. Ca 4=LTL ID . UrUTY Poll ry .... FaW CERTIFYTO: Jeffrey J. Yea & Vivienne 0. Yea CDC... CA4=LTL ICI LAC bTMx-n L AAA... OVCRICAD vn ITY Lit P=.. POW OF CAPOUO CIJtvL POL .. POW of C040 COOT OLK .. DIaANS Cd .... CHORD ASTAMM OL . . VQANAyt LA -W.Wq FU .... FRL aywAWT R ..... RADLLS Lot: 218 W 1 /2 OF 22 Block: 123 Subdivision: An Amended Piet Of Section No. 5 Of Miami Shores According to the Plat thereof as recorded in Piet Book: 10 Page: 47 Public Records of DADE County, Florida. ADDRESS: 83 NE 103 STREET MIAMI SHORES..FL 33138 Encroachments Noted: 110 LOCATION �/ TC11 xALG =16 N NOTEL. AIMM amen GtepperaanaLee. Fw mold p brw.wf nw� f.paf oreneeNp oHaron rot dataediwL BITMMueafdk— jbanlrPorth@=dwfn 40 ndepeeffbowat , pe $w%prtlnar tnetl utlwa I bq -M, 1,n Anyadw bandeduattA ec tneeReenppiaef"Lln eertllybgeumryorartbm. ` . 01 Qwk *a WN adtlge ttea4d nthfe.wq, . to TM tfoodbdatmtloneMnn herenaosuteUplF that tM rotmenaed prq�wtyw0 or rdn net M free Manhood ardmnpew!dmnoca@a!uMh( n the pe tafftft , agtoffim oranpbFeeelw�o terwjdwnap MtraednMenre1a eanera bddorm ftm H) TMWdedsootedammw euwwprtM 1pald@9mVinndnea'' mtaeeti- -kor . mMW . ettkb.e ends arbgffed. F) thdwgruundBnera.ak,wse. dnp aatboeted. NOTEW 7. IF SWUM. 01APM METO AN AM11AA33 MERIMAN (BYPIAn 2. IFSHOM,Bt@VATBRIBA:3A umwN.G.V.DiO 8. 3. TWOMABBtNDARi GLOWY. N=T I OF n, FLOOD ZaL. X TU-b Lb A� T NOT A "OD 11AZARD ZONE. PAI LL NO., 93/J CONY #- 120852 DATL OF F" 07/17/1895 BASG FLOOD N/A FNSI.I FLOOR N/A LOVL6T N/A AD1 QRADL ris-TtML Was AiJD ►So L f OM s� `TN e B l,4o,&q M Q7 1111 IRMO tf ' r ' 2. a4 mr op-is Id , x,>.c. &." - kf Q -s 4-7.5UN 10,G4 WE 104& S? 29' 50UTp w 4,. N, ice(► AM I 41: 14.5' W FsS? o }s WtST >* CrA1. or, FAVt* 6DC., 6. Or IIA .DI C&P (bf•lI TA-5 -. 4LLLY. arc. Lb, #64M 6MVLYOR -4 -LAND PL44CZ5 333 PALG.MW AV"LL CORAL (AB G.3. FLORDA 33134 DADG (305)444 -76w Ba\VD (954Y/79 -3288 DADG FAX (305)44-6494 8Q\VD FAX (95AV79 -3260 ATC FOLD \ 4-TOW- q.PMTC VLRTICAL PAT* MC ... POW OF RLVLRAL CIRVArJM R W ... PAPAL RJW .. R04 OF WAY bu xSt ... JLRLLI�D 6p..... bLT ROW PM WW.. – AMWALIL W— .. UTUrY CA6CW 4 Lot: 218 W 1 /2 OF 22 Block: 123 Subdivision: An Amended Piet Of Section No. 5 Of Miami Shores According to the Plat thereof as recorded in Piet Book: 10 Page: 47 Public Records of DADE County, Florida. ADDRESS: 83 NE 103 STREET MIAMI SHORES..FL 33138 Encroachments Noted: 110 LOCATION �/ TC11 xALG =16 N NOTEL. AIMM amen GtepperaanaLee. Fw mold p brw.wf nw� f.paf oreneeNp oHaron rot dataediwL BITMMueafdk— jbanlrPorth@=dwfn 40 ndepeeffbowat , pe $w%prtlnar tnetl utlwa I bq -M, 1,n Anyadw bandeduattA ec tneeReenppiaef"Lln eertllybgeumryorartbm. ` . 01 Qwk *a WN adtlge ttea4d nthfe.wq, . to TM tfoodbdatmtloneMnn herenaosuteUplF that tM rotmenaed prq�wtyw0 or rdn net M free Manhood ardmnpew!dmnoca@a!uMh( n the pe tafftft , agtoffim oranpbFeeelw�o terwjdwnap MtraednMenre1a eanera bddorm ftm H) TMWdedsootedammw euwwprtM 1pald@9mVinndnea'' mtaeeti- -kor . mMW . ettkb.e ends arbgffed. F) thdwgruundBnera.ak,wse. dnp aatboeted. NOTEW 7. IF SWUM. 01APM METO AN AM11AA33 MERIMAN (BYPIAn 2. IFSHOM,Bt@VATBRIBA:3A umwN.G.V.DiO 8. 3. TWOMABBtNDARi GLOWY. N=T I OF n, FLOOD ZaL. X TU-b Lb A� T NOT A "OD 11AZARD ZONE. PAI LL NO., 93/J CONY #- 120852 DATL OF F" 07/17/1895 BASG FLOOD N/A FNSI.I FLOOR N/A LOVL6T N/A AD1 QRADL ris-TtML Was AiJD ►So L f OM s� `TN e B l,4o,&q M Q7 1111 IRMO tf ' r ' 2. a4 mr op-is Id , x,>.c. &." - kf Q -s 4-7.5UN 10,G4 WE 104& S? 29' 50UTp w 4,. N, ice(► AM I 41: 14.5' W FsS? o }s WtST >* CrA1. or, FAVt* 6DC., 6. Or IIA .DI C&P (bf•lI TA-5 -. 4LLLY. arc. Lb, #64M 6MVLYOR -4 -LAND PL44CZ5 333 PALG.MW AV"LL CORAL (AB G.3. FLORDA 33134 DADG (305)444 -76w Ba\VD (954Y/79 -3288 DADG FAX (305)44-6494 8Q\VD FAX (95AV79 -3260 ATC FOLD \ SCALD 1 I AtaVrY . 11/25/1998 1 "= 983875 now, 04 -- _ E-- . DEC 16 198 14:09 PAGE. 001 �► 4 MITROPt?LMW 0AD6 COMM FLORIDA METRO -WO FLAMER BUILDING sutra" QOOE 4"PUANC6 OPPM9 + MORO -QAO@ PLAQLGR aftom W WEST FIAILM Fs 19T , su1T8140a 11 L4M. FL OPM sst90 -lass PRODUCT CONTROL NOTICE OF ACCEPTANCE 1x a e Yale Ogron Manufacturing Co., tae. ppppUCT COW MX DWMM 671 VNest 18 Strea FAX (US) PO4M Hfpleah FL 33410 Your application for Product Approval cif: Sergi MAhw*nnn'Awa14 MOW. under Chapter 8 of the Metropolitan Dade County Code governing the use ofAl Alternate Materials and Types of Construction. and completely described in the plans, spacitications and calculations as submitted b; Appfk*4 along with Drawing Na W98 -21, Skeels 1 thra 4 of 4. has been recommended foe acceptance by the Building Code Compliance office to be used in Dads County, Florida under the specific conditions set l ath on pages 2 at. aaq. and the Staradwd Conditions on page 3. This approval shall not be valid after• the expiration data stated below. The Otte of Code Compllanob re$+es the right to pure this product or material st anytime from a jobalte of nianufect wo% plant for' quality control testing. If this product or material tails to purAt In tM approved meow. the Code Compliance Oil may revoke. modify, or append the use of such prodimt or maWal immediately. The appti=M shat) a- evaluate this product or makarlal should any ammendments to the South l+WW9 Building Cade be enacted affecting this product or material. Mu Building Code Compliance 01408 rearm the the right to revoke this approval, if it is datennined by the Building Code Compliw" Office that NO product or material fails to meet the mquiternents of the South Florida Building Code. The expense of such testing wilt be incurred by the MIA11facturer: - Acceptance No-M- 0317.08 • Batliit�aa�li /A� �1 Baez P"WM Control Supervisor TW IS THS COvIgR.SHEXT, SEE ADDITIONAL PAGES FOR SPECIFIC-AND GENERAL CONpITtOl�iB ' BUILDING CODE COMMx1°MICE This application for Product Approval has been revievAd UY the luhettropolltan Dude County Building Code Compliance Depwtaont and approved by the Building Code Committee to be used in Dade County. Florida under the conditions set fbdb above. 1 • Apprevel:89MI2e tnNmN u11d1ngaad*0nHna QM Building Code C 001112 oe Da t _ Metropolitan Dade C VAtY isnte,�„ pad.! Yrwrraa„1�lnoe�e,�tu�.as� • DEC 16 198 14:09 V71, rl V_ + ti _ ' k - ACCEPTANCE No.: ANP1tOVED : •E'P 1 Y IAOa EXPIRES i. SCOPE •'1.1 This approves on aluminum awning window, as described in Srction a Hof this Notioe of Aacrptane designed to comply with the South Florida Building Coda (SFBC). 1994 Edition for Mioml -Dat County, for go locations where the pressure requimments, as determined by SFBC ampler 23.4 not ax=W the Design Pressure Rating values Indicated in the approved drawings. Z. PRODUCT DUCIUPT1ON 2.1 The Series S00 Aluminum • I►weing Window raw d r 3�io VY98titledlt 8 des -BOIL Aluminul compliance with the followng dooun�e 1151+98, sigma Awning Window , SIWA 1 duvugh 4 of 4, dated 03103198, with revision A dated 8 and staled by Humayour►1?arooq, P.B.. bearing the Mimi-Dade County Product Control approv stamp with the Notice of Acceptance, number ark approval date by the Miami -Dods Covaty Produ Control Division. These documents shall Imsinatter be mfu7W to as the approved drswingit.. 3. I,►1MITATIONS 3•1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminm awning window and its components shsil be Installed in strict compliance with do approved drawings. 4.2 I ;urr19e81e protection system (strutters): the insiallotlon of this unit will muirl a hwdco protection system. 3.. LABUING - 5.1 Each unit Omit bear a perm ent label with the manufacturer's name or logo. city, state and following statement: Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT menu iMm by topics' ofthe following: 6.1 Application for building perm 6.1.1 This Notice of Acceptance 6.iZ Dupt %ate coples of aloe approved drawings. as identlfted in Section Z of this Notince onion A ,• 61mly marked to show the components selected for the propoatd 6.1.3 Any ether documents requited by the Building Official or the South Florida Building Cod • (SFBC) in order to propmly evalurta the installation of this system. eraz, p, ! Earam • irr urol DIvtslon .2. El JJL L. 1 0 "'II 1 4+ l YJ vesS QXren Manufactur_ u. ACCEPTANCE 14O.: 9&2117.08 — APPROVED SEP 1 ) lose EXPIRES NOTICE TANCZ; UMDARD CONOCr M ..1. Renewal of this Acceptance (approval) shall be considered odor a renewal application has been Ilia and the original submitted documentation, including teat supporting data, engineering doom m"' a no older than eight (8) years. 3. Any and all approved Products � i�1 :� County labeled Control Appeoved' "or speoiPt�.yaliyat and the following statement• SuM d in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida 001ding Code aff"Ang the evaluation of this product and the product is not in compliance with the bode changes; b) The product is no Ios w the same product (identical) a do one originally approved. e) it the Acceptance holder has not compiled with all the requirements of this acceptmM includin da correct installation of the product; d) The engineer who originally prepared, signed and sled the required documentation Initially submitted is no longer, prixedeing the engineering profession. q. Any revision or change in the materials, use, and/or manufaciwe of the product or pro shall automatically be cause for t+ccminatidrn of this ACptarex. �� prior written approval has bast► requested (through the tiling of a revision applicat%n with appropriate fee) and gram! by thin oftl S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsetisfaowy performance of this product or pcocose. b) Misuse or this Acceptanw as an endorsement -of any product, for sales. advertising or any othe+ Pu "W- d. '11116 Notice of Acceptance number preceded by the words Miami -merle County, F"a, and follov by the eatpication date may be displayed in advertising literature. if any portion of the Notica of Acaeptsnoe is displayed. than it "I be done in its entirety. 7. A copy of this Acaeptanct as well as approved drawings and other documents, when It applks, vii be provided to the user by the manuthetutef not res distributors wW doll be "[able for inspection -the job site at all time. The N%g S. FOilvee to comply with any section of this Acceptancs shall be cacti for tenninatlon atnl temovml • ,Acceptance- _ r 4. This Notice of Acamptanee consists of pages 1.2 and this dos! page 3• • NtanuA PWz, P. 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Yet '' •i • - ° .��, ••'„�'': tiAz • . r l ,•.; :,F '••'�•M1L.' y•r T ��'�'�• •'r j` sue.'. _.�` _ ?� .�•a..• ;•-- �, � • =• [r Ate- •�'• .r' . � Y � Y• . •wv "Ldre•.T 'ft. 1 9 • w t s� WL aim .1 aaw a a^',= c'. ra. � as y A -So k snc� �e =vim � =-mi WW , r •• 1 �• 1 V: F 1 i i I I as-it mqz, i:.r�}d•�' r : :: ''r 'ice [T• :1X =�. � •.w _ - � -•y; A.• � l' ter- k•„ti,vi .•4' '.i • • -C •a Y •4 •=W- _r 1 - • wiw� - 11�'�• low ` ow WL aim .1 aaw a a^',= c'. ra. � as y A -So k snc� �e =vim � =-mi WW , r •• 1 �• 1 V: F 1 i i I I as-it to - am= X1=6 w - Ui --1 two Ir 9 4e, :f!-z 4.4- --A , *�:-f - , I've, - MM mom Am vlo oz • 90-11 METRO -DADE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Xetals Manufacturing Co., Inc. 11801 Industiy'Drive Jacksonville FL 32226 BUILDING COD£ COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 INTERNET: mdccOl Oshadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96- 20GA01, Sheets I and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade Coun . , Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions `' on pa a 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 96-0606.05 • Expires: 10/10/99 Raul Rodliguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PA ES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. —naries Danger, Director Building Code Compliance Dept. Approved: 10 /10/96 -1- Metropolitan Dade County ACCEPTANCE NO.: _ 96- 0606.05 APPROVED WT 1 0 1996 EXPIRES QG'T 1 0 1 9 9 9 1. DESCRIPTION 1.1 Thisapproves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing number 96- 20GAO1, Sheet 1 of 2, using 20 ga. steel, (min. thickness .035"), structural grade ASTM A653 Grade 37, (Fy = 37 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60. 2.1 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 23; . Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape- header, 2.0" x 2.0" x .125" studded angle. 2.4 " Tested specimen: Dimensions: 54.5" wide x 86" long overall - 3 specimen for impact and cyclic load 56.25" wide x 68" long overall - 1 specimen for impact and cyclic load 54.5" wide x 86" long overall - 1 specimen for wind load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating + 71.5 & - 55.0 PSF and a Maximum Panel _S. eight of 7-2" or (86 "); Detail A- Wall Mount (Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2. 3.2 Minimum separation toexisting glass toto protect shall be 2 5/8" as shown on Drawing number 96- 20GA01 Sheet 2 of 2 33 -2- Manue Perez, P.E. --Plaris6thminer II Product Control Division ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES OCT 1 0 1996 : OCT 1 0 1999 4. INSTALLATION 4.1 Th�•panels shall be installed only in the following condition (all installations shall include 1/4" x 1" sidewalk bolt w /steel spring nut at midspan to secure each lap joint): 4.1.1 Direct Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 2" Elco Panel Mate Masonry Bolt with one 1/4" galy, washer and washered winged nut. spaced at 13" o.c. (concrete, masonry or wood) QI 1/4 " -20 xI" hex head bolt with 1/4" Anchor spaced at 6.5" o.c. (concrete or masonry) Qr 1/4 " -20 xl" sidewalk bolt with 1/4" � Anchor spaced at 6.5" o.c. (concrete or masonry) QIl /4 " -20 x V wood bushing with 1/4 " -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) QI 1/4 " -20 x V wood bushing with 1/4 " -20 x V .1 sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 20GA01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: r (CONCRETE /MASONRY/WOOD): The panels are secured to an 'H'-header (Part 2), at the head and attached with any of the fasteners used in section 4.1 .1 (A) QI 1/4" x 21/4" Tap Con with Hex head screw, 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) QI 114 "0 wood lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head QI 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete). Studded angle may substitute the 'H'-header using all the anchors approved for the sill studded angle, as shown in detail "C ", Drawing number 96- 20GAO1, Sheets 2 of 2. 4.13 Built -Out Mounts: (CONCRETE /MASONRY/WOOD FRAMED): The mounting conditions of sections 4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16" o.c. QI 2" x 6" P.T. wood for stud framing which is spaced at 24" o.c. Anchoring of built -out shall be with 2 1/4" 0 x 4 1/2" Lag Screw spaced at max. 24" o.c. with min. 13/4" embedment into center of studs. 4.1.4 Any c^n,h;,,at;nn of the above._ 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing number 96- 20GAO1, Sheets 1 and 2 of 2. Substitution of . anchor type or indicated embedment is unacceptable 43 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. /?'fu 69 - Man el Perez, P.E. - Plans iner II Product Control Division -2a- Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED : V 1 0 1996 EXPIRES : 0a 1 0 1999 • • • • 5. IDENTI ]FICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6A AppIication for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. ' 6.13 Duplicate prints of approved Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirements of the opening in which it is to be installed. / DA4 Man el Perez, P.E. - Plans x finer II Product ontrol Division ' Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 06- 0606.05 APPROVED : WT 1 0 1996 EXPIRES : OCT 1 0 19 9 9 7. TESTS PERFORMED: _ rl�- TESTS: TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SATISFACTORY Max. SFBC PA 201 -94 (86" Span) CTC 96 -020 2.375" YCLIC WIND PRESSURE TEST +71.5 PSF +55.0 PSF SFBC PA 203 -94 POSITIVE CTC 96-020 CTC 96-020 YCLIC WIND PRESSURE TEST -55.0 PSF -71.5 PSF SFBC PA 203 -94 NEGATIVE CTC 96 -020 CTC 96-020 IFORM STATIC AIR PRESSURE TEST +82.5 PSF +55.0 PSF Max. S BC PA 202 -94 POSITIVE (86" Span) CTC 96-020 CTC 96-020 0.86" IFORM STATIC AIR PRESSURE TEST -107.3 PSF -71.5 PSF SFBC PA 202 -94 NEGATIVE (86" Span) CTC 96 -020 CTC 96 -020 Design Pressure Rating +55.0 PSF (less than 86" Span) -71.5 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 Large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: - 8.2.1 Drawing No. 96- 20GA01, Southeastern Meths Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, darted 4/17/96 with Revision No. 1, dated 9/6196, signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 83.1 Mill Certified inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller, el Man Perez, P.E. - Plans lyminer II Product Control Division - 2c- - Southe2stern Metals Manufacturing Co. Inc. . ACCEPTANCE `O.: 96 -0606 0" APPROVED : 1 0 1996 EXPIRES : OCT 1 0 19 9 NOTICE OF ACCEPTANCE' STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. J 2. Any irid all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed•the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 of all time. The copies need not be resealed by the engineer. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. 10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. I2. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter the South Florida Building Code. Man d Perez, P.E. - Plans iner 11 Product Control Division END OF THIS ACCEPTANCE ..r . 0 T 1,750• 15.575'- 1 13' COVERAGE 6 1/2'- 1 7/8' 4 5/8'- 1 � 0.114 R- 44.29' 1 1 I 1 090 R -.-Ii 7/8' � 1 7/8' ---3 1/4 I ICAL 20 GA GALVANIZED T.250" X .500' S/S CLINCH STUD o I a7s•R c � aJ r+ .125'R - -F' 1.soo• --1' UN•rr *""-,. T "e toed, an in" row ".0625' 250' 1-- LOS' -� �-- .2so• I 1.375- REF. V- 5/8' HOLE (TYP) PANE 0 o .125" a HEADER CLJANNEL LAYOUT 44' SILL = 1/4' -- r6 1/2;r6 1/2;r6 1/2" 6 1/2" 6 1/2' 7/8' . 56' SILL 6 ECHO -Z I I ( I 6. j� 68" SILL 8 ANCHORS 86" SILL 10 ANCH10-M I I I I I I 7/8' X 5/16" SLOT 12 ANCHO ?5 I I I 1 I 1 1 (TYPICAL) 314* 7 TAMP -NN ASOtMY s£cuRED N NNASONRr uwr �L iPNUNC NArr� a -r� T i 4E+ 9G T' i �- 2.000' i 7.000' I H Note: Reinforced panels with stitch bolts OSTUD ANGLE 2.000• and spring nut at mid -span secure at each lap joint. (a)PATIO SILL DETAIL 02 ALUMINUM HEADER CHANNEL DETAIL crrnw NOTES L IM SHUTTER IS OESCNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILD= CODE. 1994 EDITION. AMC THE 1994 SROWARD COUNTY EDI110N. 2. POS17M AND NECATIVE OEStCN PRESSURE CALCULATIONS SHALL BE PERFORMED N ACCORDANCE MATH ASCE 7 -06 'UnIS M DESIGN LOADS FOR BUILDDICS AND OTHER STRUCTURES'. A STORM PANELS SHALL BE AS 20 CAUCE CALVANIM (0.03561 COWORMMG TO AM A653 51RUC7RUAL OWE 37 WTHA HIN. Fr - 37KSL AL.UMNUM EDRRUSIONS SHALL BE 6063 -76. U.C.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL WITH MIN. Or ONE MARKING PER PANEL AND HALL BE LIBELED AS FOLLOWS: SOUTNE:ASTERN METALS MANUFACILIIONC CO. INC. JADMOW -nLL FLORIDA DADE COUNT! PRODUCT CONTROL APPROVED 3. TO MEET METRO -OADE HURRICANE CODE. REIWORCED PANELS WITH STITCH BOLTS AND SPRING NUTS AT NW -SPAN SECURED AT EVERY LAP JOINT. LL ALL BOLTS A" WASHERS SHALT. BE GALVANIZED OR STAINLESS SRO. WITH A MRCMUY Fr - 33 KSL 7. MATERIAL wECRCABons MOTEL HERON ARE THE YAHUFACIURE"S r"imSENTATIoN OF NATams TO BE USED N PRODUCT TESTING. L TOP A BOTTOM DETAILS SHDWIH MAY BE NTERCHANCED AS MID CONDITIONS INDICATE. PANELS MAY BE MOUNTED HORMXTALLY WHERE APPLICABLE. 9. THE DETAILS ARC SPECInrATIONS SH M HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AM UNWORN STATIC AM PRESSURE 7E5701C IN ACCORDANCE WITH DADE COUNTY PROTOCOLS PA 201. 202. AND 203. DESIGN IS BASED ON CTC TEST REPORT NO. HL MAXIMUM ALLOWABLE DESICH LOAD. I POSITIVE - 455 NECADVE 2.50 --+1 1N - 13.00 - -+ -- 13.00 - HOLE LEGEND 44- SILL r 7/16 -0 THRJ MLE 6.50'4 6.50 +650 6.501+ 6.50'1 CLINCH STUZZ 6 ANCHORS 2.00' -+1 �-- 13.00 -- + 13.00' -4- 13.00 ---}- 13.00' -N1 56- SILL • • 1. • • • • e - 0 1 6.50'+1 6.50 -y 6.50'+1. 6.50'++ N� 6.50-+ 6.50'+1« 6.50'+1 I 8 ANCHORS 1.50' -+1 1N- 13.00- -+- 13.00'- --r1<- 13.00' - + - 13.00---- -+1F -- 13.00 ---11 68- SILL e • • ° e 4 • , • • e • 1e 6.50 -+1. 6.50 -+1N 6.50 "+ 6.50'+1r 6.50'+1r 6.50'+1F 6.50'+1F 6.50 -+1N 6.50 -+1 10 ANCHORS 4.00• -+1 1+- 13.00' A 13.00 -- -+11- 13.001- -+-- 13.00' -+ - -- 13.00- --+ - 13.00'---1 86- SILL r • • e ' e e • e o • • • • iF 6.50'+1F 6.50 "+1r 6.50'•1e 6.50+1.6.50 -•1E 6.50'+1f' 6.50'x1.6.50 -+ 650'+1` 6.50'+1n 6.50'+1 12 ANCHORS ll STUD ANGLE SILL LAYOUT fi 2 1 3 1 4 44" 68" 88" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT T 19 BY PRODU NTROL DIvISS= BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO. 'Od 0 U s moo V h v d r V Cl M O OD ® A7 0i Nb.1 A ex 9p trwb"e 1►mNr lia R•rnW1/b.e 0•b 50UMA59CO. NG I NyMCM5 WCL W 20 CAW N*A MIZED 5 I M PAM SYSTEM ma n.1996 1 OF 2 .250• X .500' S/S CLINCH STUD o 0 0 -X1- N p 1 /4 SIDEWALK BOLT 0.125' 314* 7 TAMP -NN ASOtMY s£cuRED N NNASONRr uwr �L iPNUNC NArr� a -r� T i 4E+ 9G T' i �- 2.000' i 7.000' I H Note: Reinforced panels with stitch bolts OSTUD ANGLE 2.000• and spring nut at mid -span secure at each lap joint. (a)PATIO SILL DETAIL 02 ALUMINUM HEADER CHANNEL DETAIL crrnw NOTES L IM SHUTTER IS OESCNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILD= CODE. 1994 EDITION. AMC THE 1994 SROWARD COUNTY EDI110N. 2. POS17M AND NECATIVE OEStCN PRESSURE CALCULATIONS SHALL BE PERFORMED N ACCORDANCE MATH ASCE 7 -06 'UnIS M DESIGN LOADS FOR BUILDDICS AND OTHER STRUCTURES'. A STORM PANELS SHALL BE AS 20 CAUCE CALVANIM (0.03561 COWORMMG TO AM A653 51RUC7RUAL OWE 37 WTHA HIN. Fr - 37KSL AL.UMNUM EDRRUSIONS SHALL BE 6063 -76. U.C.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL WITH MIN. Or ONE MARKING PER PANEL AND HALL BE LIBELED AS FOLLOWS: SOUTNE:ASTERN METALS MANUFACILIIONC CO. INC. JADMOW -nLL FLORIDA DADE COUNT! PRODUCT CONTROL APPROVED 3. TO MEET METRO -OADE HURRICANE CODE. REIWORCED PANELS WITH STITCH BOLTS AND SPRING NUTS AT NW -SPAN SECURED AT EVERY LAP JOINT. LL ALL BOLTS A" WASHERS SHALT. BE GALVANIZED OR STAINLESS SRO. WITH A MRCMUY Fr - 33 KSL 7. MATERIAL wECRCABons MOTEL HERON ARE THE YAHUFACIURE"S r"imSENTATIoN OF NATams TO BE USED N PRODUCT TESTING. L TOP A BOTTOM DETAILS SHDWIH MAY BE NTERCHANCED AS MID CONDITIONS INDICATE. PANELS MAY BE MOUNTED HORMXTALLY WHERE APPLICABLE. 9. THE DETAILS ARC SPECInrATIONS SH M HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AM UNWORN STATIC AM PRESSURE 7E5701C IN ACCORDANCE WITH DADE COUNTY PROTOCOLS PA 201. 202. AND 203. DESIGN IS BASED ON CTC TEST REPORT NO. HL MAXIMUM ALLOWABLE DESICH LOAD. I POSITIVE - 455 NECADVE 2.50 --+1 1N - 13.00 - -+ -- 13.00 - HOLE LEGEND 44- SILL r 7/16 -0 THRJ MLE 6.50'4 6.50 +650 6.501+ 6.50'1 CLINCH STUZZ 6 ANCHORS 2.00' -+1 �-- 13.00 -- + 13.00' -4- 13.00 ---}- 13.00' -N1 56- SILL • • 1. • • • • e - 0 1 6.50'+1 6.50 -y 6.50'+1. 6.50'++ N� 6.50-+ 6.50'+1« 6.50'+1 I 8 ANCHORS 1.50' -+1 1N- 13.00- -+- 13.00'- --r1<- 13.00' - + - 13.00---- -+1F -- 13.00 ---11 68- SILL e • • ° e 4 • , • • e • 1e 6.50 -+1. 6.50 -+1N 6.50 "+ 6.50'+1r 6.50'+1r 6.50'+1F 6.50'+1F 6.50 -+1N 6.50 -+1 10 ANCHORS 4.00• -+1 1+- 13.00' A 13.00 -- -+11- 13.001- -+-- 13.00' -+ - -- 13.00- --+ - 13.00'---1 86- SILL r • • e ' e e • e o • • • • iF 6.50'+1F 6.50 "+1r 6.50'•1e 6.50+1.6.50 -•1E 6.50'+1f' 6.50'x1.6.50 -+ 650'+1` 6.50'+1n 6.50'+1 12 ANCHORS ll STUD ANGLE SILL LAYOUT fi 2 1 3 1 4 44" 68" 88" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT T 19 BY PRODU NTROL DIvISS= BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO. 'Od 0 U s moo V h v d r V Cl M O OD ® A7 0i Nb.1 A ex 9p trwb"e 1►mNr lia R•rnW1/b.e 0•b 50UMA59CO. NG I NyMCM5 WCL W 20 CAW N*A MIZED 5 I M PAM SYSTEM ma n.1996 1 OF 2 r Existing Structure 0 U 0 m Existing Structure 1/4 "Y2" Elco Panel Mote Existing Masonry Bait w/1 1/4" Structure COIY. Washer A Washered W,nged Nut O I m 1 Steel 1 /4 "Xl' Spring Nut Sidewalk Solt G z J 2 z .14 al 1'0 /4' /2 Hex Head l'al/4'/20 Ton Zinc Expansion ® WALL MOUNT SEC ;ION (DIRECT MOUNT SYSTEM N.T.S Wood Framir a, C t o° O U 0 m Wood Framnn 1/4'0 Wood Lcq Screw 1 1/2' — Min. Embedment c ea O `o U so risting .tructu ANGLE TO Y:A.LL D_TA:L _ na Steel 1/4 x1' Spring Nut Sidewalk 9011 7- J Ot 120 wood Zing w /1'x1 /4' Hex Head SOJU 1'x1 /4'/; Hex Head 1'x1 /4'/21 .Tampin Zin Expons!on Stems ��♦ A� Spring Nut Sidewalk Bolt X V W J W X < o. 1/4'X1" Sidewali 1'x1/4'/21 Tcmpin Zir Expansion v PANEL TO AN . F DrTAII nHEADER / STUDDED ANGLE MOUNT SYSTEM @ N.T.S MAX Class or Door — Wood 1'x4'x0.l n' or 2'v4'x0.125''Aium. Tube or 2'x4' P.T. Wood for Stud Framing O 16' o.e. dt 2'x6' P.T. Wood Stud Fronting O 24' o.c. 5 /8'- -j -1/471 Wood Lag Screw 1 1/2' Mln. Embedment 2.1/4'0 4 1/2' Lag Screw O 24' a.e. Me% w/1 3/4' Penetration in Center of Studs ANCLF TO WAIL DETAIL PANEL TO ANGLE DETAIL `IMS DETAIL MAY BE USED AT 70P OR BOTTOM OF PANELS STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAM WALL MOUNT SECTION (BOTTOM) E � N.T.S N.T.S xistmy Structure 1/4- MAX O 0 v 0 m Existing Structure ANCLE TO WALL DETAI 1/i X2» Concrete Of .ve 444 w/ fi Expansion Anchor, Steel Spring Nut Sidewalk Solt 1/4 "x2 1/4' Topcon w/Hex Head Screw-, O 1/4MAK m 1 v J W >t PANEL TO ANGLE DETAIL O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S ANCHOR SCHEDULE (FAIN. 2' EDGE DISTANCE) sTllue ANOIOR 11Q•[ 1/4-S TAMM A 1/4 -3- 7x1 4 /2o woao euswtle WKWA1X BOLT (7/4' /HEAD) /47n'/to 140( HLU OOLT a • 0� MM 4.s 7 /4'Xt 1/4- W CON 1/4- WOOD LAC tlTN WIN HM NEAR SCREW 1 1/2 OjeCOMAPIT MM 11/Y LOWS. DNCDUUT 4.5 1 /4 -X'Y CLOO PANEL MAIE HOLLOW BLOCK WOOD MASONRY DOLT Ulm 1 1/4- CALL W&SWA A NQ HEAD BOLT SS wASNEXED UNCE0 NIT onml 1:1 es u 1/478- ELCO PANEL NA1E 19n/!4'./" wooO t usme MASONRY BOLT x41 314-M /20.MKVAtx OOLT • F"M 6.5 wASHOtED 14NCED NIT .. ANCHOR SCHEDULE LAIN. 2' EDGE DISTANCE) LMUNr C ANOM TYPE rASTI ftf 1/4' d Tmrw A 1 1CIB%20 NIL MEAD BOLT SS J�A= [:I u 1/4W CONCRETE ORIVE NAIL MITM CVANSION ANCHOR 1 /47It t/4' TAP coN LIED/ NTX HEAD So" teat l //Y lot. EIIBEDYENT CONLALIE � ds 1/4712 ELCO PANG UAW MASONRY BOLT tear 1 1/4- CAL% TAS" A wASHOM 11MCCO OUT a 0=111111111111[b. u T Stall (3/4. 0 HEAD) u ANCHOR SCHEDULE MIN. 2' EDGE DISTANCE MSUNG S4tal:1URE ANQtOR TM'E SPACING IN 1/4-S TAMM A 1/4 -3- WKWA1X BOLT (7/4' /HEAD) �EA 4s 7 /4'Xt 1/4- W CON WIN HM NEAR SCREW MM 11/Y LOWS. DNCDUUT HOLLOW BLOCK 114' 1 UUM A 1/4 -x-/20 NQ HEAD BOLT SS onml 1:1 es 1/478- ELCO PANEL NA1E MASONRY BOLT x41 1 1/4- CALX WASMX Jr wASHOtED 14NCED NIT .. lr 'NOT AVAnABLE FOR 44' PANG LENCIH WAX -NOT AVAnABLE FOR Be' PANEL LENOW raft Nohow BLOCK ONLY rOR 13' O.L spAONc APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE OAT TO Sy _ ?RODUC NTROL DIV-.S•ON 8UILD'NG CODE COMPLIANCE OFFICE _ ACCEPTANCE NO % d .d O N 0 0 h .Lt V w I -0 � ? y U q C7 L3 � 0 0 w w Ad" IAk* w to rnei..m t.►. A A OM ke NuW&W Asr/INts DM 500rFAStM AMM5 Mfa GO„ 1}dG, 20 6AUZ GA.VAgMV S NFAIEI.5FAIM '•' OLD. Dof "" f9P1 tL 1996 � ~96 -2 U 822 - 0020/21 J?40ya JUMP W"#- Manufacturers of Engineered Roof Trusses 9500 N.W. 79th Ave. - Hialeah Gardens, Fl. 33016 BUILDER'S NAME OWNER MR. JEFF YAO SITE 83 NORTH EAST 103 STREET MIAMI,FLORIDA LEGAL PERMIT# = = =« «ACES -12 VAr . 1-1>>>>=======[ 007297 ]___ __=== « «ROYAT,- TRTTSS » »=== ______ - C»atnmPr : YAO Mnn Fah 22 10:01:14 1999 'Prnjant #! 7179 Tr»as TT) : T1 Family # ! 101 Span p • 13 -2 Qtlant i ty h_ Tnp Pi tnh : 1/12 == Rli(7127.1 °gRBC)R,S I F ORAViT'Y LOADS ----= ---= -====- RRACT'TONS ST7.8 1 -2= -1111 3 -4= 1286 2-4= 124 1= -908 8.00 2-1= -1111 4 -1= 1286 1= -908 8.00 PROVTOR FOR 648 LRS UPLTFT AT JOTNT 9 0.79 PROVTDR FOR 649 LAS UPLTFT AT JOTNT 1 0.71 PROVTOR FOR 24 LRS RORT7. RRACT'TON AT OTIT 9 2— 6 -7 M u s i. 13 -25' 6 -7 FIID`I"A"S "F. FLAQUE /R P.E. 14801 S.W. 893 AVENUE MIAMI, FL 33176 -8030 305 -233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #23070 r 6 —U 6 -7 T.- HT, TO PR :6 -9 -7 LEFT HETGRT :0-3 -14 SPAN :13 -2 RTSE :1 -11 -10 'a1:i R- HT, TO PR :6 -9 -7 RTGRT HETGRT :n -3 -14 - LOADTNR ( PSF� MAX STRESSES MTNTMTTM CRATE OF LIMBER T. TOP 1-2=0.901 TOP CHORT1 :274 No-2ND 19 SP TOP 30 15 ROTT 4 -1 =0.423 ROT CHORD :2X4 Nn-2ND 19 SP ROTT 0 in LTA _ DEFT, _ @4 =0.06 < L/160 WRRS : 2X4 No-3 19 SP ---------------------------------------- STR TNC : T,TTMR ---------------------------------------- = 1-33 PLATE = 1.33 SPACTNG : 24.0 in_ n_ n. REPETTTTVE STRESSES TTSRD NO. OF MEMBERS = 1 TRUSS CRRCIRD FOR 110 NPR WTND RNCL.RLDG. WALL RGT`. 12 FT RLDC CAT T RIP. CAT C 10 4 +41 PSF DL,4.00 NT FROM OC1A1LT1R(ASCR7 -93). PLATRS ARR MTTRR M20- 249 2.00 MAIRFACT'URRD FROM AST'M A 446 4RD A RALVAORD ORRL((R11 AS SHOWN! PLAT'R MOST RR TNST'ALLRD bN RA. FACR OF JOTNT SYMMRT'RTCALLY RICRPT AS SHOWN DRST4 CONFORMS W'NDS DRSTGN SPRCS SSRC ANST//T'PT -94 T'RTS DRSTO 19 FOR TRUSS FARRTCAT'TON ORLY 380 PRRNANRRT AN� T'RMPORARY ARAC K(WRTCR TS AWAY. RRQD)CONSULT BLDG ARCOTTICT OR RNGTNRRR. === << < <ACFS -32 Vpr _ 1-1>>>>=======[ 0072gR ]======== « «ROYAT,- TRTTSS » »=== = = = = == Ctistnmpr : YAO Mnn Fph 22 1 O: ftl : 37 1 qqq ,Prnjpnt #: 2179 Trnsa TT) ! Hr5 Family # : 314 Span ! 13 -2 Quantity : 1 TnP Pitrh ! 3/12 FORCA'S - LOAD CARR 11 RRACTTORS - ST7,R 1 -2: -1641 4 -5: 1511 2 -6: 504 1 = -1440 8.00 2 -1= -1511 5 -6: 1511 2-5= 0 4= -1440 8.00 1 -4: -1641 6 -1= 1511 1 -5= 504 PR09TOR FOR R98 LRS UPLTFT AT JOT #T 1 '162 PROYTOR FOR 927 LRS UPLTFT AT JOT #T 4 0.64 PROYTOR FOR 19 LDS RORT9. RRACTTO# AT ,OTIT 1 E -0 5 -0 8 -2 13- 2 -� M J FOAS F. RAQUER P.E. 14001 S.W. 89 AVENUE MIAMI, FL 33176-8030 308233 -1884 STRUCTURAL ENGINEER FLORIDA REGISTER 307M M 5 -0 8-2 13-2 5 -8 8 -2 5 -19 W T, _ HT, TO PK ! 5 -1 -14 R. HT, TO PR 15-1-14 T,FFT 14FTrHT!O -3 -14 SPAN:13 -2 RTSF :1 -6 -14 RTGRT HFTGNT:0-3 -14 T,OAT)TNr- ( PSF MAX STRESSES MTNTMTTM rRAT)F OF- T,TTMRFR T. A TOP 1-2=0-R52 TOP CHORT) ! 2X4 Nn _ 2NT) 19 SP TOP 30 15 ROTT 5 -6 =0.817 ROT C14ORn:2X4 Nn_2NT) 19 SP ROTT O 10 T.T. _ T)FFT, . @6 =O. 15 < T, /360 WFRS !2X4 Nn _ 3 19 SP --------------------------------------------------------- ------ SPACTNr ! 24.0 in_ n. e. RFPETTTTVF STRESSES NOT TTSED NO. OF MFMRFRS = 1 LOAUTRR STRRSS T #CRRASR LOAOT #R LU#RRR PLATR TYPR 1 1.11 1.11 U#TFOR# COUCR#TRATRR PAURL(PLF) J JOTITS(LRS) 1- 2: 90 2- 1= 15R 1- 4: 90 4- 5: 20 5- 6: 15 6- 1= 20 5: 402 6= 402 TRUSS CRRCRRO FOR 110 NPR 11T #U R#CL.RLOR. VALL DPW 17. FT RLOG CAT T RIP. CAT. C 10 45) PSF 011,4.00 #T FRO# OCRA #LT#R(ASCR7-91). PLATRS ARR #TTRI 920- 244 200 #A #UFACTURRO ORO# AST# A 446 6RU A GAWRORU STRRL {R14,RP AS SHOW) PLATR #UST RR T #STALLRR b# RA. FACR OF JOTIT SY##RTRTCALLY((RICRPT AS SROf11DRSTR CONFORMS it ROS ORSTGR SPRCS SSRC A #ST/TPT -95 TATS ORSTU TS FOR TRUSS FARRTCATTON ORLY.F04 PRR #A #R #T ARii TR#PORARY ARACtIG(NRTCR TS ALWAY, RRQR)CO#SULT RUP, ARC1(TTRCT 01 R#RTRRRR. VPr _ 1 _ 1 _ = =« «.ACES -l?. » >>== = = = = =[ 007299 ]======== <<< <ROYAT,- TRTTSS » »=== = = = = == Ctnstnmpr ! YAO Mon Feb 22 10.02.:23 1999 +Projant #: 2179 Triir,s TT) : T1 Family # : 2(15 Span • 1 -0 Q»antity : 4 Top Pitoh : 3/12 == Ald(7J7.2J194A� 'Vi . 1___________________________________ _______________________________ FORCKS - CRAVTTY LOADS RRACTTONS - ST7,E 1 -2= 0 1 -1= 0 1= -249 9.00 i. -21 1.4D PROVIDE FOR 292 LAS UPLIFT AT JOINT 1 (1.17) PROVTOR FOR 21 LAS HPLTFT AT JOINT 2 (1.00 j PROVIDE FOR 19 LAS HORT7. REACTION AT JOIN ge FI®IAS F. FLAQUE PE. 14801 S.W. 89 AVENUE MIAMI, FL 33176 -8030 305 - 233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #23070 K 1-0 If 1 -6 T.. HT. TO PR : 1 -0 -6 T,FFT HFTrHT:0 -3 -14 SPAN:1 -0 RTSF:0 -6-14 RTCHT HFTTTHT:O -6 -14 T,OAI)TNC (PSF) MAX STRESSES MTNTMTTM T;RAT)F OF T,TTMRFR I. T1 TOP 1 -2 =0.009 TOP CHORD !2X4 No -2ND 19 SP TOP 30 15 ROTT 3 -1 =0.002 ROT CHORT) ! 2X4 Nn _ 2.N1) 19 SP ROTT 0 10 T.T, . nFFT, _ < L/160 WFRS !2X4 No . 3 19 SP STR TNC_: T,TTMR = 1-31 PLATE = 1.33 - SPACTNG : 24.0 in_ o. n_ RFPFTTTTVF STRESSES TTSFI) NO. OF MEMBERS = 1 TRUSS CRRCYRD FOR 110 MPH WIND RICL.RLDV TALL UT 17. VT RLDC CAT TRIP CAT. C 10 4i) PSF 01,,4.00 MT FROM OCRANLTNR(ASCR7-91). PLATES ARE MITRE 920- 249 200 MANUFACTURED PROM ASTM A 446 4RD A CALVARTLRD ITRRI, {RI!'EP AS 99011) PLATE MOST RR TMSTALLRD bN RA. FACR OF JOINT SYMMRTRTCALLY N AND RTCRPY AS SHONM DRSTCH CONFORMS 1 909 ORRI SPECS SSAC AMST /!TPT -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY304 PRRMANRNI' TEMPORARY ARACTIC(9RTCR IS ALNAN, RRQD)CONSULT AL69 ARC4TTRC9' OR ENGINEER. _ = = «. «ACES -32 Vpr. 1.1 » »_______[ 007300 ]____ _ === <<< <ROYAT,- TRTTSS » »== =______ Customer ! YAO Mon Ft?h ?. ?. 10:03:13 1()()() Projaot #: 2179 Trrtas TT) : T3 Family # : 2W; 3 -0 Qttant i ty ! 4 Top Pi toh : 3/12 FORMS - rRAVTTY LOADS RRACTTOIS - SUR 1 -2= 0 1 -1= 0 1---154 8.00 1 = -24 4.00 2= -111 1.40 PROVTDR FOR 140 LRS RPLIFT AT JOINT 1 O.98J PROVTDR FOR 100 LRS RPLTFT AT JOINT 7. 0.89)) PROVTOR FOR 61 LRS RORT7,. RIACTTOI AT ,DIRT 1 3 -0 Adtel� — FIDIAS F FLAQUER PE. 144801 S.W. 88 AVENUE MIAMI, FL 33176 -8030 305 -233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #2307^ 2X4 1 KM M L. HT, TO PK ! 3 -1 -? LEFT HFTCHT:0 -3 -14 SPAN:3 -0 RTSF :1 -0-14 RTrHT HFTRHT!1 -0 -14 T,OAT)TNr. (PSF) MAX STRESSES MTNTMTTM r;RAflF OF LITMRFR I. >) TOP 1 - ? -0 159 TOP CHORn ?X4 Nn -2ND 19 SP TOP 30 19 ROTT 3 -1 =0.034 ROT CHORT) ! 9X4 No . ?.NT) 19 SP ROTT 0 In _ T,T, . DFFT, . < L/360 WERS !2X4 No-1 19 SP STR TNC : T,TTMR - -1 33 PLATE = 1 33------------- SPACTNC- .- 24- n- in-- o-- n---- - - - - -- RFPFTTTTVF STRESSES TTSFFT) NO. OF MFMRFRS = 1 TRRSS CRRCRRD FOR i1O NPR RTRD RRCL.RLnr.. WALL HIT. 12 FT RLDr. CAT. T RIP. CAT. C 10(5+5) PRY RL,4.O0 NT FROM OCRAILTIR(ASCR7-41). PLATRS AIR NTTRR 120 -2.49 2.00 11IRFACTRRRD ORON ASTN A 446 NO A rALVA1IkRD STHU RR.RP AS SROR11 PLATR MAST DR IISTALLRD dI IA. FACR OF JOINT SVNIRTRTCALLVtR1CRPT AS SROWNIRRSTO COIFORIS KIDS DRSTrI SPICS SSDC AIST�TPT -94 TATS DRSTGI IS FOR TRUSS FABRICATION ORLY30i PRRIARRIT AN TRNPORARY RRACTTNO(INTCR 19 ALLAY, RRQD)CONSRLT If., ARC TTRC OR R1411RRR. -- =t. «cACES -32 Vpr _ 1 _ 1 » »_______[ 007301 ]___ __=== « «ROYAT,- TRTTSS » » === ______ -- Caistnmpr ! VAO Mnn Fph 22 10:03!16 1999 Prnjpnt #! 2179 Tr»ac TD : T9i Family # ! 205 Span : 5 -0 Quantity : 3 Tnp Pitch ! 3/12 - -- - - -- FORKS - GRAVITY LOADS RRACTTORS - SUR 1 -2= 0 1 -1= 0 1 =469 8.00 2-3= 0 1 =44 4.00 2 = -203 1.9n PROVTDR FOR 408 LIS UPLIFT AT JOINT 1 (0.81j PROVIOR FOR 178 LRS UPLIFT AT JOINT 7. 0.88 PROURR FOR 102. LRS RORTY. RRACTTOR AT JOTM 9 Mi 5 -0 5 -9 T,_ HT, TO PR :5-1 -14 L-2 .00" �. L+aJ--' F. FLAMER P.E. 14801 S.W 89 AVENUE MIAMI, FL 33176 -8030 305- 233 -1664 STRUCTURAL -- ENGINEER FL.ORID! REGISTER #23074" LEFT HFTGHT:0-3 -14 SPAN :S —O RTSF:1 -6-14 RTGHT HFTGHT!1 -6 -14 T,OADTNG ( PSF MAX STRESSES MTNTMITM GRADE OF T,TTMRFR T, A TOP 1 -2 =0.465 TOP CHORn :2X4 Nn-2ND 19 SP TOP 30 15 ROTT 3 -1 =0.103 ROT CHORD :2X4 No-2ND 19 SP ROTT O 10 T.T.-DEFT- < L /360 WFRS !2X4 Nn-1 19 SP STR _ TNC _ ! T,TTMR ------------------------------ = 1-13 PLATE = 1-33 ----------- - - - - -- --- - - - - -- SPAC.TNG : 24.0 in- n n REPFTTTTVE STRESSES TTSFTI NO. OF MFMRFRS = 1 TRUSS CRRCITRD FOR 110 9PR WIND RUT,.RLDG. WALL RGT. 12. FT ALDG CAT. T RIP. CAT(. C 10 4 +ii) PSF DL 4.00 MT FROM OCRART,TRR(ASCR7-91). PLATRR AIR 9TTRR 920 -249 200 M1MRFACTRRU PROM ASTM A 446 fRD A GAWITHO STRUT, RI RP AS SROU) ' PLATR MUST RR TRSTALLRD 69 IA. FACR OF JOINT SYURTRTCALLY((RICIPT AS SROWR DRSTP COMFORMR W RDS DRSTGR SPRCR SSRC ASST TPT -94 THIS DRSTGR IS FOR TRUSS FABRICATION ORLY 300 PIRMAMIMT AM11 TR9PORARY IRAC�MG(WRTCR IS ALWAY, RRQD)COMSOLT IL6r, ARCATTRC� OR RICTURR. I I === <<< <ACES -32 Var _ 1-1>>>>=======[ 007302 ]======== <<<<ROYAT,- TRTTSS » > >== - - - - --= Cimtnmar : YAO Mnn FPh'22 10:04 :42 1999 ,PrnjPnt #! 2179 TriiRR TT) ! C,TS Family # ! 2114 == ASpan 7. 2/1998I� �®: 1 .97 _-_n _-14 _ Quantity . 2 -T-n-p - -P--it-n h -----/ ________________________= --- - FOR` ES - LOAD CASE 11 RRdPTT011S - ST7R - -- -- -- --- - 1 -2= -486 4 -1- 477 2 -4= -509 1 - -SB5 8.00 2-1= 0 4 = -384 4.00 1 -4= -144 PRO ®TAR FOR 669 LAS APLTFT AT JOINT 1 1.14 PROVIDE FOR 194 LAS UPLIFT AT JOINT 4 1.02 PROVIOR FOR 10l LAS RORT7,. RRACTTON AT JOTM 1 1X4 1X4 0 7 -0 -14 7 -0 -14 T.. HT, TO PTi:7 -2 -3 T,FFT HETGHT:0-3 -13 SPAN!7 -0-14 RTSE:1 -6-13 RTGHT HFTGHT!1 -6 -13 T.OADTNG (PSF� MAX STRESSES MTNTMTTM GRATE OF- T,TTMRFR T, TOP 2 -3 =0.319 TOP GHORT) :2X4 Nn_2Nn 19 SP TOP 30 19 ROTT 4 -1 =0.313 ROT CHORn:2X4 Nn.2Nn 19 SP ROTT n In T,T, _ T)EFT. _ QO =n . On < T,/360 WFRS !2X4 Nn-1 19 SP ---------------------------------------------------------- SPACTNG : 24.0 in. n. n. REPETTTTVE STRESSES NOT TTSFT) NO. OF MEMBERS = 1 LOADING STRESS TNCRRASR LOADTHG LUMBER PLATE TYPE 1 1.11 1.11 UNIFORM PANRL(PLF) / JOTNTS(LBS) 1- 2= 56 7- 1= 110 4- 1= 19 RIGHT RRA VERTICAL IS NOT RIPOSRD. TRUSS CRRCKRD FOR 110 NPE VIER RECL.ALAP,,. TALL RGT. 12 FT,RLAG. CAT. T,RIP. CAT. C,10(5 +5) PSF OL,4.00 MT FROM OCRAKi,TKE(ASCR7 -93). ION! LRFT OVRRRANG RRgqUTRKS S/tPPORT OR TARL RRTKRM PLA RS ADD MTTRK 1120-M 200 MANUFACTURED FROM ASTM A 446 910 A GALVANT7RO STRRL[ RICRPT AS SROVM) PLATE MOST AR INSTALLED bN RA. FACE OF JOINT SYMMETRTCALLY(EICRPT AS SROVN)DESTP CONFORMS 41119 DESIGN SPECS SSAC ANSI TPT -95 THIS DRSTCN IS FOR TRUSS FABRICATION ONLY 300 PRRKANRNT AN TEMPORARY RRACTTNG(VETCE IS ALVAY, RRQD)CONSULT RUG ARC�rTEC OR RNGTNERR OVERHAUG 0111I(fiJi I I I OP M: olnfl•-If to plik•11 tot III:- THE i.jjNjtvjj GRADE OF WOO I.C. 2X4 00,2110 19 SP cc. 19 r w, .bs 2X4 NO 19 51' slit. 111c,14. 5-1 r. 1YtAW11 0 f 11A. CHUXIM (if : Yd HI-9) CIAL LOI-011IG I OP no I 1 011 (PSF1 L 0 30 7 0 10 milel: Indesiries litc. v —I—$ . ell A MAJ ell' 6 lo. IN r 10 PS- SOFFiT 2 PSr- SOIT- 11. GRADE- OF — — LU4B[-R 2-10-13 2XG 4-2-9 2X4 3-2-1 2x1j Ho.2110 19 G1' 3-3-2 1-1-11 4-0-12 3-4-5 3-6-15 -1 -9 • 13 ------ 00.2 19 sp 11o.20 19 S? J-3-2 1-9-11 3-6-15 110.1110 19 Sp 110.1 19 sp 3-4-13 5-6-0 3-0-12 11MID 19 S? 5-2- 5 3-1 ©-9 5-1-14 1-1-7 MOSS 19 Sit 5-9-3 4-2-7 ss 19 SP OS; 19 SP - - -- — -3 -5 4 i.jjNjtvjj GRADE OF WOO I.C. 2X4 00,2110 19 SP cc. 19 r w, .bs 2X4 NO 19 51' slit. 111c,14. 5-1 r. 1YtAW11 0 f 11A. CHUXIM (if : Yd HI-9) CIAL LOI-011IG I OP no I 1 011 (PSF1 L 0 30 7 0 10 milel: Indesiries litc. v —I—$ . ell A MAJ ell' 6 lo. IN Oil C ORNC= R SET TOP CIIORO COIUISC11o11: ;a' JkCl:5 - 4 .'G'-D NAILS 2 3'g' 8 1 *0' JACKS - 2.0-0 vu il.'; � 12 141K P 2.51 1 MIITTOM C-40 .J Cie; E-l" i'04 % 3X. C011,1101•4 JACKS Ruxi1011 - SHE 1 - -50 3S -T - -025 1.5 -I U ra 1-� IJ uT c1 k Iv: (tt I. n4a0 PARR -i -:L POOF LAYOUT GOT AT TICE fNU of: 114, AN10 BOTTOM C110 DS. 3 2 OPTIONAL 2X3 H a- I1J-12 � CO(Nf�R JACK 1g1F, TICS 0=_SIGH It" 5 SM CI@ -UE'0 4"'111 I:0 I��II vUIJ LO��J. �-'�LL ICO -AIT t0 T f 1i1, PA0V163 FCA IJ1.IF1 ItT 6:IRIII;, WALL CC+P*:TIUS , 1�0 LOS �1 CO'1tiJlr JACKS t 750 L " -S RI MIND -Ul GRADE Or LUMBER T.C. 2X1 14o.2 19 S? TP1-L'2 Cr I1. B.C. 2X4 140.2 -19 S? c 4/n�g 2X1 140.3 19 Sr' S�I�C-JI LOADING IPsrl STR. 11101. I 3:1 L O DRAMI By I 1 A14 70P 30 1' CNCCI:CO UY I JAI BOTTOM 0 10 PC-P. SIRCSS: 110 SPACING 121' O.C. E== [==J WED 1.11131; IT/Juslrles Inc. 1,1O --o NAILS I � � • �jo. 1�G5T3 oil ►,�/ oil lUl`.0�,�4Ji Jq Appro-we 1 STANDARD ROOF- VALLEY DETAIL i PRE MM BY MlANI OfF1GE PARTIAL ROOF LAYOUT 12 j pitch Supporting Truss v 4 to 7 44 2x3 (typ) See note Strop ® 48" o.c. see note (c) below 5x6 spl. (typ) 3x6 spl. (typ) Supporting trusses at 2' -0" o.c. max NOTES: (a) Provide continuous bracing on verticals AREA over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end, (b) Max, spacing for vertical studs- 8'--0" On trusses with spans over 24' -0" the vertical should be spaced- at 6' -0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 16 ga. twist strap at 4'--0" intervals w /4, 10d nails each side of strap. Max 120 mph wind speed, '20' -0" max ..wall height.. Valley trusses at 2'-0" O.C. Max. INote: Plywood sheathing may be extended below valley 6" wedge nailed to /truss w /2 -8d too nails trusses. Provide opening for straps to connect to trusses or bevel cut bottom chord of volley truss. below. REV-41W/94 JAI (f Ot SVK _.r� �'^ ��T. MINIMUM GRADE OF LUMBER TPI --92 Crit. T.C. 2x4 No. 2Nd 19 SP 5FBC., 9S B..C, 2X4 No. 2ND 19 SP Revised: Webs 2X4 No. 3 19 SP 7/7/94 LOADING L (PSI; STR, INCR.: 337. TOP 30 {S DRAWN BY: P.G. BOTTOM 0 10 CHECKED BY: J.A.I, SPACING:24 In 0 .C. REP. STRESS:YES ©tom MiTek Industries Inc. STATE OF Approved for MiTek Industries Inc. ° gThis to ttety alert symbol is used . to • attract-'your atte P ON SAFETY IS INVOLYEDI When >yoU�s ymbolBECOME'ALERT HEED ITS „U10 CAUjIQN Identifies safe..:operating tt11;4 safe conditlons.that.could .. ,,,...result nspet'sofin jury-or damage to structuresy. 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 con"ctor) 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 superiortotheprojectArchitecrs 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 Plate `1' °?> :i,DANGER: A DANGER designates a condition where failure to follow instructions or heed warn - ,� ',Ing g will most likely result in serious personal "Injury or'death or damage to structures. :�: x;WARNING: A WARNING describes a condition ` where failure tofollow Instructions could result in r`severe personal Injury or damage to structures. ,,44 9 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide forthe 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 ® 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: Alitemporary bracing should be no less th02x;grademarked lumber. All.connectlons s ou d be made with minimum of 24 6d ;nails,All c.. �.,, ,,. b,_:� .,. �trfi�e$ assumed 2; on or less All multi ply trus>�es�shoduld' be connected together;ln, acq dance with design drawings prior to Installation: TRUSS STORAGE `'� ' CAUTI0 14 Trusses ".6uld� not; .,- ur 1 aded *onrough kterralrl or urt�vertsurlaces►hich could;' ' top, a cause`rdamage:to the truss. ",11. I Trussesstored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. o "ftOt break barldip yQtll,instaila= i t, Ift bundled;trusses byAll bands I&M 1�0 o `ot use damaged trusfrses ' Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless h woperly.braced. ` DANGER: Walking on trusses which are.,lying. -, " flat Is extremely dangerous and should best ric y prohibited. Frama Tag Line WARNING:�Do not attach, cables; cha(ns, or f. WARNING: Do not lift single trusses with spans hoo�CS toathe. web.,members. greater than 30' by the peak. MECHANICAL /60- 60l° INSTALLATION ess or Approximately ApproximatelyTag % truss length '/a truss length Line Truss spans teas than 30'. Spreader Bar Toe In Toe In Approximately Spreader Bar Toe In Less than or equal to 60' Approximately r/n to V, truss length Less than or equal to 60' 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. Strongback/ l\ SpreaderBar _Approximately Y3 to 3/J truss length Greater than 60' Tag' / Line Tag Line Strongback/ SpreaderBar 10' In Atorabove m � mid - -height '� -\ �_ _40 —PLOW, m ttely - -_ i�sto 3 %truss length Line Line Tag Tag Greater than 60' C T. Wpzir: Za'. bracing.show '.It�;this;sumErtarysheet Is adequate:for the Installation of %� Igurattons Consult�a registered, professional'engineer if a different ,> aragem j)t, s ide sired The engineer,,may design .bracing in accordance with TPI s . V o dtDesfgr` Specification *forTemporaryBracing'of Metal P.late:Connected Wood ,x ;rus�a a ,¢89; >and irisome:cases determine.that a widerapacing is possible.' ; GROUND BRACING:BUILDING INTERIOR truss of gft of lateral 02 +a GROUND BRACING: BUILDING EXTERIOR I Top Chord Typical vertical - ' End Walt side 1 }� 1J attachment Plan Blocking \ GBy r. 11i - (around Brace verticals (GOV) - -- Ground brace -- diagonals (GOD) Ground brace vertical (GOV) A� � Groin•(, i braes \ iet truss of brace latersl (Lbd ` group of trusses "^ Ground brads /, . End brace (EO) diagonals (00p) • ...... Hots: 2nd.floot stem ehap ha "s' adequate eapaft. to s Strut upport gromrd \ braces. Backup q, IsD r, flea ground 6• Z 2"d � slake e / M:n;�;r;, aa••,; ". •••' �,,.'� Typical horizontal fie member with W Driven multiple stakes (HT) 1 11oor ground stakes y5 � iC„�'?v'�c -:We. .a„ ";.:�'•?;•....';4 �"itQ�a�'•e"%� _ t(:isi:_:9j:�':;�;r'r -:• `..: , • ''��`� CAUTION:• Ground bracing required_ for all Installations. r'r.. -- A 1z 40 _ _ 2 4 or greater Top chords that are laterally braced can buckle togetherand cause collapse if there to 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. NIZZ A6% ao N, 0 66 s /m'V SPAN . MINIMUM PITCH TOP CHORD ' LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DOS) # trusses SP DF I SPF HF LID to 32' 4/12 8' 20 r44 5 Over 32'- 48' 4/12 6' 10 6 Over 48'- 60' 4/12 5' 6 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch sv - boutnern vine HF - Hem -Fir SPF - Spruce - Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. i0• or Greater - -- Attachment i Required – PITCHED TRUSS N1 ; Fa lure, o�f9llowtt�ese recofnmegdations could result n ; A 6 { ,y .y, r�.. Cj. vale, personal :�nJury,,o�mdenagetg�trusses�or buildings. . . SPAN MINIMUM_. PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONALBRACE SPACING (OBS) [# trusses SP DF I SPF HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' S 3 Over 60' See a registered professional engineer 12 5 i-- All;e s/ DF - Douglas Fir -Larch SP - Southern Pine — fi HF - Hem -Fir SPF - Spruce- Pine -Fir — JI lateral braces ipped at least 2 vsses, i ` \ r A7 � r' � 6• y9rF�?A�c�: ° ryb� ey @�( Top chords that are laterally braced can buckle k t 1 n�t r t ti�i q to yy (�\ togetherand cause collapse If there isno diago. a r,z f tt SRj s �J yQ net bracing. Diagonal bracing should be nailed r•y tr j r, , @ e� r� >,y + 1 4t �� A ; 5�a W�, ti to the underside of the top chord when pwlina are attached to the topside of the top chord. rf fir,'' SCISSORS TRUSS • r4S ° ,tz� ��_ 12 ---- 1 4 or greater r = tt !1pC • ! Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) I# trusses) Up to 32' 4/12 15' 20 15 Over 32'- 48' 4112 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch 5P - soutnern vine HF - Hem -Fir SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. - ti �6 BOTTOM CHORD PLANE ��a �VkWAqNING: Failure to follow #heserecommendatlons.could result in evara narsennal iniury or'damaw to trusses or buildings. WEB MEMBER PLANE Cross bracing repeated at each end of the building and at 20' Intervals. • SPAN MINIMUM DEPTH„ TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBs) # trusses SPIDF SPFIHF U to 32 30 8' 16 10 Over 32'_ 48'1 42" 6' 6 4 Over 48' - 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 \v�y 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togelherand cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puriins are attached to the topside of the lop chord. All lateral braces lapped at least two trusses � -�` • The end - ° a3 r' G3 L r` V. diagonal brace for cantilevered End diagonals are essential. for v trusses must be stability and must be duplicated an placed on vertical both ends of the truss system. webs in line with the support. 6° Continuous Top Chord _ Lateral Brace I - 1– Required 10° or Greater r _.J – — Attachment Required — _ s/ t 0 ,us 0 2 300 or greater 3Z 01 \e ;=WARNING: Failure to follow these recommendations could result in severe personal injury or_damage to trusses or buildings. A& 4x2 PARALLEL CHORD TRUSSJOP CHORD Top chords that are laterally braced can buckle together and cause collapse Hthere to no diago- net bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. 1y 30,�d$s) rrusseg trusses. s�45oJ End diagonals are essential for stability and must be dupiicated.on;; , both ends of the truss system. Fr -lmr+ r. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment 9 Required -- 4 All lateral braces lapped at least two trusses. s�45oJ End diagonals are essential for stability and must be dupiicated.on;; , both ends of the truss system. Fr -lmr+ r. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required -- 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP DF SPF HF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3 12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine 0y ryou HF - Hem -Fir SPF - Spruce - Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse ff there In no diago- nalbracing. Diagonal bracing shouldhenailed to the underside of the top chord when purlins are attached to the lopeids of the lop chord. MONO TRUSS 12 - -� 3 or �., greater \ 8' \ .,\ a y All lateral braces j lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10• or Greater Attachment Required - WARNING: Failure to follow these recommendations could result in �. .,.,..., ,severe personal injury or damage to trusses or buildings. PLUMB I I I Truss I INSTALLATION TOLERANCES I BOW D(In) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1 /2" 1-3/4" 6' 84" 7' 96" 2" 8, 108" 2" 9' 1 T t+ /J' L(in) Length L(in) Lesser of L/200 or 2" L(in) ...........:::::::::::::: :::::::::::::::::::......... DepthI ................... ....:.......................... Lesser of D(in) I ± + /.° L/200 or 2" I Lesser of D /50 or 2" Maximum \- Plumb Misplacement Line L(in) L/200 L(ft) 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. L(In) U200 L(ft) 200" 1 " 16.7' 250" _ 1 -1 /4" 20.8' 300" 1 -1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) 85NE 1o3S-r. PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES I A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR MAIN SERVICE REPAIRAE R (MANGE REFRIGERATION GREASE TRAP APPLIANCE OURETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS _AUNORY TRAY WATER HEATER U.F. PRESSURE VESSELS XOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION 31NK, RESIDENCE MOTORS OVER 5- S HP TRANSPORTING ASSEMBLIES 31NK, SLOP MOTORS OVER B- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 W FIRE SPRINKLER SYSTEMS JRINAL MOTORS OVER 25-100 HP COOLING TOWERS MATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION 9ATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES EWER CONNECTIONS SIGN TRANSFORMERS TILITY -SEWER SIGN TIME CLOCK TILITY -WATER FIXTURES EPTIC TANK ANTENNA ELAY TELEVISION OUTLETS RAINFIELO, 4' TILE/RES. VIOLATION LIMP & ABANDON SEPTIC TANK REINSPECTION OAKAGE PIT CU. FT. RrJI mp ATCH BASIN I SCIiAAGE WELL OMESTIC WELL REA DRAIN OOF INLET OLAR WATER HEATER IRE STRIPE )OL PIPING MN SPRINKLER SYSTEM 4 RANGE :TER SET (GAS) lS PIPING ALUFAB HURRICANE SHUTTERS, INC. Manufacturers STORM PANELS ACCORDION, BAHAMA & COLONIAL SHUTTERS METAL PRIVACY FENCE DATE: I 2&ola-f BUILDING OFFICIAL: Ak `0,11lc MUNICIPALITY : ZWI` l To Whom it May Concern: We are the Miami-Dade County Notice of Acceptance Holder for galvanized 20 gauge steel storm panels under the product control number 00- 0128.04. This letter authorizes ?e®f to use our galvanized 20 gauge steel storm panels ap following job."" NAME ADDRESS Z-? �� /®Y-6/ ,? -?12 Le Yours sincerely, &L",4 -- Robert Andrade, President number 00- 0128.04 on the THIS FORM MUST ACCOMPANY THE APPLICATION FOR THE BUILDING PERM TT AND SHALL BECOME PART OF THE PERMIT DOCUMENTS. THE AUTHORIZED SIGNATURE MUST BEAR THE RAISED SEAL OF THE COMPANY HOLDING THE DADE COUNTY NOTICE OF ACCEPTANCE. 2353 ALI BABA AVENUE, OPA LOCKA, FLORIDA 33054 Dade (305) 688 -4701 Fax (305) 688 -8033 1- 800 - 817 -4864 www.alufabhurricane.com L ��C-�Ir w ;;'4 P 00�49!!F .�,�CZeAee 23gg cv r-, p. a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Alufab Hurricane Shutter, Inc. 2353 Alibaba Ave_ Opa Locka FL 33054 Your application for Product Approval of CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 20 -aztge Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 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_:00- 0128.04 Expires:07 /1712003 Raul Rodriguez Chief Product 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 Buildinlg Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 1 of') Approved: 03/17/2000 ftra—nciscMo .Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ebnildingcodeenline.com ( Homepage- http :ilwvrw.buildingeodeonline.com MIAMI SHORES VILLAGE `BUILDING DEPARTMENT 305- 795 -2204 (� Buil ftg Inspec ' equest Type Ins 'n ifs Permit No. Name �% Address J ' " ` Company Phone # ° v Inspection Date Re- Insp'n Fee ❑ r R . Alufab Hurricane Shutters, Inc. 1. SCOPE ACCEPTANCE No.: 00- 0128.04 APPROVED MAR 17 2000 EXPIRES 07/17/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This renews the Notice of Acceptance No. 98- 0915.03, which was issued on January 20, 1999. It approves a 20 ga. Galvanized Steel Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23,-do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 ga. Galvanized Steel Storm Panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -210, titled "20 Gage Steel Storm Panel ", prepared by Tilteco, Inc., dated August 24, 1998, last revision #1 dated August 24, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E., bearing .the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal. shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 ga. Galvanized Steel Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING Each panel 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 REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved Arawiriv s, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 9 4. ""_ ' Helmy . i akar, P.E. - Product Control Examiner Product Control Division 2 of3 Type Insp'n Permit No. Name Addres. Compa Phone Inspect Approl Correc Re -Ins MIAMI SHORES VILLAGE z BUILDING DEPARTMENT 305- 795 -2204 /l Buil in Inspection Request Date Type Insp'n Permit No. Name I' Address CompanyL �® i Phone # Inspection Date Approved Correction ❑ Re-Insp'n Fee ❑ Alufab Hurricane Shutters, Inc ACCEPTANCE No.: 00- 0128.04 APPROVED MAR 17 2000 EXPIRES 07/17/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. ` 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If tlx Acceptance holder has not.complied with all the requirements of this acceptance, including the correct installation of the product d. The engineer, who originally prepared, signed, and sealed the required documentation initialIy submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be arounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. Isar, P.E_ - Product Control Examiner Product Control Division 3 of 3 i Type I Pennil Name Address /V v �0 Company Phone # 1� ae / 00 Ins 'on Date Approv Correction ❑ MIAMI SHORES VILLAGE gMDING DEPARTMENT 305 -795 -2204 Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE WILDING DEPARTMENT 305- 795 -2204 Buildi g Inspection Request lr Date Type Insp'n Permit No. e Name Address rV C Company Phone # f 0 Inspection Date a i Approved ❑ C rrectidn Re- Insp'n Fee ❑ a w lva '�r ,r� �4'''� Or S A BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F_) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EOUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) ACW NEKJff (n) COASTAL & NON COASTAL ZONES (TRB! lTARr AREA - TO M.) COASTAL &NON C04STAC ZONES '. (MMIZARY AREA - 20 F72.) COASTAL & NQY C04VAL ZONES (1!mAwr mGt - 30 F7Z) COASTAL B ANON COASTAL ZONES (T asurARY AREA - 40 172) COASTAL t A0W COASTAL ZONES (T77BVTARr AREA - 50 F72.) END ZOI$ (ZOI.r 5) NT&WOR ZONE (ZGNE 4) END ZONE (ZOAE 5) 04EMOR ZONE (ZONE 4) Do zow aoNr 5) PflM R ZONE (Z07E 4) END ZONE (ZONE 5) a.TER7AR ZONE (706E 4) 'END ZONE rOrr£ 5) maFRIOR zow (ZONE 4) 0' -15' 61.5 178 577 45.8 55.5 t4B 533 43.9 51.1 42.9 >15' 2tr 66.9 520 6Z7 49.B 60.4 46.8 58.0. 477 55.6 46.7 >20' -25* 71.5 55.6 67.0 53-2 64.5 5,Z / 62.0 ST.O 59.4 49.9 >25' -30' 75.3 38.6 70.7 561 680 54.9 633 53.8 626 52.6 >30' -40' 87.5 63.4 76.4 60.7 73_1 59.4 706 58.1 67.7 56.9 .N0-50' 85:8 675 81.5 64.7 78-4 633 75.3 620 72.2 60.6 137.6 97.4 71_7 85.8 68.T 825 66.7 79.3 653 75.0 63B DETERMINATION OF POS(Mr PAEss lzEs BASED ON NEGATIVES SHOWN ON CH4.Kr (o) FOR BMDWC WITH MEAN ROOF NEtaff EOUAL OR LESS THAN 60 FEET: FOR £ND ZONES . UM77PLY A/ECATyr PRErStNES BY O_BO 740 OBTAIN A"MFUU POSITIVE PREssuRGS FOR 7N7ER70R ZONES : MULTIPLY NEGATN£ PRES AL-S BY 0.94 TO OBTAIN AL4xmaw Pr7S17NE PRFSS0A4E'S. (b) FOR BUILDING WITH MEAN ROOF H£ILTif GREATER THAN 50 FEET FOR EDGE ZONES : ' 1RKT7PLY NEC AME PRESSURES' BY 0.50 TO MAW MAXAmW POSMVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0-66 TO OBTAIN AiAZIAIifM POSITIVE PR£SSURE5 FOR. INTERIOR. ZONES MULTIPLY NEGATNE PRESSURES BY 1.007 TO OBTMN A(AKARfM POSfTAS PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPQNENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT _GREATER THAN 60 FEET (APARTMENT BUILDINGS) A1FAW ROOF A/DN COOMAL MKII -.S COASTAL ZONES mea NI 0) EDGE ZONE (ZONE 71 EM! ZONF (tow 6) 147ETBOR ZONf' 0N£ 5) fmc ZONE' (ZONE r 0JD ZONE. (2MC 67 AffV NOR ZONE (ZDN£ 5) >WI -70' 176.5 85-6 57-2 133_1 774.1 75.7 >70' -80• 121.2 90.3 59.5 J56.8 115.9 77.0 >87 -90' TZ18 93.8 61.8 ?60.6 779.7 78.6 >90- 100' 729.6 966 636 T64.4 7225 80.7 >lMr -120 136.2 101.5 66.9 170.0 726_? B34 12P -1 142.8 1D6.5 70.7 775.5 1309 86.2 140-760 148.4 170 6 72.9 160.3 134.3 8LL5 >16T-law 753.1 174.7 75.1 785.0 1379 90.5 > 180'- 157.8 1176 77-5 788.0 140.7 9Z7 >20W-250' 168.7 125.,3 82.5 197? 147.0 96.8 >250' 30(7 776.6 137.6 86,7 2404,7 752.6 IDO.5 >-IW-3501 185.0 J379 90.8 271.3 157.5 1037 >350" 192.5 lt3$ 94.5 216.9 167-7 >sOW -450 191-.8 1:.E.S S°.7 :.6 :65.7 108.8 >45ot--soir 204.7 1526 100.5 ZZ6.3 1687 111.1 IL ECOT.At_ R! J•�yy__i���I��TI, �OSa O /►�� � x-mrr• -LEI _ /xA i xw_wgl A xUr t P. G oloam 7< / "767 T)WffARY ARFA : WWDOW OR DOOR OR SH&VER AIWA (AT) AS APPLJCA6Li EXCEPT Tl(4T FOR FREE STANOLNG STORAI PANELS (AT) = PANEL SPAN (It) x PANEL SPAN ($) 3 • i PRDf: ONAL ENGIAE£R'S S O"TI/RE AAID SELL I11DKATFD ON n*5 DiRAW1NG ARE ONLY APPUC4MF TO CENO IC MIND LCWO CMRrS BAS© ON ASC.E: 7-88 SECTION 6. REOUFROJEIVIS FOR A FASTEST WIND SFEW OF TTO m_p_A_ d: 7.05 AIPORMAC-_ FAC70R SPECFV VMV LOADS A"RKED OR WW LK;HTED ON 77BS GENERIC CHART Br 71$ CONTRACTOR FOR AN SPECArC JOB. AT THE TALE FOR AFPLOC FOR A PERMIT, AALD DETERAMED BASED ON AN SPECA'7C AIF.AN ROOF HEIGHT. *%VD DGMSURE: AS WELL AS EDGE: EAID OR B rDWR ZoW_ H4V£ Nor BEEN ANALYM9 BY THIS ZW=VER NOR a" ATE BOW Cou rJED BY ims D4GYrkm SHOLg17. THIS COMMON NOT T70E ACCEPTABLE BY THE BUILDINC OFFX14L, THEN THIS SIGNED AND SEAT W 42'ACJ IC *WO C FPRf SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECJf7C DESCN Wb1O LOADS ARE REOUIRED TO BE CE? TW" BY A PHDFESSJONAL ENGINEERR, ASCE 7- 88107ND LOAD SCHEDULES DADE CDINITY AS POW Snul' $/IT/Y5 F BMW JlA7tws' � 9[tT 7 lr f 14.J80- (107AL W101tt T • 1.050' _ 1.230- _ ►.050" 400 2 1.4pJ - ?.041" 1.400- 1..041' 1.400" h� -- I n � h 20 DACE O Coly. STM 0 n; n l 12.000" (Err£CTIV£ WDN 10 PANEL pA%%j TnhiENE E ACCUrANCE No. SCALE 3/8" = 1 " (3) / S70 DATE ,I, R. ?.157 O 094" ° R. 0. h 093" R. O. 250" L- 2.125 F 22:57 O R. O. • 7SA- -_09J" l H h •'1 t`i �J l3) � FULL R. HEADER 075- .450,- j 90 , .010- 6 OD CQNTROLDIVISION (6005 -T5 ALUMINUA( ALLOY) g .250' -• 11• }-' INO (WE CowLIANCE OFFICE SCALE.- 112' 125" t -�' 1919 O.D. ry 1.750 010 Dr r } 210 I.D. h 90 v o 019 R� �, o o v 114' I S& SAID N t t h �i Rl1�lED 10 ANCLE O 12' a G L- ►� o 09.1- R. SEE L- 1.250- L--•.250- DETAEL 1 ® "T" TRACK 05 WEDGE PIN (1 " LONG) SCALE. • 112" = 1 " (6005 -T5 ALUMINUM ALLOY) SCALE. • 112" = 1" 3" CONCRETE ANCHORS (S£f SCHEDULE J- FMo.,� Mfo.. 1 L OC,:uaC Pli: S 0 6- 0. C. L_J - ---- CONCRETE ANCHORS (SEE SCtiCDuL£ -J J Ato.. 6tH.. STORM PANEL ELEVATION SCALE 1 112" = 1' -0" 1/4- Ado.. CAP- -I ►.- SECTION Lam--- 2.000 --- -4 © ANGLE WITH STUD -i x•-.125' F t. r�3 03 HEADER (6005 -T5 ALUMINUM ALLOY) SCALE: 112" = 1" 0 O 125" Typ. 07 CHANNEL SCALE. 112' = 1 " �•--2" Mox.� 114 - o S. S. STU? 750 . RNrT£0 r0 ANGLE I & 12- 0. C. °o a; SEE o DETiVL 1 ,- . ►z5 _-1 l_... Typ. 9U CHANNEL WITH STUD .SCALE.- 112" = 1 " 0 II h � H 1,000'- 2" x 4" (Max.) x SCALE.* 112" _ �n N H CENERAL NOTES: 1. STORM PANEL HAS BEEN DESICNED IN ACCORDANCE WW DC DADE COUNTY. 1994 £LXTION OF THE SOUTH flolwA aLgD(NC CODE. OEWN MIND LOADS StAU BE DEM?,VZN£D AS PER SECTION 5 Or ASCE 7 -88. WITH 110 m.p.h. BASK WWD SPrED. _ _ _ WliN S 2J 2J /14RarmrNELY OF THEE ABOVE YEMIONED CDOEAsPER AminICAN lESr LAB REPCYIT / oa22.01 -96R. 2 ALL ST T.0 SW U METAL AANflS AND BE C -6 RAL OOVAiJTY Asm A-65J. CRADE 30. DESICMnONt J. ALL ALLumm E.Y/RUSIONS SKAu BE' 606J -T6 ALLOY uAuss onoWSE NOTED. 4. At SCREWS M BE STAINLESS STEEL 304 OR J16 SERIES I BOLTS M BE 2 024 -r4 ALUMINUM ALLOY CALVAWED OR SLWILLSS STEEL. mm J6 Mvf )JWWUM YIELD PolNr. 4 ANCHORS TD WALL SMALL BE AS FOLLOWS: (UNLESS OTHERWISE SOTEO) (A) 70 0WTWC POLWED CONCREM - 114' 1 TAPCON ANCHORS AS MANUFACTURED BY LT.WW, PAUS T OR ELCO MOUSMAM - 114' 1 BAWL 2AULAC NAILIN ANCHORS AS uviuFACT1Aw BY /HE RAMt PLUG COm~.. INC - 114-A x 718' BAWL CALK -IN ANCHORS OR ELCO moM # rrnofs 'FANELMNTE" AS MANUFACTURED BY 7H£ RAWL PLUG COMPANY AND ELCO INL snit= RESPECINar A0 SWUM EMBEDMENT WTO POURED CONCRETE' Or WCON ANCHORS LS 1 J11 . fOR AUNC ~ IS 1 JIS-- & FOR ELCO PANELAIAMS 6 1 7/0 A?) 7/8' RAWL CXK -IN ANCHORS Stall BE EMTREI.Y E]t nxw wo INf POURED CONCR r. NO DdamU£NT INTO STUCCO Stall Be PERMITTED. 114- 1-20 SCREWS USED .HALL BE 1 1/2' LONG AMWULW SHmAD SnXW a7Sr. AND I- A9MMUMf FOR WALLS MTH No STUCCO. AJ) IN CASE rtAT PRE•G STONE PRECAST CC cRrm PAmas. OR PAYERS BE roL"wD ON R E EXISTING WALL OR TLOOtl; ANCHORS SHALL BE LONG ENOUCH TO REACH THE MAIN STREX7 BEMNO SUCH PANELS. ANCHORAGE STALL BE AS INDOCATED ON NOTES A 1) t A2) ABOVE (B) M 172S71NC CONCRETE BLOCK WALL - 114' I TAPCON ANCHORS AS AMWWACTUR0 BY LT.W. RAUMT OR ELOO WDUSTRIM - I14' a RAM ZU AC MOAN ANCHORS AS MANUFACnAW BY THE RAWL PLUC COMPANY. WC V' 1 x 7/8 RAWL CALK -W ANcHoRS OR ELCO malls A t ak •PANf1JATE- AS MANUFACTURED BY 1}B RUYL tYUG CO AND £LCO MAY-47PAM RESPECTNELY. MOTES: 8.1), MRM1404 EMBCXJEMT OF TAPCON AWJMS. RAMC AUTAC tWILIN & ELCO PANELMATE INTO THE CLWCREZE BLOCK UWT STALL BE 1 114 B.2) 7 BAWL C11AL -N AtKhaas sHAlt BE DVTERRY EMBEDDED 9JT0 THE CONCRETE BLOCK UHT. hb EMBEDMENT WTO STUCCO SHALL BE PERA4IRM 114' 0 -20 SCREWS IIS£O SHALL BE 1 1/2- LOAC MIMI" SHOULD STL,CCD DOSr. AND 1- McN1MlB1 FOR MALLS WTH NO 57LCCO. _ QJ) N CASE ru4r PRECAST STONE OR PRECAST CONCRETE PANELS ar fOUNO ON DNE EXISTWC MALL. ANCHORS SHALL BE LONG 04WCH TO RC4CN THE MAN SnWXn C BEHIND SUCH HV.!•ZS. ANCHORALE SHALL BE 1 ► 14' MINIMUM MR ANCHORS MO ONFD IN B. 1). Q 716' FOR ANCHORS MENWD N B2). (C) OF NCHORSA sB OMNG ALL OF nC RECOLIMENDADONS AND SPEL^MrtGI1XXNS 7. PANELS WRH LFWnd OVER 9' -4' SHALL BE BOLTED W/ 114' 1 -20 BOLT AND *WNUT AT OVERLAP AND AMOLDO1GM Q � � W / � • T M�i SHOW ON SECnoms PiEE T Df � (- v T�7 v &- ) owrPr rmr HGAuNs �S or U 9. IT SHALL AE THE RESPONSrBfiffr OF rur CONTRACTLW TO VCR" THE SOUNDNESS OF THE STRUCTURE WHM SHUTTER IS TO BE ATTACHED TO &SURE PROPER ANCHORAGE D9S SHUTTER SMALL ONLY BE 10. �TD CoAcmTE BLOCK OR WOOD FRAME B FLaNr•S AAMIfACTURERS STICKER SHALL BE PLACED ON INE EXPOSED SURrAC£ OF IHE CENTER FIANCE O� EMERY PANEL APPROXIMATELY 4' ABOVE ME BOTTOM OF SUCH PANEL Sr1CXER M44LL READ AS FOLLOWS ALLrAS hvRR,C.NE SHUTTERS CPA LOON. fL OADE COUN/Y PRODUCr CONTROL APPROVED. c •--� �-- 061" a --f ir-- -.09r" q h � M L -� APP80V0 AS CLIMPLYING wvm TNL _ SOUIN RORMA 811;; It G CUUE °j QAIE RNt.A F BY 063 -_. t '--. J875" PNuJi3it Ci1:LT. • !, iiV..`A G:T -'� �•, ?5" GU'( ^I'�tG CUUE C011P � c COMPONENTS .12t,':" ANGLE 1" / - -f-/ DETAIL 1: STUD W/ WING NUT SCALE.• Z I L �Oi TILLJT T X3' MW t ENWHEDWNG C064PANY 431! xr. Jt R 57.. JIr HYCfaA u�Dtl, n lJrtt ttwr.. :a(JRl1a71- tl.xr. fo : (Jm 11 -tlJf Witt rm A ruff Jr.. P. £. ltOR04 Lk. 44167 Wilit- . OFFICE .cc�rr,TCeE r�a.�.� =09� S_p•� 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2J41 AIJ BABA AVENUE OPA- LOCKA. FLORIDA JJOJ4 DObYTIOr «d Doc ,1-140 DADE COUNTY AS SHOWN " SCALE 8/24/98 DArr 98 - 210 DRAWING Na K701<lldf MR SHEET I or 8 SCALE. • 112" = 1' .4J8- , .188 I N ao ^ h h 'o I R.062" .J25- ® TRACK SCALE. 112" = 1 " -i x•-.125' F t. r�3 03 HEADER (6005 -T5 ALUMINUM ALLOY) SCALE: 112" = 1" 0 O 125" Typ. 07 CHANNEL SCALE. 112' = 1 " �•--2" Mox.� 114 - o S. S. STU? 750 . RNrT£0 r0 ANGLE I & 12- 0. C. °o a; SEE o DETiVL 1 ,- . ►z5 _-1 l_... Typ. 9U CHANNEL WITH STUD .SCALE.- 112" = 1 " 0 II h � H 1,000'- 2" x 4" (Max.) x SCALE.* 112" _ �n N H CENERAL NOTES: 1. STORM PANEL HAS BEEN DESICNED IN ACCORDANCE WW DC DADE COUNTY. 1994 £LXTION OF THE SOUTH flolwA aLgD(NC CODE. OEWN MIND LOADS StAU BE DEM?,VZN£D AS PER SECTION 5 Or ASCE 7 -88. WITH 110 m.p.h. BASK WWD SPrED. _ _ _ WliN S 2J 2J /14RarmrNELY OF THEE ABOVE YEMIONED CDOEAsPER AminICAN lESr LAB REPCYIT / oa22.01 -96R. 2 ALL ST T.0 SW U METAL AANflS AND BE C -6 RAL OOVAiJTY Asm A-65J. CRADE 30. DESICMnONt J. ALL ALLumm E.Y/RUSIONS SKAu BE' 606J -T6 ALLOY uAuss onoWSE NOTED. 4. At SCREWS M BE STAINLESS STEEL 304 OR J16 SERIES I BOLTS M BE 2 024 -r4 ALUMINUM ALLOY CALVAWED OR SLWILLSS STEEL. mm J6 Mvf )JWWUM YIELD PolNr. 4 ANCHORS TD WALL SMALL BE AS FOLLOWS: (UNLESS OTHERWISE SOTEO) (A) 70 0WTWC POLWED CONCREM - 114' 1 TAPCON ANCHORS AS MANUFACTURED BY LT.WW, PAUS T OR ELCO MOUSMAM - 114' 1 BAWL 2AULAC NAILIN ANCHORS AS uviuFACT1Aw BY /HE RAMt PLUG COm~.. INC - 114-A x 718' BAWL CALK -IN ANCHORS OR ELCO moM # rrnofs 'FANELMNTE" AS MANUFACTURED BY 7H£ RAWL PLUG COMPANY AND ELCO INL snit= RESPECINar A0 SWUM EMBEDMENT WTO POURED CONCRETE' Or WCON ANCHORS LS 1 J11 . fOR AUNC ~ IS 1 JIS-- & FOR ELCO PANELAIAMS 6 1 7/0 A?) 7/8' RAWL CXK -IN ANCHORS Stall BE EMTREI.Y E]t nxw wo INf POURED CONCR r. NO DdamU£NT INTO STUCCO Stall Be PERMITTED. 114- 1-20 SCREWS USED .HALL BE 1 1/2' LONG AMWULW SHmAD SnXW a7Sr. AND I- A9MMUMf FOR WALLS MTH No STUCCO. AJ) IN CASE rtAT PRE•G STONE PRECAST CC cRrm PAmas. OR PAYERS BE roL"wD ON R E EXISTING WALL OR TLOOtl; ANCHORS SHALL BE LONG ENOUCH TO REACH THE MAIN STREX7 BEMNO SUCH PANELS. ANCHORAGE STALL BE AS INDOCATED ON NOTES A 1) t A2) ABOVE (B) M 172S71NC CONCRETE BLOCK WALL - 114' I TAPCON ANCHORS AS AMWWACTUR0 BY LT.W. RAUMT OR ELOO WDUSTRIM - I14' a RAM ZU AC MOAN ANCHORS AS MANUFACnAW BY THE RAWL PLUC COMPANY. WC V' 1 x 7/8 RAWL CALK -W ANcHoRS OR ELCO malls A t ak •PANf1JATE- AS MANUFACTURED BY 1}B RUYL tYUG CO AND £LCO MAY-47PAM RESPECTNELY. MOTES: 8.1), MRM1404 EMBCXJEMT OF TAPCON AWJMS. RAMC AUTAC tWILIN & ELCO PANELMATE INTO THE CLWCREZE BLOCK UWT STALL BE 1 114 B.2) 7 BAWL C11AL -N AtKhaas sHAlt BE DVTERRY EMBEDDED 9JT0 THE CONCRETE BLOCK UHT. hb EMBEDMENT WTO STUCCO SHALL BE PERA4IRM 114' 0 -20 SCREWS IIS£O SHALL BE 1 1/2- LOAC MIMI" SHOULD STL,CCD DOSr. AND 1- McN1MlB1 FOR MALLS WTH NO 57LCCO. _ QJ) N CASE ru4r PRECAST STONE OR PRECAST CONCRETE PANELS ar fOUNO ON DNE EXISTWC MALL. ANCHORS SHALL BE LONG 04WCH TO RC4CN THE MAN SnWXn C BEHIND SUCH HV.!•ZS. ANCHORALE SHALL BE 1 ► 14' MINIMUM MR ANCHORS MO ONFD IN B. 1). Q 716' FOR ANCHORS MENWD N B2). (C) OF NCHORSA sB OMNG ALL OF nC RECOLIMENDADONS AND SPEL^MrtGI1XXNS 7. PANELS WRH LFWnd OVER 9' -4' SHALL BE BOLTED W/ 114' 1 -20 BOLT AND *WNUT AT OVERLAP AND AMOLDO1GM Q � � W / � • T M�i SHOW ON SECnoms PiEE T Df � (- v T�7 v &- ) owrPr rmr HGAuNs �S or U 9. IT SHALL AE THE RESPONSrBfiffr OF rur CONTRACTLW TO VCR" THE SOUNDNESS OF THE STRUCTURE WHM SHUTTER IS TO BE ATTACHED TO &SURE PROPER ANCHORAGE D9S SHUTTER SMALL ONLY BE 10. �TD CoAcmTE BLOCK OR WOOD FRAME B FLaNr•S AAMIfACTURERS STICKER SHALL BE PLACED ON INE EXPOSED SURrAC£ OF IHE CENTER FIANCE O� EMERY PANEL APPROXIMATELY 4' ABOVE ME BOTTOM OF SUCH PANEL Sr1CXER M44LL READ AS FOLLOWS ALLrAS hvRR,C.NE SHUTTERS CPA LOON. fL OADE COUN/Y PRODUCr CONTROL APPROVED. c •--� �-- 061" a --f ir-- -.09r" q h � M L -� APP80V0 AS CLIMPLYING wvm TNL _ SOUIN RORMA 811;; It G CUUE °j QAIE RNt.A F BY 063 -_. t '--. J875" PNuJi3it Ci1:LT. • !, iiV..`A G:T -'� �•, ?5" GU'( ^I'�tG CUUE C011P � c COMPONENTS .12t,':" ANGLE 1" / - -f-/ DETAIL 1: STUD W/ WING NUT SCALE.• Z I L �Oi TILLJT T X3' MW t ENWHEDWNG C064PANY 431! xr. Jt R 57.. JIr HYCfaA u�Dtl, n lJrtt ttwr.. :a(JRl1a71- tl.xr. fo : (Jm 11 -tlJf Witt rm A ruff Jr.. P. £. ltOR04 Lk. 44167 Wilit- . OFFICE .cc�rr,TCeE r�a.�.� =09� S_p•� 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2J41 AIJ BABA AVENUE OPA- LOCKA. FLORIDA JJOJ4 DObYTIOr «d Doc ,1-140 DADE COUNTY AS SHOWN " SCALE 8/24/98 DArr 98 - 210 DRAWING Na K701<lldf MR SHEET I or 8 t� 1 ' r CONCRftC ANCHg4S COwCRnC CONCRf7C CONCR[Tf cant. COAL rI Ai/CMOR$ RAIrL CALK -a OR CLI ANCHORS (SEC SCH[DULE) (SIC W.'C00(t) (SCE SCHEDULE) mok/temwre ?'AN[LAIA7C' (SEC SCHCOLKC) — (SEC SCNtOUIf) t /C' 9 S S. POURED CONCRETE ?RS $ uAC1+wE BOL t tr/ NUT RfOUtR[D its wASHCR O 6 0. C C. D. POURED — --} ' POURED — --� " — I POURED t- a POURED C*<RCTE E�Ct? RRoU(R Df —� OR CONCOCT[ I RRrowRca BLOCK WALL I \\A ; I 3 ► ' 1 y J Ca1L 1 CO+nt. I 1 Cant. I 1 1 1 1 I I 1 1 I (CE SHEou£) I I I - 1 -- -(SEE SCHEDULE (scc scHEOUE) (SEC SCHfDULC) y ! l 1 I rOR Ln. SEPARAaON `s' ' rDR Yn 1 MR Llrn. 1 .Z MR AL S• WADOW OR S C. 0. A. ; I TO EXIS71KC CLASS Or I 1 1 I SEPARATION ; I 2 SEPARATION S' , Z I SCPARA RON •S" , TO CXISUM CLASS I7 Of WNDOW OR S I 1 - I I Ol sJ0OW OR GLASS Or I ; I INNDOW OR S. G. D. ' I s C. 0. I ' I G. ; 1 I ! (sff SCHEOULI) I ; I I I / 1 I .1 1 l ; I rOR u•-. 1 a ISCAARATION -S" TO , E± c , EXISTING CLASS 1 3 POURED 1 I Or WINDOW OR I 1 I I 1 COK'RCTC W ; { 1 S C. D. I , 1 W+ CONCRE7C 1 ' wwC NUT a p 1 1 c I 1 7/8' r J /J2 POURED C +CR{7E 1 BLOCK WALL I I ; E%,FRY STUD POURED Ii t POURED t; ; INN[ NUT O � WWLC i REOCNRED ' _ _ _ I Con(. I 1 O 12" O. G COAeCREif I ' CONCRETE 1 CWRY STUD RfotAZFO C _ _ I 6 1 ' OR CONCRE7E O 12' 0. C. BLOCKWALL E I ; BtOCX WALL 1 c _— , I AtIrRNATC tr RCOUlRf0 REWIRED �{ I APPLICA&E 1 C 1 1 1 DANE CKK -a OR £LCD nwte /ler,wte pAhFLw rr- COACRE7C % Cont. 7�7,1 114 CONCRCTf CONCRETE (SEC St HEDUL£) (SCµ[ OHEO[/LCJ _'_CONCREIt ANCHORS ANCHORS POURED CONCOCT£ ANCHORS (SEC SCHCOULC) (SCC SCHCOW 8 Cont. SECTION ® ANCHOR RCOUtREO 1' (SEE SCHCOULC) 6 —� £. 0. cant. 1 1 SECTION ® ANCHOR )PALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION i I FLOOR /CEILING MOUNTING SECTION 2 SCALE: J/8 - = t " (D. M.) — SECTION 3 i INSTALLATION — SECTION 5 t (src scrrraULc) ` I SCALE: J 18' - 1 " I SCALE. J 18" - 1 " I StPARAVON I70 cXw"Do OR ; PRODUCT RENEWED Or wGlap0 OR POUREO 1 s�D. 1 5 eO-0 /Z ; I � AIOCE:lTilA1C'ENo, O • 04 °�Tf • s- o. C. � APPROVED AS CUMPLyiPIC 'NiTH III[ / 1 1'!ON DA1� � 72 � R£owREO r SOUTH fLOZIUA BUILDING COd1E I 1 C. 0. - EDCC DISTANCE _ ' (SEC SCHEDULE ON `/2 DATA N`�. �.0I9.�C Cant. By ' I SHEETS 5 dt 6 O� B) t /4" -?p S S uACHINE I ILaDLL. CGP:ITT1 U:v l r PRO CONTROL DIVISION Bcx t w/ 7 /e" • . J /J?" 1 r £ ' n 7/8' J /J 2' a lk=INO CODE COWLIANCE OFCE 7 wwc NuT o 6- D. c CO RtC WNC NUT O Cow(. Bui.1j;i11i Cl;.* CUMI'! P•i t OIIICE C f EVERY 5700 &OCJ( W1 ` I O rZ" O. C. SECTION a uACHINE ear =�_ t BUILD—OUT INSTALLATION — SECTION 4 / NOTC fOR COM81NATION OF SECTIONS SCALE.. J18 = I DADS COUNTY S WALL/nOOR/C£ILINC AlOUNTINC SECTIONS CAN BE AS SHOI.N COURINfD 1N ANY WAY To SUIT ANY WSTALLATION. 20 GAGE STEEL STORM PANEL SEAL f 8/24/94 SECTION ® STUD DATE /-TILIECO >I Na. ALUFAB HURRICANE SHUTTERS, Inc. WALL. MOUNT. INSTALL. — SECTION 1 nuir rEsTHVG r ENC7KEZ7PtNC coifflXY 2 -4t J(A 8t00 A4JJ0 98 -- 210 2 t� 05" M.W. 7sr, p .. r> ++F+Gy4A o6 n tl,e OPA- COCKA, r10R10A JJ034 SCAtf: J /8_ � 7. _ ab••. • 170f��-��%0 DrPAw /hIC Na ,f ALL/ wALTfR A. T,LLR /r•. P. [, r 40 P+C W -tea Ip./V r SHEET 2 Or 4 JJJ fIGY/tfyr L:C. 44167 r A C0MCRfrf AHCHCRS (SfL SCHCOtACCj POURED COtW Clr R[OVRC0 WALL MOUNT. INSTALL. — SECTION 7 rOR Un. SEPARATION I "S' C; ^ W 2 �_ (Srf SCHEDUL E) MR UIf. SrPARATIoN I's' 10 EXIS 14C CLASS l or MNOOW OR S G 0. I C; cwt. w W PWRCD CONCRfTC OR COAL -RITE BLOCK rAtt RCOVwCD CONCRETE ANCHORS (SE£ Sewour) PouacO coNcRCrE OR COMCRrTC BLOCK WALL RECtAaro 7 1e' . , 31J1- — rfNC NUT O 17" 0. C Cont. /1 /s- 0 - 20 S S: MACNMC BLYT W/ NEW & WASHER O 6- 0. C. 1F. SECTION ® ANCHOR n 3 Cont. 1 Conf. W 4 A 1 a comer. � J CONCRETE AAC 14ORS (SEC SCHCOGLC) POUWD COA/C'RErC RCOLARCO O \ V 1 ! (SET sc mmut r) rOR lr,. SEPURAIVN S' TO CY157AW CLASS or *INDOW OR 1c.D. I POLA4E0 ,,; CowRrTC OR CONCRETE' BLOCK WALL RCOURfD CONCRar AAC'H0R$ --f (SEE X$CO(A£) h� 4 Co.x. O 17' O. C. RAWL CALK -W OR FLCO - - 04 /tO.n04 'PANCL NATt " (SEE SCHEDULE) POURED CONCRETE OR CONCRCTC 1 BLOCK WALL REOUIRCO o I-- (sEr wwout£) MR min. SEPARATION S' TO I £XlSTWG CLASS or 1 w-ww OR S. C 0. I sC---1 I AtTERNATC tr APPUCAetr I A U:L— I POURED C'ONr WYC I I RCWIPCp —� (_jrj �-- ME scHroutr) r WALL /FLOOR MOUNTING INSTALLATION — SECTION • SCALE. 3/B _ - ) ' WALL MOUNT. INSTALL. — SECTION 7 rOR Un. SEPARATION I "S' 1 ^ W 2 10 EXIS INC CLASS I of "Cow oa S. C. Co./. 1 W 1 H �( � 1 1 1 1 1 �- � � C 1 1 1 = cunt. J/J7' W i .Wa E. D. — EDGE DISTANCE 1 i AL TERNATCI APPLICABtf (SEE SCHEDULE ON O 6' O. C ' 4 4 Co.x. O 17' O. C. RAWL CALK -W OR FLCO - - 04 /tO.n04 'PANCL NATt " (SEE SCHEDULE) POURED CONCRETE OR CONCRCTC 1 BLOCK WALL REOUIRCO o I-- (sEr wwout£) MR min. SEPARATION S' TO I £XlSTWG CLASS or 1 w-ww OR S. C 0. I sC---1 I AtTERNATC tr APPUCAetr I A U:L— I POURED C'ONr WYC I I RCWIPCp —� (_jrj �-- ME scHroutr) r WALL /FLOOR MOUNTING INSTALLATION — SECTION • SCALE. 3/B _ - ) ' WALL MOUNT. INSTALL. — SECTION 7 rOR Un. SEPARATION I "S' 1 ^ W 1 10 EXIS INC CLASS I of "Cow oa S. C. SCPA/L UGN S' TO 1 CYISTfNC CLASS or 1 SCALE: 3 /B" - f' 1 1 1 �( � 1 1 1 1 1 �- � � 1 1 1 1 1 = cunt. J/J7' W i .Wa E. D. — EDGE DISTANCE 1 i AL TERNATCI APPLICABtf (SEE SCHEDULE ON O 6' O. C ' 4 SH££TS 5 d< 6 OF 8) O W � , NOTE FOR COMBINATION OF SECTIONS . 9 cO"t WALL /rLOOR/C£IUNC A10UNTINC SECTIONS CAN B£ COA181N£D IN ANY WAY TO SUIT ANY INSTALLATION. OCUT END PANFL OR F CONC»CT CONCRCTC DOCK WALL ij RfWfR£0 1 1 1 i CONCRCTE ANCHORS 1 � O 17' O. C 1 1 1 7- r I' r.,1215' 1105 -Hft OR 6063 -r6 ALLOY 1 1 ^ Cont. Akm. ANCtf p 1 I CASE A (Plan) 1 1 1 -20 PRODUCT SE E £O CoNCYCE 0 r r ?•Air 7/8' • 'r J 1J7' •7tiC NUT O HCRCTt BLOCK WALL r4p OvrRtAP Si AME"ANM j�p 40 - �%/ 2(� Q WIPED \ 1 Ar rH£ f/IDSPAN, ` E 110N DAIM 17 ZOO 1 CONCRCTF E. 0. ANCHORS (SEE SCfDULr) SECTION ® ANCHOR y U �O�j 'O,T12UL DIMS !I 1:gRl_' L'YG CCNJE C0114PLIA,YCE OFF E N 90' c L c tJS ii 20 C3J / Powro Cot'CRCTE OR CONCRETE BLOCU WALL E. 0. REW#PCD CONC'RFTC ANCHORS O 1?' O. C \ F- 2.000' AN.. 1 r?r 1 r WALL /FLOOR MOUNTING INSTALLATION — SECTION • SCALE. 3/B _ - ) ' L- (SEC SCH£oUtt) 1 i I 1 rOR Ar ^• 1 1 I SCPA/L UGN S' TO 1 CYISTfNC CLASS or 1 '- 1 WAIOON OR I G. A 1 I - 1 1 1 1 J/J7' W ,q rw uo I f 1 3 AL TERNATCI APPLICABtf I O 6' O. C ' POURED CONCRtlr RCOUIRCO SECTION 0 STUD e t2- O. C JIo5 -Hft OR "J -Tr! ALLOY WIJACKNUr Cont. A&-. ANCLE OR 86 GALS CoN, STEEL AAGU CASE B (Plan) SCALE. 114- - 1- END CLOSURES DETAILS f. "ALTERNATE L£C LOCATXW ?• . ?' r .05s• TO 7" r 5' r .055- Cont. A An. ANCL E OR 080' 3105 -HISI SHCET AWTAL MM m. SEW PLATE OR 18 CAGE CoN. STCCL AACt£ CASE C (Plan) SCALE. 114 ' - I - APPROVED AS COMPLYING WITII TIIE SOUTH FLORIDA BUILDING CODE ;;2_L� PRODUCT COJMOL UIV!S:ON BUILDING CODE COMPLIANCE OfFICE ACCEPTANCE 20 GAGE STEEL STORM PANEL SECTION ® STUD BUILD —OUT INSTALLATION — SECTION 6 SCALC. J /B- - 1' i� - _ 2d WALL /FLOOR MOUNTING INSTALLATION — SECTION • SCALE. 3/B _ - ) ' 8 L E C O 1 p AII . rkur Trs me t rmamt£SRtNO co&&Amy 615#1 K W , M144 A-*- • !JO!)+'r -'�30 . fw : f n -IS)r WAt TLrR A. rift IT J... P. t, rL ORIOA Lk. 44167 AL UFAB HURRICANE SHUTTERS, Inc. OP JtocKA rtopot Jim - ,1., .� acars+ro. b. a ar: +. 6[>,o..•Ir kn I I 0'0 O-C o0-J00 6/74/9 6 , I - DAOf COUNTY AS SHOWN SCALC e /7. /s8 DArt 98 — 210 ORA "No No sHEtr 3 or e CONCRETE ANCHORS (SEE scHrour) POURED d)A RETE \ OR CONCRETE 9L OCK WA L REOUIRED --\ coat. �n 0 ti �O POURED CONCRETE OR CONCRETE at OCX WAt L RrOU1R(D W h ALTERNATIVE 1 SPLJT PANEL MOUNTING INSTALLATION — SECTION 9 SCALE. 3/8- = 1- NOTE : FLOOR 4t C£KING LOL1Nr /NSTALLATICAtS SHOW. rOR Dlrr£RENT LOUNTINC INSTALLATIONS S£r TYPICAL SECTIONS ON SI/£ET 2 & 3 or 8. CONCRETr ANCHORS (SEE SCHEOUL£) POURCO 7-, CONCREr£ R£OU1RE D w \ I (Sr£ ScHr0UL r) FOR Wn. S£PARATJON 'V- 110 r"STAG CLASS or w1moow OR I S. C. 0. 6 " h� i t / Cont o � W 2 w CoAl. roust TO Typ. SrCRON 9 ALTERNATIVE 2 (TOP) 2 a 3 1 HORIZONTAL TUBE EDGE Or ExlsnNG WAtt (2) 31,3' • THRU 9a rS W/ WASHER d• NUT 2' r 4 OR 2 r 6 r .125' NORIZONrAI TUB£ uULUON (6063 —T6 ALLOY) 2- r 2' r 114' r 0' -6' Alum. ANGLE (6o63-r6 ALLOY) (Typ. TOP & gorrou) J 18' 0 KWIK SOL r ACHOR W/ 2 112' Wo. PENETRATJOH INTO CONCRETE OR CROUr nL1rD BLOCK MULLION CONNECTION TO WALL SCALE. 1/4 " = T - MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION m"Imum DESIGN L DAD 'W' (p.4.r) TOTAL MOUNTING HEIGHT H" s 10' -0' 10'< H <12' 12'< H <14' 14'< H <16 40 7' -7" 7' -2" 6' -10' 6 =6" 10' -8" 10'-1- 9' -7' 9' -2' 50 7' -1' 6' -8" 6' -4" 6' -0" 9'- t 1 " 9' =4' 60 6' -8" 6' -3" 5' -11 " 5 " -8' 9' -4' 8' -10" 8' -4' 8' -0- 56 6'-4 " 5'- t f ' S' -8' 5' -5 " F-8-- 10 8--4- 7' -1 t " 7'- 7" £. D. = £OCE DISTANCE (5EE SCHEDULE ON SH££T 5 & 6 Or 8) Ir4' TUB£ x6 TUBE U£ASUR£O TO CENTER LINE Or ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE ON FACE MOUNT N. T. S. MAXIMUM DESIGN PRESSURE RATING '7Y" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 1" SCHEDULE J If fyA i 2� t a HAX6IUm Drsr -m PRESSURE RATING Wov PANEL LENGTH L (It.) ulNiuf111 SEPARATION PANEL W (p.s.f.) (SEE Sf C710NS) TO GLASS CONDITION ;55.5. -66.0 9' -0' OR LESS 2 3/4" UNBOLTED +35.0. -55.0 >9' -O" TO 12' -8' 2 518' BOLTED +68.0. -72.0 6' -0" OR LESS 2" UNBOLTED '• • BOLTED W/ 114' 6-20 S S M. S. & WNCNUT AT OI/ERLAP 4k ,VIOLENGTH Or PANEL. •+ VALID ONLY FOR SECTIONS 1, 2, 3 Cr 7. SHEETS 2 do 3 Or B. PRODUCT ItENEWED ACCm.TANCE No. OO -' 012 ? • O c EXP 110 DATE 003 Dy PRODU 'CINTROL DIVISION I3UU.DLNG CODE C .WLIMCE OFFICE "I'llool E C 0 rxur Trsrl¢¢Nc}�Lyr ))rm.'JNrERO+O cowP.wr 095 At� fJOf)171 -tSJO. l�ru(C.�ATItlM JJt4d WA(TrR A. RLLJT Jr.. P E. rI optoA t <. 4447 (:7 APPROVED AS COMPLYING WITH THE SOUTH FLOR'.OA BUILDING CODE DATE :S"AN ft9- BY -17- PR000CT CONT i L DIU; ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. ol q-O L *5 • 03 DAD£ COUNTY 20 GAGE STEEL STORM PANEL AS scAC r JE 812419E ALUFAB HURRICANE SHUTTERS, Inc. DA's 23,(t AU SABA AVCHUC n p — 210 OPA- tOCKA. nORJOA 1303+ 9 DRAWI G Ne tr, rY K!>v�Oi MY KK r KAr1i.I Ml[ ao o•c 94 -Teo 4"74/9 I 1 smat 4 or E y MAXIMUM DESIGN PRESSURE RATING "W" (P.S.t.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES I £. 0. - EDGE DISTANCE UAkmuv DESIGN LOAD W rp•9•�) MAXWULI ANCHORS SPACINC FOR r. O. - J 112- •• APPLICABLE TO SECTIONS / & ANY COU&NATION IOF THEN MAXIMLILf PANEL LENGTH L" (ft.) TAPCONS PAK ZAAIAC AWLIN RAWL CALK -IN PANEL TO CONCRCTL TO LWSONRY 70 CONCRfT£ TO LtASONRY 10 CONCRETE TO AA4SONRY 10 CONCRETE TO UASOWRY +55.5. -66.0 12 N/A 12 N/A 12 N/A 12 N/A 1 (TOP) ' 8' -0' OR LESS 12" 9" 12" r 1 " 12" 12 12" 12" 1 1(BOTTOM) 12 " N/A . 12' N/A 12' N/A 12' N/A 12 (TOP) 12" 9" 12" I 1 " 12" 12" 12" 12" 2 •(BOTTOAd) N/A N/A N/A N/A 12" 12 12" 12 1 (TOP /B0T70.t.!) 6 N/A 6 N/A 6 N/A 6 N/A !4 (TOP) 6" 6" 6- 6" 6' 6" 6" 6" 4 (BOTTOA.!) 6" N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 12' N/A 8 112" N/A 12" N/A 7" N/A 5'(BOTTOM) 6" N/A 6" N/A 6' N/A 6" N/A (TOP) 6- 6" 6- 6" 6" 6" 6- 6" 6)(00 TTOAA) 11 N/A 12 N/A 12' N/A 12 N/A j7 (TOP) 8' 6" 8- 7' 8" 8- 8" 8" 7I (BOTTOM)l N/A N/A N/A N/A 12" 12' 12- 12' 16 (TOP) 12- N/A 8 1/2 " V/A 12" N/A 7" N/A 8 ' (SOTTOA.f) * S££ SHEET 7 & 8 OF 8 FOR ANCHORS TYPE $ SPACING FOR INSTALLATIONS INTO W000 FRAJU£ BUILDIAA;S * * AIAXLIfUM ANCHOR SPACINGS ARE VALID FOR J 112" EDGE DfSTANC£. FOR £. O. LESS THAN J 112 ; REDUCE ANCHOR SPACING BY LIULTIPLWIVC SPAC /VCS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (lin. £. D. FOR RAWL CALK -IN ANCHORS IS 2 112-). ACTUAL C. 0. FACTOR TAPCONIZA 4C MAltAY1 PANCLU+r£S RARE CA4,r -tl4 J' .86 .75 2 112" .71 .50 2' .50 - i I i PRODUCT RENEWED i ACCE 600- 012 e- 0� • PTANCE Na EXPIRATION DATE PRODUCCCON'17ROI. DIVISION BUIL.DeiG CODE COMPLIANCE OFFICE FE C O INS. nuir rrSr)NG t rNaWCrRLHQ COMPANY Or$ N W. "A' M 44 aMo+• • tjg le''_ JO. Ia.: (JP3Jdn_rSJr W. L rrR A. TIL L fT J,.. P. C. ricagu I:e 44167 APPROVED AS COMPLYING W;'fH THE SOUTH fLORIOA BUILDING CODE q DATE. 1:N�lIi f� - -LD III l BY PRODUCT CONald DIViS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 03 20 GAGE STEEL STORM PANEL ALUFAS HURRICANE SHUTTERS, Inc. 234f ALI SAGA A4{NLC OPA- LOC)CA. 11OR10A JJ054 aio. -rr. DAO£ COUNTY AS SHOWN SCAL L 8124194 DATE 98 - 210 ORA WMC No SHCLT 5 OF Q MAXIMUM DESIGN PRESSURE RATING A "W" (p.s.I.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * i £. O. - ! EDCE DISTANCE i MA"MU.tl DESIGN LOAD NA WIXIMUM ANCHORS SPACINC FOR E. O. - J 1/2' •' APPLICABLE TO SECTIONS / & ANY COMBINATION OF TWAI MAXlUULI PANEL trA TH 1 ( /1.) TAPCONS RAWL IAMAC NAILIN RAYA CALK -IN PANELUATES TO CONCRETE TO ,VASONRY 70 CONCR£TC TO L/aSOvRY TO CONCRETE TO MASONRY TO CONCR47C TO MASONRY 12- NIA 9 1 /2 " NIA 12' N/A 8 N/A 1 (TOP) 12" 8- 12- 9 112" f2- 11 112" 11" 11' 1 (80TTOU) 12- N/A 9 112 " N/A 12- VIA 8' N/A 2 (TOP) 12" 8" 12' 9 112 12" 11 112" 11" f!' 2 (BOTTOM) NIA N/A N/A N/A 12" 6 6 6- 3 (TOP /BOT70Af) 455.5. -66.0 6 NIA 6 N/A 6 NIA 6 N1A 4 (TOP) >8' -O' TO 9' -0" 6" 6" 6" 6" 6" 6" 6" 6" 4 (BOTTOM) 6' N/A 6' N/A 6" N/A 6" N/A 5 (TOP) It 112- N/A 7 112 N/A 12" N/A 6" NIA 5 (BOTTOM) 6" N/A 6" N/A 6" NIA 6' N/A 6 (TOP) 6" 6- 6" 6" 6" 6" 6" 6' 6 (80TTOA7) 12 NIA 9 112 NIA 12" NIA 8 " NIA 7 (TOP) 8" 5.5" 8- 6.5' 8" 7,5' 7.5" 7.5" 7 (80770A7) NIA NIA NIA N/A 12" 6" 6" 6" 8 (TOP) 11 112" NIA 7 112" N/A 12" NIA 6" N/A 8 (BOTTOM) - X35.0, -55.0 6 6" 6" 6 6" 6" 6 6" 8 (TOP) >9 " -0" TO 12' -8" _ 6 NIA 6" NIA 6" NIA S _ NIA 8 (807TON) - 68.0, —72.0 12- N/A 12- N/A 12" NIA 12' N/A I (TOP) 6* -0" OR LESS 12" 9" 11" If- 12" 12" 12" 12" 1 (BOTTOM) 12' N/A 12' N/A 12" NIA 12' NIA 2 (TOP) 12" 9- 12" W 12" 12" 12" 12" 2 (BOTTOM) NIA NIA NIA NIA 12" 12 12 12 3 (TOP180TTOM) 12- N/A I Z N/A 12" NIA 12 N/A 7 (TOP) 8" 6" e" 7" 8" 8' 8 8" 7 (BOTTOM) * SEE SHEET 7 do 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD rRA ME BUILDINGS * * MAXIMUM ANCHOR SPACINGS ARE VAL.NO FOR 3 I12' £OG£ DISTANCE. FOR E. D. LESS THAN J 112. REDUCE ANCHOR SPACING BY UULTIPLYWC SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NIn. E. D. rOR BAWL CALK -IN ANCHORS IS 2 1129. ACTUAL E. D. FACTOR TAPCY NIZAA"C NAILM/ PAN£LA"T£S RAWL CAJK_AV 3" .86 .75 ? 112" .71 .50 2" .50 - PRODUCT RENEWED AiCCBPTANcF. Na GQ TION DATE 13y PRODUCT CONTROL DIVISION BULl_DING CODE CON4PLIANCE 01-710E APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Sftt `, — By PRODUCT COPI( l DIV 0..1 BUILDING COOL COW-- ArICE On ICE ACCEPTANCE NO. 20 GAGE STEEL STORM PANEL I L E C a, ALUFAB HURRICANE SHUTTERS, Inc. TXUT UST1NO t DYGINCLRHIO CO"/ANY A-I A(I BABA 30 essj !cc sal It stAa 717. `•R7■.a s n ssl DPA- Lt7CKA FLORIDA ?A JJDSt -t7J0 -1711 b gIDrf9. Ml! WK • stMWIAW MII �J 2� W.KTTR A. TiLLIT it.. P t stn ac ►� -/ao s/7•/ s - rt OADE COUNTY AS SNOWx SCALE 8124/949 DA T£ 98 - 210 DRA%"k0 Xs JMTTT A Or a 114' t r J' LONG LAC SCREWS O d' O. C. If 1 27/J2' :/%n. PENETRATION 10 CYISTMVC WOOD NCADCR. UJ Conl. 1 4 ' / MACHWE MY W/ r- NtIT eF WASNCR 0 5- D. C. -(SC£ S£/+£OUtC) -- rOR AIn, S£PARAr1ON 'S' TO CYIS104C CLASS Or WwLOW OR S C. 0. 114' 6 r t 112 LAC SCRE1►S O 6- 0. C. j ALTERNATIVE 1 S K 6- 0. C. /1 7 S1 0. A L'I E'RNA TI VL•' 2 t ; ; ; W l X Carl. O 12' O. C NEW P. T. 2' - 6' Cont. w /(2) 1 /1- v 5- LAC SCRC*'S O EACH 57U0 (wowyDTH Or STUD, 2' Uin, NOWINAt) AND N/ 2" AC-. PCNEIR rov NITO CxlsralC STUD. 4) Cont. ot"O.0 1- s ♦- r 1,18' (UMVMUU) 6063 -Ts Alum, IL/BE (Coot.) (2) 114" e - 4' LAC SCRCwS O EACH STUD (AnOWtOtIt Or STUD) AND W/ 7' Min. PCNEIRAIDN INrc CXIS7INC SlUO. NOIC rC* L-I1VJbAfA?lQN Or SCC r7(7AIS: WALL AIpBNTV< SCCTDNS CAN BC COUBWCO W ANY MAY 10 SUET ANY INSTALLAIy'N, 0 24' 000 HCADER RCOuwo > (SEC SCHCD(Ar} -- rOQ Yfn. SEP4RAItOm -S' TO EYIVINC CLASS Or WINDOW OR S. G. 0. 112' LAC 5, 0. C. NEW P. T. 2- r 4' (M:n,) Cont. N/ 1 /4' 6 r S' LONG LAC SCREWS O 6' O. C. N 1 271J2- Yin, PENETRATION TO rA?STINC WOOD ME'AOCR. i coot. A7NC NVT O rvrRY STUD O 6" O. C STACC£RCD TO t /4- LAC SCREW [ O 1 Cant. NCw P. T. 2- r 6" Cont. W/ (2) 114' I r S LAC SCREWS O EACH STUD (A 01WOTH Or STUD, 2- Min, AMINAL) AND W/ 2' M✓l PCN[7RA70V N70 CY1S'TWC STUO. ALTERNATIVE 3 T 1/4' v r f t 12' LAC SCRCwS O 6' 0. C. 7/8' • r J /J2- WINC NUr O [4j'RY T' TRACK O 12 O. C Cont. �- NCw P. 1. 7 x 6 COW. w/ (2) 1/4 v r $' LAC SCREWS O EACH 5700 (AROMOT)i Or SIf10. 2- Lr-. NGWW+L) AND W/ 7- Min, PCN[TRA110N WrO CYISTWC STUD. ALTERNATI VE 7 NOTES S. WSTALLATIONS ARE ONLY VALID r0R BWLDIMCS W1rH DCSICN LOADS UP 70 66.0 pff AIvO PANEL tCNCTNS UP TO 9' -0' AND 77.0 pil OCSACN LOADS AND PANEL LENGTHS UP 10 6' -0' VAIIO FOR ALL ALICRNATNCS SItowN ON THIS swerr. £YC£Pr At rCR.vArP4 / r, 2. NCIY 2' - 6' P. T. TO BC SOUINCRN PINE Na. 2. SLWACM OR- W?H t 9 it Id. u, C. N/ SPECIFIC ocl-g n Or 0.55. J. FOR NCw W00D FRAME CONSMUCIK)N. WOOD UrVaCRS to of SOUINCRN PINC Na. 1. W/ SPCCIrlC OCNSaY Or 0.5. OR COUAt. *000 )CAOCR RrowrO rORSUM 52 PAARAt� Y' t0 Er1St1NC CLASS Or WINDOW ORS C 0. - /TtrJ 0, S. O 6' 0. C. ,1 r W o N' X 1 - x 2' r , r25' (Afim) Alum, TUB£ W/ f 14- 6 r 4- LONG LAC SCREWS O 6' 0. C. W f 27/ -2' Uln, PENETRATION TO CwSTKC'W000 HCAOCR. O i can/. �J 4 0 tV N a (� r'VC O aC r' r N O SrACCER£b TO / I At. I t b } Cont. 1/8 (Len.) - 6063 -75 Afwn. TUB£ (Con (.) (2) 114- 6 r 4- LAC SCRCwS O EACH STUD (AADWIOTH Or STUD, 2" Hon. NOMINAL) AND W/ 2 _ U.n. PENETRATION tAITO EXISMIG STUD, ALTERNA TI VE 4 / t4rJ /4'SS S M. S 06'0. C. t s ' 7 /4 ' v r J/12' WING NUT O (4£RY Y' !RACK ry O 12 0. C w _ UO O 0. C. $ Cost RC Rr 6063 -15 Alum. TUBC (Coot) (2) 1/4- O r 4- tAC SCRCwS o EACH STUD (M10wtoim Or STUD, 2' )4;n, NOMNNL) AND W/ 2" Uin, PEAIETRAt1ON INTO EXISTING STUD. ALTERNATIVE 8 WALL AIOUNTING INSTALLATION - SECTIONS A SCALr. 114 = 1 " 1v V 114' 6 r 3- LONC LAC SCRCx•S O 6- 0. C. W 1 27132' Vin, PCNETRAT70N TO £xISTINC WOOD I4CA0£R. WOOD MADCR Rrotj £0 (srr SCHCDUt£) roa tiro, SCPARATIOV V JO CxIS7a4C CLASS Of WINDOW OR S. C. 0. ALTERNATIVE 5 font. 7/8" 6 r J /J?' WWNC NU! O EVCRY STUD O t2' O. C .(6� Cant. J' LAC SCREWS O 6- O. C w/ 1 27112' Alin. PENETRATION O MIOWOTN Or PLATE. ALTERNATIVE 6 CS(E SCHCO(A£) r04 JAM ZPARADON 'S' 70 Ex6T1NC CLASS Or WINDOW ' ORS 0:0. r ALTERNATIVE 9 4 416" O. 0. r ,6J2' LONC BRASS BUSHING W/ f 14' • -20 r2- S. S. M, S, 06-0. C OR 114-6-70 £LCO mole /ftmolt PANCLUAIC O 6- O. C W/ 1 718' PEN17YRAT10N 70 CYISUNC WOOD HCAOCR, (SEC SCH£OULC) ; rOR M:n, SEPARATION TO ExISTINC ' CLASS Or ; WINDOW I OR S 'C. O. ; 4 7 436-0. 0. r .632- LONC BRASS BUSHING w/ 114- 6 -20 r 2' S. S. At. S O 6- O. C OR t 14- 6 -20 £LCO mok/femole PANCLUAIC O 6. O. C W/ I 718- PENCTRATION TO CXJSUNC WOOD PLATE. ALTERNA TI VE 10 20 GAGE STEEL STORM PANEL 11 L ! E (. 0 I N c . ALUFAB HURRICANE SHUTTERS, Inc. 6'S9S N. r, }6a Sr.. ys. Jr7, Nl+Cwu �AFp�NS, 341 BABA 77U/r TCSrJHC t CGNCCR`?M COHPANY OPA - LOCKA , rLOA10A JJ0 :4 ri IJ16 A>ti,.+ • Gtvs /d1r -rSJO. lr.: tJa3lJlr-rsit K +. ao a[1MxrP O.Ir � �. orrc+•rrpv art WALTER A IIILI7 J,.. R C. • OtO O-C 940-JAW 47IVV r rtORIG+ tic 441[7 , DADC COUNTY AS SHONA/ SCALE 8/74/94 VAIL 98 - 210 ORAWINC 94 SN[[l 7 Or B *WC NUr_ o 0 1; o C�K INSTALLATION DETAILS ON R EXISTING WOOD BUILDINGS Cont. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 114' 6 r J- LAC SCREWS O 6- 0. C. w/ 1 27132' Min, PCNCIRArioN OAT S RN' lkV�K� - O Uf0WWOTH BY J'�..• OF PLAT£. - PRODUCT CONT L DIV:S UN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. _ QS--( `� . 03 20 GAGE STEEL STORM PANEL 11 L ! E (. 0 I N c . ALUFAB HURRICANE SHUTTERS, Inc. 6'S9S N. r, }6a Sr.. ys. Jr7, Nl+Cwu �AFp�NS, 341 BABA 77U/r TCSrJHC t CGNCCR`?M COHPANY OPA - LOCKA , rLOA10A JJ0 :4 ri IJ16 A>ti,.+ • Gtvs /d1r -rSJO. lr.: tJa3lJlr-rsit K +. ao a[1MxrP O.Ir � �. orrc+•rrpv art WALTER A IIILI7 J,.. R C. • OtO O-C 940-JAW 47IVV r rtORIG+ tic 441[7 , DADC COUNTY AS SHONA/ SCALE 8/74/94 VAIL 98 - 210 ORAWINC 94 SN[[l 7 Or B . . :'I. I'. " I /t' I r J LONG LAC SCREWS O 6' O. C. W f 1/7' Aln. PrNETRADON TO MIMIC WOOD HEADER. Cont. J/4' • MACHAIC Sol r W/ 5� MR & WASHCR O 6" 0. C ' 3 ^ I CoM. ; ; WOW HCAOCR RCOU►RCO (SEC SCHrOOtr rOR N:.., SEPARATION -S TO CLASS or *wDCw p ORS.G O. ' 2 ' 4 114' • r J I11 LAC ' SCREWS O 6' 0. C. t � 4 K t i I O ♦ STUD RC or ; �I % Cont. NCw P. T. ?- . 6- Cont. W/ (7) 1 1I" ♦ r s' LAC SCRrIVS O CACH STUO (LOiWVTH Or S". 1 A4n. NOMI tt) ANO W/ ?- ACn. PCNETRATTON Wro E'XW A.G STUD. S£CTJON O LAC SCREW ALTERNATIVE 11 W000 TRUSSES . OR R.V7ER O 21( - 0. C. REOUWrD t /t" • r J i/1" ; LAC SCRCWS O ♦'O.C. ; ; (SEE SCHEDULE FOR A6n. SrPARATION "S' TO EXISTNC CLASS Or W04)OW OR S. C 0. T ; i 6 ; K � ALTERNATE I' ' ' S APPLCABLE\ STUD O 6" 0. C O 4 C. 4 R£ IRE Cone. u� tJ 1/4(' � A1ACr4(NE BOIr W/ 7 /S- . 3131 Mto NUT • EVERY STUD • f2' 0. C. l % Cont. S£CTJON O tOCJONC PIN _WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A SCALE: t/ - t - PRODUCT RENEWFD' AMEFrANCBNa 00 -Q122f 07 EXPU AT1ON DATE l 7 2 WOOD PLATE RIOUARCO By RODLI CONTROL DIVISION BUILDING CODE W.WLIANCE OFFICE ALTERNA77VE WOOD FRAME CONDIrION & ANCHOR LOCATION Ar BOTTOA! SCALE: 114' - t' NOTE : SHUTTER TRACKS NOT SHDWN rOR CLARITY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Nrw 2- r 6' P. T. Cont. WOOD PLATE W/ (2) 5116 a : 6' LAC SCREWS ►�^ TO EACH RAFTER OR TRUSS. LOCATE SCRVY AT UAOWfoTH or Exisrw WOOD NCAIBER. 112' Arias. NOWNAL WIDTH) W/ 1 " lrn. PENCTRATION. V Con►. 1 per. 2 ♦� N 1 iv MINE NUT O EVERY STUD O T?' 0. C 2' r 6' WOOD OfCK RCOENREO ALTERNATIVE 1 114' 4 r 7 t/7" LAC SCREWS O 6" 0. C. W000 TRUSSES OR RAr7CR O 24 - 0. C. RCOWREO ALTERNATIVE 2 r /t' • r 1 t /2- LAC SCREWS O 6' 0. C CEILING & FLOOR MOUN77NG INSTALLATION — SECTIONS B SCALE: T/4- . t mars: f. AMAL LATJONS ARE OM r VALO r0R OE400YCS *TM DESIGN LOAOS UP TO 66 Pst AND PANEL LENGTHS UP TO 9' -0: 7. HEW 2" r 6' P. T. TO Of SOVTHCRAI PANC Nn ?. SLAprACfO CRY wfrH t9 x AC Ad. C w/ SPECtrc OCNSITY or 0.55. J. rOR NCW WOOD MAUC CONSTRUCTV)6 WOOD WU4(8ERS TO EBC SOUTHERN Pb$ No. 1. W/ SPCC/r1C OCNVTY Or 0.53 OR EOUAL hOTr FOR CW9A(AfXJN Or SECTIONS. rtooRl MALL/ C£KNC AAOUNTtNc SECT.O s CAN B£ C0 '0 N ANY WAY TO SLIT ANY NSTALLAfl0m. Till EC0 Imc. nUJr TrSTTNC t ENWACE" G COiJPANY ests KK 3XI,� �l .. )/7, WAGWA �A #.t 4(l: JJIC! Ab.a.• . eA31 -If Jo . ror : t rl_ISJI WAL T£'R A. TIL L IT J,.. P. f. fLORIDA Lk. 44(167 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT BY PRODUCT CUNT II OIM.'ON BUILDING CODE COMPLIANCE OFTICE ACCEPIISNCI N0. �C_09 Lj 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI BABA AVCNUE OPA- LOCKA. nOR10A J3054 . �e orc w -sao 4nuv s - a4OE COUNTY AS SHOWN SCALE 8/14/98 GAIT 98 - 210 DRAWING No SHEET 6 Or 6 III JI L— I- r ♦- r ►/8- (),r►n. I61067 -)TS) /Alum. TUOr (SCRLI .SOD =-+ +x.300' LAC v 4(0 EACH / 14 r S / ♦- JOIST. LOCATE SCREW S u. S. O 6-0. C. 3 ConL AT UlOW4711 Or CXISTIAIL WOOD UEAMER. (2- Wn. NOUWJt WfOfr ; p W 12' Uln. PENCTRATgN 2 ; W (SEE SCHfOULF ; rOR Lein. SEPARATION "v' To r"STNC CLASS Or w/NOOW 4 OR S G. O. 6 �, 718' a , J /J2'i 1; WING NUT O ALTERNArC 6 EVERY STUC O f?' O. C A PPLICABLE ' ' — ROCKREO f ALTERNATIVE 2 r /t' • r 1 t /2- LAC SCREWS O 6' 0. C CEILING & FLOOR MOUN77NG INSTALLATION — SECTIONS B SCALE: T/4- . t mars: f. AMAL LATJONS ARE OM r VALO r0R OE400YCS *TM DESIGN LOAOS UP TO 66 Pst AND PANEL LENGTHS UP TO 9' -0: 7. HEW 2" r 6' P. T. TO Of SOVTHCRAI PANC Nn ?. SLAprACfO CRY wfrH t9 x AC Ad. C w/ SPECtrc OCNSITY or 0.55. J. rOR NCW WOOD MAUC CONSTRUCTV)6 WOOD WU4(8ERS TO EBC SOUTHERN Pb$ No. 1. W/ SPCC/r1C OCNVTY Or 0.53 OR EOUAL hOTr FOR CW9A(AfXJN Or SECTIONS. rtooRl MALL/ C£KNC AAOUNTtNc SECT.O s CAN B£ C0 '0 N ANY WAY TO SLIT ANY NSTALLAfl0m. Till EC0 Imc. nUJr TrSTTNC t ENWACE" G COiJPANY ests KK 3XI,� �l .. )/7, WAGWA �A #.t 4(l: JJIC! Ab.a.• . eA31 -If Jo . ror : t rl_ISJI WAL T£'R A. TIL L IT J,.. P. f. fLORIDA Lk. 44(167 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT BY PRODUCT CUNT II OIM.'ON BUILDING CODE COMPLIANCE OFTICE ACCEPIISNCI N0. �C_09 Lj 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI BABA AVCNUE OPA- LOCKA. nOR10A J3054 . �e orc w -sao 4nuv s - a4OE COUNTY AS SHOWN SCALE 8/14/98 GAIT 98 - 210 DRAWING No SHEET 6 Or 6 Appendix "E" UNIFORM ROOFJNG PERA APPLICATION n�nruceu.. � . • - A OP W , g yS 1 L M D F S CR I PTlON Ridge Ventilation? Fastener type �Skeeb'j[ CRoo ROOF SLOPE MEAN HEIGHT D E T A I L 3 - U /% v r• r Ir P fie' / P sZ(j �a v�r IC1A4eP . ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations - d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals THE CALCULATIONS f r (Pmaxl' ! X %, (Aerodynamic Multiplia): �f/ ) - Mg: MrI: � Ck Af-10 (Pmax2x % (Aerodynamic Multiplier): 0!/ ) - Mg: �l • Gt/= Mry: i 9•CA: /t/ loe - M G� _ 7�t • I •IZPCA: fv (Pmax3: � x %1. (Aerodynamic Multiplier): ) g: � Mr3• Page -2 L l Appendix, "99' UNIFORM ROOFING PERM —IT APPILICAT1ON PROCESS No. ' %fa Job Address: Contractor's Name,7 �� `� ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ew Roof ❑ Re- roofing ROOF CATEGORY ❑ (Nail -On Tile) dhes- Set Tile ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (W) Sloped Roof Area (if) Total (ft) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Ft. ROOF PLAN _ I I r - - ---- ---- -- ------- ---- - - - --- , , I I i I I I I I ---- ----- ----- -- ------ 1 1 1 Deck type: ' ' ' ' I ' r ----- - - - - -- I I I I I I 1 I I 1 I I 1 1 I r------- -- -- -- i I I I I I I I I I I I I I I I I I I j - - - I I I I I ATTACHMENT y I 1 I I I 1 I Fastener Type �/hG I I I I I I I I I I SPACING ' ' ' I ' ' ' ' - -- ' ` I I I I 1 --- - - - - -- Field: Perimeter: Corner: I - _ ----- — --- _ ! I I I I 1 --------- - - - - - - - - - - '1 I I 1 1 I I I , ----------------- - - - - -' II --------------- ------- -- -i DETAIL 1 & 2 � ' ' ` - - - _- _- __- ___, '------------- ------- - - - - - -- , I � I I '-------------------------------------------I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' Page -1 123.01-78 sss METROPOLITAN DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DARE FLAMER BL"LDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1583 (30S) 375 -2901 FAX (305) 37S -2908 PRODUCE' CONTROL NOTICE OF ACCEPTANCE PRODUCT CONTROL DIVISION Monier Lifetile LLC (305) 375 -2902 FAX (305) 372 -6339 135 N.W. 20 St. Boca Raton, FL 33431 Your application for Product Approval of Bermuda Flat Tile under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc.. has been recommended for acceptance by the Building -Code Compliance Office to be used in Miami - Dade County, Florida under the specific conditions set forth on pages 2 -8 and the standard conditions on page 9. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office 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, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 97- 1124.13 Revises No.: 96- 0528.06 EXPIRES: 061251 1 )LI Rodri cz Product Control Supervisor THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITT)E<lE This application for Product Approval has been reviewed by the Miami Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Miami- D17ounty, Florida under the conditions set forth above. yy / /�� Charles Danger, P.E. - Director Building Code Compliance Dept. APPROVED: 06/25/98 1 Miami Dade County . i MONIER LitFETUX LLC Product Control No.: -1 4. t TRADE NAMES OF PRODUCTS MANUFACTURED OR LA$ELED BY APPLICANT TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Product Dim - ensioes Specifications Desch Bermuda Flat Tile 1=15" PA 112 Flat, interlocking, extruded w - 10 318" Rainproof II concrete roof tile equipped with I' /1" thick Single ply, nail -on two nails holes. For mortar set or 36" x 75' roll adhesive set applications. Trim Pieces I Z:� varies PA 112 Accessory trim, concrete roof w = varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness edge. Manufactured for each the profile. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Page 2 of 9 Test Product Product Dimensions Specifiecations Description Manufacturer Rainproof II 30" x 75' roll PA 104 Single ply, nail -on Protect-0-Wrap, 36" x 75' roll underlayment with Inc. or 2" self - adhering top (with current NOA) 60" x 75' roll edge. Ice and Water 36" x 75' roll PA 103 Self- adhering W.R. Grace Co. Shield underlayment (with current NOA) Wood Battens Vertical Wood Preservers Salt pressure generic Min. 1 "x 4" Institute LP - 2 treated or decay Horizonte resistant lumber Min. 1 "x 4" for use vattens with vertical battens or Min. 1 "x 2" for use alone Tile Nails Min. 8d x 2 %:" or PA 114 Appendix E Corrosion resistan min. I Odx 3" screw or smooth generic shank nails Page 2 of 9 ' 11 ONIER LIFrTitll.E L>LC Product Control No.: 9y -112MI Page 3 of 9 tq2 Test Product ProlLue t Dimensions Sgeciflcations Description Manuracturar Tile Screws #Sx 2 %" long PA 114 Appendix E Corrosion resistant, generic 0.335" head dia. coated, square 0.131" shank dia. drive, galvanized, 0.175" screw thread coarse thread wood dia. screws Roof Tile Mortar N/A PA 123 Prepared mortar Bermuda Roof ( "TileTiteTm) mix designed for Company. Inc. with mortar set roof tile current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar Quikrete ( "QuikreteV Roof mix designed for Construction Tile Mortar mortar set roof tile Products with -- — #1140 ") applications. Current PCA Roof Tile Mortar N/A PA 123 Prepared mortar W. R. Bonsai Co. ( "BQNSALOP mix designed for with current PCA Roof Tile Mortar mortar set roof tilc Mix ") applications. Roof Tile N/A See PCA Two component Polyfoam Products, Adhesive polyurethane Inc. ("Polypro® adhesive designed PCA #94- 0401.01 AH160 ") for adhesive set roof tile applications. Hurricane Clip & Clips PA 114 Appendix E Corrosion resistant Generic Fasteners Min. W' width clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 8d x I K" Page 3 of 9 tq2 MIAMI SHORES VILLAGE "BUILDING DEPARTMENT L 305- ?95 -220J4 Building Inspection Request AN Date /���j Type Insp'nAoT' Permit No. 6wo 5.- Name -V90 Address AN x'g Company j Phone # ✓ a� / g Inspection Date Lppro'na?") Correction ❑ Re- Insp'n Fee ❑ . • MOAi11ER LWKME LLC Test Agemq The Center for Applied Engineering, Inc. The Center for Applied Enigneering, Inc. Redland Technologies Professional Service Industries, Inc. PWuct Control NO.: 97. 1_i 24.13 E VIODOCE SUBMITTED Test Identifier Test NameMevort Date 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94 -060A Static Uplift Testing March, 1994 PA 101 (Adhesive Set) P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) 224 -47099 Physical Properties Sept, 1994 PA 112 Page 4 of 9 kran 7,11nap, RUr MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Requ t ate � Time _ Type Imp': Permit No. Name _ Address_ Company _ Phone # For Inspecton j l ZA L '�3 Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ hiONIER LIFETI;LE LLC SYSTEMS Product Commi No.: 9 -! 24.13 Deck Type: Wood, Non - insulated Deck Description: New construction 14132" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 0:12" Note: System D is only acceptable in this slope range. Vnderlayment: Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation #4.) Roofing Tile: Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: L For re -roof applications, 15!32" plywood is an acceptable substrate. Page 5 of 9 Frank 7111na*A URr f MONTIER LIFE'i'13„E L)<.0 Product Control No.: 97- 1124.13 SYSTEM L1 mrrATIONS L The standard minimum roof pitch for the Monier Lifetile LLC's Bermuda Flat Tile high profile tile shall comply with Dade County Application Standards PA 120. 2. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in. compliance with Dade County Protocol PA 115 or PA 127. The tile profile- listed herein has been tested for both wind characteristics and static uplift performance , therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as an'Moment Based System' 3. For mortar or adhesive set the applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106. shall be performed. 4. For tile applications, 30/90 hot mopped underlayment applications- may be- installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 6. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed the application. Reference shall be made to appropriate data for the required fire rating. 7. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. g Any amendments to these provisions shalt be in compliance with Sections 203 and 204 of the South Florida Building Code. 9. Fire classification is not part of this acceptance. Page 6 of 9 Frank Zuloaea. RRC } . ' - MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 27-1124-13 Table 1: Aerodynamic Multipliers - I (f e) from PA 108 Testing Tile k (ft') X (ft} Profile Batten Application Direct Deck Application Bermuda Flat Tile NIA 0.24 Table 2: Restoring Moments due to Gravity - Mg (ft -lbf) from PA 101 Testing Tile 3 ":12" or 4":12" 5 ":12" 6 ":12" 7"':12" or Profile less greater Monier 5.20 5.12 5.01 4.89 NIA Lifetile LLC Bermuda Flat Tile Table 4: Attachment Resistance Expressed as a Moment - M# (ft-lbf) from PA 101 Testing Tile Tile Attachment Profile Application Resistance Monier Lifetile LLC Bermuda Mortar Set 39.00 Flat Tile Adhesive Set 118.90 Page 7 of 9 Franck Zuloaea. RRC • MONIER LI>'EME LLC J- -- j.. _j Proded Control No.: 97- 1174.13 PROME DRAWING BERMUDA FLAT TILE Page 8 of 9 Frank ZuloaEa. RRC • 1 • _ •r • MONIER LIFETXLE LLC Monier Lifetile LLC 135 N.W. 20th St. Boca Raton, FL. 33431 Product Control No.: 97-11-24.13 ACCEPTANCE NO.: 97.1124,13 APPROVED : June 25, IM EXPIRES : June 25, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (9) years. Z Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longefthe same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 9. END OF THIS ACCEPTANCE Page 9 of 4 at; ? Frank Zuloaga, RRC w 1% ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A HASM-it PERMIT HAS B. OBTAINED, THE OIWWMI S NOTARIZED SIGNATURE Nr"- NOT BE PRESENT ON SUBSEQMT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL allI {� MINE EEM MINE ,t •' .. __ :111 -_ ��..� 1 MINE all 7. ...; 1 ►1! 1 O'l f 711 . �_ __ SEMEN SEMEN mm mm mm MINE mm- MINE mm mm mm__ MINE RT- M= 1 7 11 MINE == == -m MINE mm MINE r•n.l ,17 ___ -� _� • Lf MIENSEENNIN MINE f tl M_ -_ -m -_ -m INNEMINE MOVIE mm May -29 -97 08:03 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Jy 9 7 lob A,d*= F-T -41K Tax ydiu Kniorwally Des acted- Yes No P. 01 Owaa/IMee /Tettamt 7 d _ -Mast« Permit 0 ~S R-7 ti� io? f/— Ptlo_� 755 g CO. 7D ��.v �* + ?.d Adder 4/ Qua Fier Phmre s'z/ S Av• S184t q CG G O eoP ke Mtcacipa 8 Coe Y �3 ' /7 Ins. Co. %%ri. c e r/ std *r E AID - —Address c,o Permit Type (drds ones BUILDING ELECTRICAL PLUMBING MZCNAWICAV0 00MKG PAVING FENCE SIGN erl./- sqWeFt ' _V -73 ' EWma<edCaf(.+ate) c!e WARxmG TO ORMEA: YOU MUST RBCORD A NOTiCii OF COIMIMIF.NCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAVING TWICB FOR nMWV0WW" TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LngDBR OR AN ATTORNEY BL►FOR>Z RECORDING YOUR NOTICE OF COMMENCEMENT.) Applicaliva is ha eby made to dam s pavan to do work and installation as indicated above, slat an die attached addeaifium (if applicablo) I certify that all work wilt be performed to meet die slasdards of all laws regulating eottsboc m is this ,jWrisdwXkm►. I n that squ-me permits are required for I:I. XTRICAi, PIAIMBINO. SIGNS, POOLS. ROOFING and KCAL WORK uWNER'S AFlilt)AVIT: I ca* that sU the Bing iofwstafion is accurate aid that all wait wW be done in canphance with ail Wlic&k lays replaft core tue ian and vaning Fu:*anmore. I ant wize the abov3e4amed m do the stated Signal v er or Cs sdo Ptaideeu nate Signanl:e tit or+ot Ovma I3ttilder Date Nuky m Owner rAAN3140 Datc to as cunttar or OwW-I3 mate MY C tAL owt v asa< MY Comm+sssolt F�q►trea: LAijiIENCE L MLY O R1ORMA 0 NtCdSt N t CCtl=14 COn1MIMON Nurtuait tN►Y06 =1 CCA0a10" �Wa p * -W- 4 111r comm"ION Slit+, Of ft0 NOV. FEES: PERMIT �w RADON, C.C.F... NOTARY BOND --- TOTAL DUES APPROVED: ZD&8 Electrical Mew _ Plumbing En ter --- A10 a.o f / "/i FENCE SIGN erl./- sqWeFt ' _V -73 ' EWma<edCaf(.+ate) c!e WARxmG TO ORMEA: YOU MUST RBCORD A NOTiCii OF COIMIMIF.NCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAVING TWICB FOR nMWV0WW" TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LngDBR OR AN ATTORNEY BL►FOR>Z RECORDING YOUR NOTICE OF COMMENCEMENT.) Applicaliva is ha eby made to dam s pavan to do work and installation as indicated above, slat an die attached addeaifium (if applicablo) I certify that all work wilt be performed to meet die slasdards of all laws regulating eottsboc m is this ,jWrisdwXkm►. I n that squ-me permits are required for I:I. XTRICAi, PIAIMBINO. SIGNS, POOLS. ROOFING and KCAL WORK uWNER'S AFlilt)AVIT: I ca* that sU the Bing iofwstafion is accurate aid that all wait wW be done in canphance with ail Wlic&k lays replaft core tue ian and vaning Fu:*anmore. I ant wize the abov3e4amed m do the stated Signal v er or Cs sdo Ptaideeu nate Signanl:e tit or+ot Ovma I3ttilder Date Nuky m Owner rAAN3140 Datc to as cunttar or OwW-I3 mate MY C tAL owt v asa< MY Comm+sssolt F�q►trea: LAijiIENCE L MLY O R1ORMA 0 NtCdSt N t CCtl=14 COn1MIMON Nurtuait tN►Y06 =1 CCA0a10" �Wa p * -W- 4 111r comm"ION Slit+, Of ft0 NOV. FEES: PERMIT �w RADON, C.C.F... NOTARY BOND --- TOTAL DUES APPROVED: ZD&8 Electrical Mew _ Plumbing En ter --- .Append'iz,•E.. UNIFORM ROOFING PERMIT APPLICATION - PROCESS No. ' CAntrador's Name:',Q %c���� v °' ' "�< �i✓C. Job Address: ROOF Cs•tT.[-AItY (Low Slope Appiication) (pPb&T%mgbiss Shingles) El New Roof §(Re-roofing ❑ .OaTi1e) ❑(Mom-ftTW) Q (Metal RoofsiWood Shingles & Shakes) mn ��� �yffm O Recovering Q Repair Q Maintenance Flat Roof Area ( �L 7 Slopes Roof Area (i0) Total (fl) Maw Pezmit No. Exposure ca�orY (per ASCE 744 Bm1d'mg CaaSsiaca&n category (per A' 7 � ROOF IMGST AND SYSTEM DETAILS (Draw detaft as needed) ROOF PLAN - Ft-____— - ----------------------------- ------- - - - - -- - -- 1 , r-- - - - - -. — --------------- - - - - -- • ----- - - - -�1 I - I ' • ' • ' r -- Poo --- - - - - -- - - - -� - - - -- ' 1 1 1 , 1 / Deck typa— . i • , r- --- ------ --- --- --- -• -- 1 ' t ' t ' t ' • ---------- - - - - -- ; is • 1 t I 1 lK A TTA CHMINT - •• 1 , t • 1 + 1 • 1 . -, ! , • • t , e- 1 ! , • • 1 • i • 1 ' • • • 1 1 t . 1 • 1 • Fastener Type: / '�✓ C/0� 1 , • , , , 1 1 • , • • , t , 1 , • , ! , , t , • , 1 1 • 1 1 .• i i 1 - SPACING — ' + � • ' • • • • ' ' ' =- - - - - -� •iii • � • i ' • I ! , s e • 1 • • i • _ • • 1 • 1 E • Perimeter: _ — .Corner:__. � ' : ' : • ; 1 =--------- - - - - -- • 1 rWld.�_ • • .. • . • • , • ------ -- - - -- • e 1 , 1 + , �•, '- ---------- - - - - -- --- - - - - -- - - -- -- - - - - ' 1 t;. DETAIL 1 & 2 '---------- _ _ -, '--------------- - - - - -- -------- - - - - -' `Tadndes Mortar and Adbe&e Sd Ile -• --- - - - - -4-----------------=- - ---------- f page -1 IWEM - .... Appendiz."E" . _ .... UNW0RM ROOFING P0WrAFPX,J TION: pROCESSNa 1 daby IosRlstion• Sasftff type & spadog Cap Sheet Roof Covering Roo SLM 'All Drip edg DETAIL 3 L_ X� 'r ATTACMVUM3 REQUWM 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance•Cover Sheet a) Specific System Description b) Specift gystla Limitation C) Cw=291 Laaitadons d) AppLcableDetatUD=waags 3) MuniciOal Permit Appui=&',n 4) Other ComponentApprovals Page-2 - . T Lam••' �.. . M91MO DACE METROPOLITAN DADE COUNTY. FLORIDA . METRO -DADE FLAGLER BUILDING DUILDING COUP. COMPLIANCE DEPARTMENT SUITE low ME7RO43ADE FULLER eWLDWO 140 WEST FLAOLER STREET MU1M1, FLORIDA 33MISM 07e -2901 ERODUCT CONTROr NOTrrti• OF ACCEPTANCE FAX (M) MS4809 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Materials Corooratio Modift Bitdmee Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc, Factory Mutual Research Corporation, South Florida Test Servi Underwriters Code Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance b the B y 8 Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacduer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Cade be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.: ACCEPTANCE NO.: EXPIRES: Kov I n 1997 i A guez product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET- SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDMONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Co , Iorida under the conditions set forth above. ' 4 1995 APPROVED: Director es Danger, P.E.. Building Code Compliance Department Metropolitan Dade County uo SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE RoonNG SYSTEM APPROVAL Applicant GAF Materials Corporation Product Control No.: 95- 0330.04 1361 Alps (toad Wayne, NJ 07470 Approval Date: MAY 0 4 135 Expiration Date: iff Q 9% Cates Membrane Roofing System Sub- C'ategg Built"-up Roofing T-Y= Modified Bitumen Sub-I=SBS, APP GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Product Control No.: 95-0330.06 Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material nesim Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Rooting Materials Directory or other approved testing agency listing directory for Fire Classifications. k Raul Rodriguez 3 Product Control No.: 95-0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT • Test Product n,�;nrion Product Ruberoid® Torch Dimensions 1 s roll q• Somif cation ASTM D 5147 Heavy duty, polyester reinforced, modified bitumen membrane. Smooth 87 lbs. asphalt Ruberoid® Torch 3/. roll s9• ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Plus (Granule) 93 lb. roll ASTM D 5147 Asphalt impregnated, coated felt, Ruberoid® Torch 1 sq. roll surfaced with mineral granules. Granule 102 lb. roll Ruberoid® Torch FR 3/4 sq. roll ASTM D 5147 Non -woven polyestemm�teoated with rue retardant polymer 90 lbs. surfaced with mineral granules. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non woven polyester mat coated with polymer modified asphalt and surfaced Plus (Granule) 102 lbs. with mineral granules - Ruberoid® Mop 1 sq. roll ASTM D 5147 Non woven polyester mat coated with polymer modified asphalt and surfaced Granule 103 lbs. with mineral granules. _ Ruberoid® Mop FR 1 sq. roll ASTM D 5147 Nat -woven Polyester mat � coa'ed with fi� retardant. polymer fied asphalt � 105 lbs. surfaced with mineral granules- 1.5 20 1.5 sq. roll ASTM D 5147 reinforce with S asst fiber sheet 'd® 30 1 sq. roll ASTM D 5147 Non woven fiberglass halt and surfaced Ruberoi polymer modified p 92 lbs. with mineral granules. Ruberoid® 30 FR I sq. roll ASTM D 5147 Non woven fiberglass mat coated with It 92 lbs. fine retardant, Polymer modified asp surfaced and surfaced with mineral granules. Ruberoid® Mop 170 FR 1 sq. roll ASTM D 5147 Non-woven Polyester modified apt mat 103 lbs. fire rein 7M� Po surfaced Raul Rodriguez 4 Product Control No.: 95= 0330.06 Test Product Product Dimensions nesstnhon GAFGLAS® Y x 36" ASTM D 4897 Fiber glass base sheet impregnated and Stratavent® (Vent Ply) 69 lb. roll D 3672 coated on both sides with asphalt. for Nailable Decks. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFGLAS® Tx 36" ASTM D 4897 Fiber glass base sheet impregnated and Stratavent® (Vent Ply) 69 lb. roll D 3672 coated on both sides with asphalt. Perforated Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFGLAS Ply 60 Y x 180' ASTM D 2178 Type VI asphalt impregnated glass felt 45 lb. roll with asphalt coating. Y 180' ASTM D 2178 Type IV asphalt impregnated glass felt GAFGLAS Ply 4 x 40 lb. roll with asphalt coating. GAFGLAS #75® Y x 108' ASTM D 4601 Asphalt impregnated and coated glass 75 lb. roll mat base sheet. GAFGLASO Y x 36 ASTM D 3909 Asphalt coated, glass Fiber mat cap sheet Mineral Surfaced 76 lb. roll surfaced with mineral granules. Cap Sheet GAF Materials 5, 55 gallons ASTM D 41 Asphalt concrete primer used to adhesion of asphalt in built -up Corporation Asphalt promote roofing. Concrete Primer GAF Materials 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Corporation Fibered Aluminum Surface coating for smooth surfaced GAF Materials 5 gallons ASTM 1227 Corporation rOOft' WeatherCoat* Emulsion GAF Materials 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Corporation Jetblak All ASTM D 3409 stabilizer and fibers. Permits adhesion Weather Plastic Cement to wet and dry surfaces. Raul Rodriguez 5 Product Dimensions GAF Materials 1, 5, 53 gallons Corporation Jetblak C t Product Control No. ., 95- 0330.06 Test Product _ oe &Xim eccriotion T ASTM D 4586 Asphalt flashing cement. Flashtt OW eaten - 1, 5, 53 ASTM D 4586 Trowel grade, asphalt plastic cement' GAF Materials gallons Corporation Plastic Cement Granules for surfacing of exposed GAF Materials asphalt, cold process or emulsion. Corporation Mineral Shield® Granules PA 110 Polyisocyanurate foam insulation. GAFTEMP® various Isotherm R PA 110 Polyisocyanurate foam insulation with GAFTEMP® Composite various high density fiberboard or Permalite perlite insulation. PA 110 Perlite insulation board GAFTEMPS Permalite various GAFTEMP® Fiberboard various PA 110 Fiberboard insulation. GAFTEMP40 various PA 110 High density wood fiberboard insulation. High Density Fiberboard PA 114 Insulation fastener for steel and GAFTITEZ 412 plywood decks. ' Standard Roofing Fastener PA 114 Insulation fastener for steel, wood and GAFTITEZ #14 Heavy concrete decks. Duty Roofing Fastener Fastener for use in gyp sum, tectum and NTB Fasteners PA 114 lightweight insulating concrete decks. PA 114 Base sheet fastening assembly. GAFTITE® Base Sheet Fastener and Plate 3" 3' /s" PA 114 Round galvalume stress p tales. Galvalume Plates and Polypropylene Plates 3" and 3'/ :" PA 114 Round polypropylene stress plates. IN Raul Rodriguez 6 Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Descries Manufacturer Hy Therm AR various PA 110 Polyisocyanurate foam . Apache Products Co. insulation Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. I, insulation i White Line various PA 110 Polyisocyanurate foam Apache Products Co. insulation ACFoam Composite various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Hy -Tec various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Tec 2 various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation Hy -Therm Pyrox various PA 110 Polyisocyanui m foam Celotex Corp. insulation Energy LOk various PA 110 Polyisocyanurate foam Celotex Corp. insulation Thermax various PA 110 Polyisocyanurate foam Celotex Corp. TRI -STAR insulation Raul Rodriguez 7 Product Control No.: 95- 0330.06 Qjmensions Test SX'+f tion Product � . PIQdSd�I Dekfast Fasteners PA 114 Insulation fastener for steel and concrete decks Construction Fasteners, Inc. #14 Dekfast Hex Plate 2 7/8" x 3 l /4" PA 114 Galvalume hex stress plate. Faste��l Inc. Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Construction Fasteners; Inc. Dekfast Fasteners #15 Dekfast Fasteners #12 TPR ISO 95+ GW various ISO 95+ GL various ISO 95+ Composite ISO 95+ Asphalt High Density Wood various Fiberboard Perlite Insulation various Insulation fasteners for Construction PA 114 ks Fasteners, Inc. PA 110 Perlite insulation board generic Raul Rodrigue 8 concrete dec PA 114 Insulation fastener for steel Construction Fasteners, Inc. and wood decks. PA 114 Aluminum fastener for suction lightweight, gypsum and C tectum decks Components PA 110 Polyisocyanumte foam Firestone insulation PA 110 Polyisocyanurate foam Firestone insulation PA 110 Polyisocyanurate / perlite Firestone ridged insulation PA 110 Polyisocyanurate foam Firestone insulation ASTM D 312 Type III or N hot asphalt generic bitumen adhesive PA 110 Wood fiber insulation generic board PA 110 Perlite insulation board generic Raul Rodrigue 8 Product Control No.: 934331L06 • Product Dimensions Test Specificalialk, Product nescripdan Maniifacturer Red Rosin various Rosin paper for barrier _ generic- layer on wood decks Roofing Nails Minimum 9 PA 114 Corrosion resistant annular generic 12 - ring shank nails Tin, Caps Min. 32 ga. x Corrosion resistant circular generic discs. Type X Gypsum various Fire resistant rated gypsum generic . Sturdi Top various PA 110 Wood fiberboard Georgia - Pacific A MU alwnimm PA 121 Aluminum roof coating Grundy Industries - roof coating Gerdy PA 121- Asphalt emulsion Grundy Industries Industrial Emulsion #14 Roofgrip PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks Gripdek Fastener PA 114 Insulation fastener ITW Buildex Premium Metal 3" square PA 114 3" square galvalume AZSS ITW Buildex Plate stress plate Standard Plastic 3" round PA 114 Polyolerm plastic plate ITW Buildex Plate Karnak No. 169 ASTM D 2824 Aluminum roof coating Karnak Corp. Karnak 97 PA 121 Roof coating Karnak Barrier Board Plus various PA 110 Polyisocyanurate foam NRG Barriers, Inc. wood fiber insulation �k Raul Rodrigues 9 - Praduat Conuol No.: 9,5-0330.06 Olympic G2 Plate 3.5" round PA 114 Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Fiberglas wi 3.25" round PA 114 PA 114 PA 114 3.5" round galvalume AZ55 Olympic nimenseans Test sawAgwo Product n into _ Man facnttst Product E'NRG'Y PST -25 various PA 110 Polyisocyanurate foam insulation NRG Barriers. Inc. E'NRG'Y -1 various PA 110 Polyisocyanumte foam insulation NRG Barriers, Inc. E'NRG'Y -2 Plus various PA 110 Polyisocyanurate foam insulation NRG Barriers, Inc. ELY RG Y 1 Plus various PA 110 Polyisocyanurate foam insulation NRG Barriers, Inc. E'NRG'Y -2 various PA 110 Polyisocyanurate foam insulation NRG Barriers, Inc. Con-Tito (Fluted Nail) PA 114 Concrete deck insulation fastener Olympic Manufacturing Group, Inc. Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate Olympic Manufacturing Group, Inc. Olympic G2 Plate 3.5" round PA 114 Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Fiberglas wi 3.25" round PA 114 PA 114 PA 114 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Polypropylene Manufacturing . plastic plate Group, Inc. Insulation fastener Olympic Manufacturing Group, Inc. Base sheet fastener and Olympic plate Manufacturing Group, Inc. various PA 110 Fiber glass roof insulation o ens'Co in 1j Raul Rodriguez 10 —/Oi Product control No.: 95-0330.06 Pry Dimensions Test a i Product Manufacture[ De�riotion �- Foamglas Board various .PA 110 Expanded glass insulation Pittsburgh Corning board. Multi -Max various PA 110 Polyisocyanurate foam Rman• Inc. insulation Thermaroof various PA 110 Polyisocyanurate foam / Rmax, Inc. perlite composite insulation Composite PA 110 Polyisocyanurate foam / Schuller Fes -Core various fescoboard insulation - International Inc. PA 110 / Schuller Fesco Foam various fescoboard nsulationn International Inc. UltraGard Gold various PA 110 Polyisocyanurate foam Schuller International Inc. insulation ID Insul -Fixx PA 114 Insulation fastener for use SFS/Stadler in steel and concrete decks Fastener Insul -Fixx Fastener PA 114 Insulation fastener for steel SFS /Stadler and wood decks Insul -Fixx S 3" square PA 114 3" square galvalume AZ55 SFS/Stadler stress plate Insul-Fixx P 3" round PA 114 3" round plastic stress plate SFS/Stadler PA 114 Insulation fastener The Rawl Drive and plastic stress p late for Company Inc. concrete deck PA 114 Insulation fastener for steel l Rawl Fasteners a mRawl and wood decks Pant . # Rawl Fasteners a PA 114 Insulation fastener for use lice Rawlplug Company # in steel, wood or concrete 914 Raul Rodriguez 11 Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners K i i Raul Rodriguez 12 Product Control No.: 9S- 0330.06 Test Product Dimensions S ° a Galign Product Descriplion Manufactu Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. Rawl Spike PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck Rawlite PA 114 Insulation fastener for The Rawlplug cementWous and gypsum Company Inc. decks Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners K i i Raul Rodriguez 12 product Control No.: 99-0330.06 General Limitations: 1, All asphalt shall comply with ASTM D 312 type [II Of type IV requirements, All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roof Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. Maximum slope range shall vary for each �demanufacture�s specifications fcaaons tfor consult Laboratories Roofing Materials Directory compliance with design criteria for each project. required on all applications over 4,. An overlay /recovery board insulation panel is no recovery closed cell foam insulations when the base sheet is fully mopping with approved board is used the base sheet may be applied using Spot PPa ribbons in three asphalt, 12" diameter circles, 24" o.c.; or :strip or spot mopped rows, one at each sidelap and one down then � n� °a�eptable�A 6" break shall be area of ventilation. Encircling of the step placed every 12' in each ribbon to allow cross ventilation. rA°sphm application r sign either system shall be at a minimum rate of 12 l sq pressure restrictions on spot attached systems. S. Any amendments to these provisions shall be.in compliancewith Secti ®tis_203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed details nd specifications published by County. Contractor shall be familiar with the deta the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces � O P�� «a� pAt124 tolthe tested for uplift resistance in compliance with D County calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter hailers and metal profile conform with Dade County Protocol PA 111 of the South Florida fi Buil 168 Raul Rodriguez aeraus, approved oy uie MAiWidC[Urer, snau oe suomttted wim me -3ecclun a reRna 4 Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be aPP roved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(ax3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. t 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11' Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19.. All standard panel sixes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x V maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shaU be based on a rupture value (the fastener stress plate pulling over the base ply) of ng� moge tho 901bf.. , ,: •, J /f J.t 0.1: : / . Raul Rodriguez ti 169 r,. Product Control NO.: 9S- 0330.06 21. Fastener spacing for insulation attachment is based A a I F as feel istic is Force (F) of 300 lbf . as tested in compliance below 300 lbf insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. uirements of this Product Control Approval and the South 23, In addition to the ceq specifications. Florida Building Code, applicator shall follow the manufactures spec Raul Rodriguez 170 � 01 101 RUBER0ID® MB Specifications N- 1 -1 -MG, N -1 -1 -MGFR, and N -1 -1 -MSC General Recommendations presented on pages 22 -26 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS® #75 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where GAFGLAS STRATAVENT® (Vent Ply) for Nailable Decks is required), with a minimum 2 Inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID MB Membrane Mop Applied in a nominal 25 pounds per 100 square feet (plus or minus 20%) Steep psi to p o he III o IV. The continuous coat of RUBEROID MB Membrane must be positioned vide 4 Inch side laps and 6 inch end laps. 3. For specification N -1 -1 -MSC, a coating is required. Apply GAF WEATHER COAT® Emulsion at a rate of 2 -3 gallons per 100'square feet or GAF Fibered Aluminum Roof Coating at a rate of 1+ /r2 gallons per 100 square feel Apply this coating within 3 weeks after installing the RUBEROID MB Membrane Mop Applied. The protective coating must be maintained during the life of the roof. Reapplication of surfacing should be employed as part of a periodic maintenance program. The frequency may vary depending on climatic conditions. The RUBEROID MB Membrane Mop Applied surface must be clean, dry, and free of all loose dust and dirt at the time of coating. Note: Over structural wood fiber decks, 400 pounds of gravel or 300 pounds of slag per 100 square feet installed in a 60 pound per square (plus or minus 20 %) flood coat of GAF Roofing Asphalt is required. RUBEROID MB FR UL Classification UL Class Substrate Slope Specification A C�.. +/a N -1 -1 -MGFR A NC 1° N -1 -1 -MGFR For more extensive UL classifications, see page 6. UL Chart Key 1. Substrate C = Combustible and Noncombustible thickness)! oriented strand board r(mint%2 Inch thickness). g/s inch NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. Guarantees Available Specifcation RUBEROIO MB Liberty RUBERDID MB N -1 -1 -MSC 12,10 12,10 N- 1 -1 -MG, N -1 -1 -MGFR 12,10 12,10 W Substrate '/2 inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Docks," page 9. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials = Approximate Weight Per Square GAF Steep Roofing Aphid ASTM 0-31 Type III of i11. 25 firs y GAFGLAS i75 Base Slut 25 I� GAF RUBEROID MB Mlembrane Mop Applied or GAF RUBEROID MB orf;AE RUBEROID MB FR' Granule Surfaces Membrane Mop Applied Surfacing (Required for N-11-1 ' -MSC) Tonal 140 49 49 26.0000 13,3500 8,4500 1 14.4000 HE 103rd STRU - -T SCALE: 1/8" = 1' 3 -1/2 ton Unit 15 KW Electric 12.0 SEER Minimum ENERGY CALCULATIONS EXPOSED WALLS HT. GAIN THRU WALLS - GLASS NET WALL NORTH 42 X 8 = 336 SF 102 234 SOUTH 42 X 8 = 336 SF 92 244 EAST 46.5 X 8 = 372 SF 33 339 WEST 136 X 8 = 288 SF 331 255 HT. GAIN THRU WALLS - 1,072 X 8 = 8,576 BTU HT. GAIN THRU GLASS: NORTH 102 X 25 = 2,550 BTU SOUTH 92 X 30 = 2,760 BTU EAST 33 X 55 = 1,815 BTU WEST 33 X 55 = 1,815 BTU DOORS - 2 X 21 X 13 = 546 BTU CEILING - 1,641 X 2 = 3,282 BTU SUBTOTAL SENSIBLE HEAT GAIN - 21,344 VENTILATION /INFILTRATION - 2,134 DUCT HEAT GAIN - 2,354 PEOPLE /LIGHTS /APPLIANCES - 2,400 TOTAL SENSIBLE HEAT GAIN 28,232 X 1.3 TOTAL HEAT GAIN HOUSE 36,787 BTUH SELECT 3-1/2 TON 142,000 BTUH NOMINAL) UNIT 12.0 SEER MINIMUM W/ 15 KW ELECTRIC aiami J If�e F L a R 1 D A Sec. 5-1.1. Air conditioning regulations. (a) All individual air conditioning units installed in walls or windows shall be securely anchored to the walls by approved methods. Units installed over public property, paths of egress or more than ten (10) feet above grade shall be secured to the struc- ture by bolts or screws to resist horizontal wind loads. Such units cantilevering more than eight (8) inches on the exterior of a building shall be supported by steel angle brackets secured by bolting. Bolts to masonry shall be set in lead shields or similarly rot - resistant fastenings. (b) The following special requirements shall apply to the con- trol and regulation of noise nuisance from air conditioning machinery: (1) All equipment, existing or hereafter installed, regardless of location, shall be maintained in good working order. Equipment so located that normal operating noises create a nuisance to adjacent owners or occupants shall be pro- vided with soundproofing, or sound - absorbing baffels, or enclosures, as approved to insure maintenance of a rea- sonable noise level. (2) All equipment on outer walls, on roofs, or in other exposed locations, which are unduly noisy, and which causes valid complaints from adjoining property owners or occupants, may be required to be relocated, redesigned and/or en- closed in noise - retarding materials when, in the opinion of the building official, such enclosure is necessary or would be effective. ,(3) Special consideration shall be given to the planning of all future insthllations to minimize the noise nuisance to ad- joining property owners or occupants, and the building official shall have authority to reject or require the rede- sign of any system which, in his opinion, would cause such a.noise nuisance. (c) Violation of this section shall be punished as is now or may hereafter be provided by law. (Ord. No. 299, §§ 1 -3, 2- 21-61) I have read the above ordinance and will ccarply with the regulations thereof. ,,YWVwI (,l Y41) ownI Si atire Contractor Sigmbme MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT PermitNo.... . .. / ............................ Date.......:... . /!�............. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Buil<ing Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work.. Owner's Name and Address .. .. .......... " No.....- ...(J.. r3........... ..- ...........Street....... .:. : . RegisteredArchitect and /or Engineer ......................................................................................................................................... ............................... Employing Electrician's Name�`� -s ........................................... No.... rL.. 7... .................... Street....�..Y..:... ....7 ....... ....... Location and Legal Description Lot ............................................ ........................ Block .......................................... Subdivision ................................... .............. Street and Number where work is to be performed—No .... .;� ...c -� .._..._ ................ ............................... Street...:..% .:..�°....... 1..�..P.:. ?..!... State work to be performed and purpose of building (By Floors) .......................................................................................................... .................... ........... New Building ................................. Remodeling ........................ ........ Addition .............................. Repairs ....... ............................... No. of Stories .......... .. .... .... Service Overhead Size Feeders ................. ...Conduit....... .........Main Sw ............................... Amps ...........................Main Fuses.......................... mp3 Underground Type of Installation— Conduit ........................ Tubing ........................ B. X. L ......................... Metal Moulding.................... ............................... ................ ...... .........................l,�... �............ .......... .................................................................................................................... ............................... Amountof Permit 3........... ............... ............... ............................... ( Signed )..........:.............. -. - ..::.......... `. :......................... °...f Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors' employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work 'such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub, contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed)..... ��f *!' ` .'... ......1 ................. ........................ Master Electrician. " STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared................................................................................................................................................................. ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the .......................................... .................... ............ of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............ ................................................................................ ............... ....................................... . ...................... . ................................... ............ M .. Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T's NO. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. H ATER HEATER CONTR. LIST CHECK 1 ENT. DIET. SERVICE SERVICE I MOTORS MOTORS NEON RADIO TOTAL SW. CAB. TEMP. PERM. 0.1 HP 1.5 HP TRANS. CO NTR. LIs,r CHECK Service Overhead Size Feeders ................. ...Conduit....... .........Main Sw ............................... Amps ...........................Main Fuses.......................... mp3 Underground Type of Installation— Conduit ........................ Tubing ........................ B. X. L ......................... Metal Moulding.................... ............................... ................ ...... .........................l,�... �............ .......... .................................................................................................................... ............................... Amountof Permit 3........... ............... ............... ............................... ( Signed )..........:.............. -. - ..::.......... `. :......................... °...f Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors' employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work 'such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub, contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed)..... ��f *!' ` .'... ......1 ................. ........................ Master Electrician. " STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared................................................................................................................................................................. ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the .......................................... .................... ............ of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............ ................................................................................ ............... ....................................... . ...................... . ................................... ............ M .. Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. e MI SHORES VILLAGE, FLA. N� 6364 - JOB 2L _ ADDRESS3 f � INSPECTION 7"S Ani TIME READY_ ` REMARKS: INSPECTOR _ _ DATE r A ::is2' «Bi.3lIder s1;tY' "1. i �, A9 A F F I D A V I T STATE CP FLORIDA) SS COUNTY OF DADS � J. D. PRICOR __ of the Village of Miami Shores, County of Dade and State of Florida, being duly sworn, loth depose and say, that undem. the rrovisi.on3 of Ordinance Nc.. 18';, dated June 15, 1998, amend- ing para. °a h (n) of Section B-368 of Ordi� an a 11o. 97 of th3 Dai_3.1ir.g Code of Mi ual Shoves Village, he desires to bui ct a aiNle f+ami.l�r res ep4� on Lot Flock ,.,y � r of s- Subdi.v,.sion, that he is the owner of said property, and will be the owner of scar .... �.�._..._.._._._ _..____�, that he will do the work per cnally, and that he villi at such times as are re ;aired 1W the Zoning and Building Director:,- 1. File plans and specifications and obtain approval of the Planning Board and the Building Inspector. 2. Apply for and secure a Permit. 3. Pay the required fees. 4. Execute the work in accordance with the provisions of this Code. 5• Apply for inspections. 6. File with the Building Inspector certificates that provision has been made to carry the necessary Workmen's Compensation, Public Liability and Property Damage Insurance. 7. File with the Building Inspector as the job progresses certi- ficates showing the payment required by the Federal Social Security Act to the State of Florida or the United States of America. 8. Assume the responsibility of not employing other they properly licensed contrcctors by Miami. Shores Village for any part or portion of the work. 9. Not set himself up as a f contractor" 10. Sign an affidavit before commencing work to the effect that he has read this Article and will do the work personally and observe all of the requitements of the 'Building, Electrical, Plumbing and Zoning Codes of Miami Shores Village. Such affidavit to be operly notarised upon blanks to be supplied by the Building Inspector, 11. In order to prevent abuses and subterfuge the rit of such owner- builder as herein provided, is limited to but one owner- builder permit each 2 years, and where an owner - builder has once exercised the privilege herein conferred no second application for- owner- builder permit shall be anted in less Pp � than 2 years, unless the applicant is qualified as a licensed General Contractor under the applicable Ordinances of said Village. And Further this Deponent says not: OWNER r SUBSCIZIBM MM Stud TO B 70RE K; this - of A. D., 19�... , • 1T TAFJ PUBLIC H O R S L E Y I N S URANC:E AGENCY Bituminous 13t.h Floor Pan American Bank Building Casualty Phone 82 -7581 MIAMI, FLORtIDA Corporation OF ROC M ISLAND Y t November, .,3.. 1949 , Director of Finance City of Miami Shores Miami Shores, Florida Re: John Douglas Prior Policy # WC- 189177 Gentlemen: Enclosed, herewith, please find certificate of insurance covering the above named for the completion of your records. Yours every tpuly, HORSDEY INSURANCE AGENCi A. M. Hamil AMH:ds Encl. cc. John Douglas Prior 119 N. W. 50th St. Miami, Florida Certificate of Insurance Date.- - - - - -- . 3-949 .............................. This is to Certify that the following described Policies, subject to their terms, con- ditions and exclusions, have been issued to the Assured named herein by the BITUMINOUS CASUALTY CORPORATION of Rock Island, Illinois, and are now in full force and effect. Descriptive Schedule Assured JOHN DOUGLAS PRIOR Address of Assured 119 N W 50th S fire n t Miami Flo I i do Locations Covered Same and elsewhere in the State of Florida Description of Work All operations of the Assured This Certificate is issued to Director of Finance City of Miami Shores whose address is Miami Shores. Florida In the event of cancellation of any of the above Policies the Bituminous Casualty Corpora- tion will notify the party to whom this certificate is issued by giving ten (10) days prior notice of such cancellation, loft -the- once a bt,�j- Gor�a�r� ien -cssuWW8.axear4&PauSibXtV-ar_lia- bzlith-aerfxi - ne- g'iv% —, &- tali- uotisa, by registered mail to the Director of Finance, City of Miami Shores, Florida BITUMINOUS CASUALTY CORPORATION By HO I S RIB -NCE GENCY 0 Pa A ami, Floz3i @tj°n Kind of Insurance Policy No. Expiration Date Limits of Liability Workmen's Compensation Statutory Employer's Liability WC_189177 M'anufacturer's or Con- $ one person tractors Public Liability Bodily Injuries NIA $ one accident Manufacturer's or Con - $ one accident tractor's Property Damage NIL $ aggregate Owner's or Contractor's Contingent Liability $ one person Bodily Injuries NIA $ one accident O'wner's or Contractor's $ one accident Contingent Property Damage NIL P-1 20C $ $ aggregate SPECIALIZING IN WORKMEN'S COMPENSATION AND ALL LINES OF LIABILITY COVERAGE NEW= I 7;� 6 t ?5 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted.for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ---- r- it - -.2_ Nir M t --------------------------- - - - - -- ------ .,1962 -- Owner's Name and Address - --. ----- '--- __ --�' �r --- - - -- -- No. -- - __ --- ___ Street_- -- - - -- _ - - -- - - -- ----------- ----- --------- ------- - - - - -- - �3- N -: � . 143rd .... "3'G --- - - -- Registered Architect and /or Engineer.___. -- -------------------------------------------- - - -- - -- - - - --- ---------------------- ---------- ------ -------- - - - - -- -- -- - - ---- Name and address of licensed contractor -------- Mj,a zi --- S,hpreg_- E- lectric --- Appl_ mince ---- Go,- - Oi -30 --- NE+ ---- 2nd ---- Ave. Location and legal description of lot to be built on: Lot - -- ----------- --------------------- - - - - -- Block----- --- - -- - -- --------- -- - - -- Subdivision_ ------------------- -------------- Street and Number where work is to be done ----------- --- Street -------------------------------------------------------------------------------------- State work to be done and purpose of building (by floors) ---------------- I2 s,'_t- all ---- a --- 2 --- HP --- a- r----- - ondit- inner'---- --- -- --- --- - ----- ----- - - - - -- -_in- --- the -- wall -* -- - - - - -- -- - - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- ------- --- - -- - -- and for no other purpose. New Building ------------------ --------- -. Remodeling -------- ------ - -- ---- Addition - - - -- - - -- -- Repairs---- ------ -- ----- --- --- - -- No. of Stories -- - -- ------------------ To be constructed of-- --- -------------- -- - - -- Kind of foundation--- ----------- ----- --- - - - - -- -------- ------ -------- --- -- - - - - -- Roof Covering. - - --- - --- - - -- - -- - --- ---- --- --- - -- --- - - - --- Estimated Total cost of improvements $ ---- #2.5- ,_30_ ------------------------- Amount of Permit $_- "_ 00 -------------------------- ----------------------------------------- Zonecubage required ---- ------- -- - - -- ----------------------------- ------- -- -- -- ---- ---- -- -- - -- -Plan Cubage---- - - - - -- --------------------------------------------------------------------------------- Distance to next nearest building .-------------------------- -- ------- -------------------- Size of Building Lot---- ----- --- ----- -- - - - - -- ----------------------------------------------------- Maximum live load to be borne by each floor----------------------------------------------------------- ------ ___ - - - - -- -------------------------------------- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to---------- -- ------------------ - -- - -- -------- -------- - - - - -- - - -- -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or s) b ontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the., iio of the votk such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcoptractors, cn6work to be,.t)erformed under this permit, as are licensed by Miami Shores Village. s i , I'd �f Remarks - - - -- ----------------------------------------- -- ( Signed) f STATE OF FLORIDA, COUNTY OF DADE. ss. f Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ---------- ------------- ---- - - - - -- - ------- --- -- - - - - -- -- ----- -------- -- - - -- ----------------------------------------------------------- ---------- - - - - -- - - -- ------------------------------------------------ ----------------- -- ----- - - --to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ ------------------ ------------------------------------------------ of the above described construction, that be has Vcaefully ad the foregoing application, and that he did sign the same, and that all facts therein by him stated are true, Permit No ------- O -7-i __ Date .r Read, Sworn to and Subscribed before me. Disapproved, -- - - --- Date Notary Public, State of Florida ( Signed) - - -- - -- - - -- - - � -- - - -- - " -'c'- -- Building Inspec r - - My Commission Expires ----------------- __ --------------------------------------------- A ' ING BOARD-------------------------------------- ------ --- - - - - -- -DATE Chairman---- - - -- -- ------------ ------- ------- - - - - -- - ------------------ ------ ------------- - - - - -- Member --------- - - - - -- - -- ------------------------------------------------------------------------- Member------------------ -- ---------- --------- -----__ ----------------------- ----- ------- ------ - - -- -- Member ----- --- - - - - -- ------------------------------------------------ Member -- - ---------- ------- ------- - - - - -- Member CouncilApproved------------------------------------------- --- -- ----- ----- ---- - - - - -- -Date Disapproved ----------------------------- ---------- --------- ------ - - - - -- - -- ----- - - - - -- -Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION.FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of `Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ---- - - - - -- - - - - -- - -- -- -- - - -- -- - - - - -- ------- - --- 19 Owner's Name and Address -- ----- _� - -- IhR.l_ - ----------- - - - - -- No. Street -Q, V - ---:- Registered 'Architect and /or Engineer' ---------- - - - --- ----- -- ----- - -- -- --- - - -- -- -7 Name and address of licensed contractor- ----------------- - - - - -- -- ------ --------------------------------------------------------------------------------- - - - - -- Location and legal description of lot to be built on: /% r --- I--- A "% _L Street and Number where work is to be done ------------------- ---- State work to be done and purpose of building (by floors) ------------------------------------------------ - - - - -- -- :- e-_T n it Cv,- ------------------- - ----------- - ---------------------------------------------------- ' ------- ----- -- - - - - - -- ---- --------- --------.-- -/----- - - - = -- - - - -------------------------------------------------- New Building________________ ___ Y______ Remodeling __________________________ Addition ----------------------- _ Repairs - To be constructed of ------ ----- Kind of foundation ---------- , - _ Estimated Total cost of improvements $ _ Zf _____ __ __ -_ __ Amot of Permit $Zone cubage required - - - - -- ------- ----- - - - - -- ---------- - - -- -- -------------- lan Cubage ------------------- Distance to next nearest building --------------------------------- - ---- __- ------- __ ------ Size of Building Lot_____ Maximum live load to be borne by each floor --- - ---------------------- - ------------------------ - -------------- - __- ------ I hereby submit all the plans and specifications for said building. All notices with refere ------- ---- ------ --------- --- - -- -and for no other purpose. -- --------- ------- - - - - -- No. of Stories- -- - - - - -- -I--- --- - - - - - -- Roof Covering_ �---r- -�-� -- ~ - - - - - -- - ----- - - - - -- ice to the building and its construction may besent to ----------------------------------------------- - - - - - - -------------------- - ------- - -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar, compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks- ----------- - - - - -- - ------------ - ----- -- ----------------- - ------------------ - - -- - ( Signed) -------- - - - - -- ------------ - -- - - STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared----- --------------------- - - - - -- ----------------------------------------------------------------------------------------------- -- - - - - -- - - -- - -- ---------- - - - - -- -- ---------------- - - - - -- - -- - - - -- - -- - --------------------- - -- - ------ ----- -- - - - --- ------------- - - - - -- -- - - - -to me well known, and who, being by me first duly sworn, upo oath deposes and says that he is the_____ ___ ______ _ ________ _ ______ ________________ -_ ___________- ._____ -_'__ of the above described constru tion, that he as carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are tine Permit No.______- _____ Date Read, Sworn to and Subscribed before me. Disapproved- - -- -- - - -- -- at - ----------------------------------------- -------------------- --------------------------------------------------- - - - -- - - - - -- - - - - -- - - Notary Public, State of Florida B ' ding Inspector My Commission Expires----------------------------------------- ` - ______ - ----- - -__ -_ PLANNING BOARD------------------------------------------------ - - - -- -DATE Chairman-- ------------------------------- -- - - - - -4 ------ - - - --- ------------------ - - - - -- Member --------------------------------------------------------- - - -- - - - - -- -- -------- - - - - -- Member-------------------- - - --------------------- ------------ - - - - - -- -------------------------- Member --- ------------- - - - - -- ---------------- ----------------------- -- - - - - -- ------ -- - - - - -- Member-------------------------------- - - - - - - - -- ----- - -- - -- -- - - - - -- ------ ------- - - - - -- Member -------- - - - - -- -- --- ----- - - - - -- -- -- - - -- -------------- - - - - ------------- - - - - -- Council Approved - --- --- - - - --- - -- - - - --- - -- -- - --- - - - - -- -Date . Disapproved ---- - - - - -- - - - - - -- --Date NOTE: A charge of $1.00 will be made for�naking corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. , kll/ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLIh.TION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all .provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Icy Date ----- - - - - -- - -- - - ---- -- - - - - -- 119 �.. j� Street- --- --------------------------- - - -- Owner's Name and Address -- - - - - -- No. - - - -- 3 Registered Architect and /or Engineer __ ____ �r it 'I( t �t t 4 �( yGz 7 �. d �� � � � � �r � _ Name and address of licensed contractor _ . _ == _ rte' ?__._€ ____ _____ ___. _._ ( l _�!%_______�fr& Location and legal description of lot to be built on: Lot -- ----------------------------------------- Block -- - -- -- - Subdivision - - Street and Number where work is to be done _ �2_1?tE I -(_ .______ _ State work to be done and purpose of building (by flooris )/____ % - __ _,_ ../ /y ---------------- -___________ ______ ____________________•____ -. -. ___ ._. _____— Y. Y ----------------------- �G. ______________ _____________. __________•__._.__ ----- - - - - -- - -------------------------------------------- - ------------ -- 1 - --- -- --- - - - - -- -- - - - -- -- -- -- -- - - -- - - - -- -- -- - - - - -- and for no other purpose. New Building ------------ -------- --------- Remodeling ------------- - - - - -- Addition -------------- ---------- Repairs------------- ------- -.- - -- No. of Stories ------ f ------------ _------ To be constructed of__ __________________________ Kind of foundation ---------------------------------------------------------------- g_ ------------ --- -- -- --- -- --- --- --- Roof Covering ------ _ -- ----------- L. Estimated Total cost of improvements $_______ _ �ct _ - � - - - - - - -- Amount of Permit $- - - - - -- - -- . _-L G- - - - --- -- - -- - -- -- Zone cubage required ------------------------- .---- -- - - -- -- - .----------- - - -Plan Cubage - - -- -- --- -- - - -- Distance to next nearest building _____ . _. _ __.__ _ _________Size of Building Lot__________________ _ Maximum live load to be borne by each floor - -- _ _ ____ -- - _ _ _. - -- -- ._ ----- ------- _. - ------ ------- . ----- - - - - --- _ - -_ - -- - -_ __ -.__. -- -- -- - - -- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to - - -.- .- ---- - - - - -- ---- - - - - -- -- - - - - -- - -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen `s Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ' spection on the site of t work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ub o tractors, on work tnperfq ed under this permit, as are licensed by Miami Shores Village. ff J -- Remarks - - - - - -------- ----------- -- - - - -- - - -- ( Signed) 1 STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ _______ _____ ___ ------------------------------------ ._.------ ._____- __________._. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 4 _ . Permit No._____& l ZZ__3 ___ Date____ __�_. __ _.. ` . � L____ Read, Sworn to and Subscribed before me. Disapproved 1 - __ --- - - Date - --- - - -- - - - - -- --- - ---------------- f Notary Public, State of Florida (signed) Buildi Inspector My Commission Expires __ ____ _ __ .. __ ______ ____ ___________________________ PLANNING BOARD__ ___ ___ ____ __. ____________DATE Chairman------ -- _ . __ . -- -- . - - - -- --------------------------------- ---- - - Member - - - - - -- - - ------------ - - - - -- ---- - --- - -- - - - -- - - - -- -- - -- --- - _ --- - - -- Member ----------------- -------- ----------- _____ _ __ -- Member Member- -- ---- - - -- -- -------- ----------- - -- ---- - - - - -- - -- - Member - -- - -- ----------------------- - - - - -- - - -- -- - - - - -- Council Approved___ ___ ------------------- _ _______ ___Date Disapproved - ____.Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has h rn obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspt -tion or faulty materials and /or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No ------------ - -- - -- mteL.. _ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. i Owner's Name and Address - -4 ` -;r- --- - - -• -- - �....-- r._____ ..._.._. No ._.............. .. _..._. Registered Architect and /or Engineer- ,_,_.__ r �_ . _ _- �. -1 -- - �- - ..� Employing Plumber's Name __... _.I.... j ' _- _ - ... _ .... .. Not Location and Legal Description Lot __ __ _._ _. B SubdivWon- __.._..___..__._____.__._ Street and Number where work is to be performed -No.- f . - Street .- .-- ------ ---- __..- ..- .-. -• -- -• - - -- _......... State work to be performe8 and purpose of building (By Floors)_ .___..------------ - - -_ -- ._.- _----- _.._.._. - -- -- .. :. ...........- -. _................. - - -.- New Building -------- ------ -------- -- -- - - - - -- Remodeling ______ .......... -- - -__ -- Addition..._..._-------------- Repairs.' ".._.. No. of Stories:........... . Size Septic Tank_. _ _ _- - - — -- - - - - -- Type of Tank _ ------ ---------- ------- ----- ------------- -_ - -_- Capacity Gals --- ------------ - Feet of Drain Tile. _--- __f..e -, �--- moist. Feet of Tank or Drain Field from Well --------- _- - -..._ ------------------•-----•----- Nature of Water Supply: City -Well r�---- --- _- -- __--- . -____ .._Size of Soakage Pit ------------------------------------ --••--- ----------- - J -, Amount of Permit $ - -_ ( -- -- ..____ - ------- - ...... __,. __ .. ... . ..... ....- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed° under this permit, as are licensed by Miami Shores Village. r ( Signed) - 44 -=-- 1 —��=T f Master Plumber.- -• - STATE OF FLORIDA, a& COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.._.._ ---- - - -- ------ - ------- -- -- - •- ------------------ . - of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida - - - NOTE: A re- inspection fee of $1.00 will be made whM tuck m4nepsciioo is sneds'neoessary by ImproPes notice for inspecti^ or faulty materials and /or workmanship. BATH CLOSET& TUB! SHOWERS LAVA • TORIES SINK& SLOP SINK& LAUNDRY TUG& URINALG CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NG I t TOTAL FIXTURES CONTR. LIST -- CHECK DEEP WELL SPRKLR. SYSTEM SWIM•O POOL SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER CONTR. LIST CHECK -- _ '- Size Septic Tank_. _ _ _- - - — -- - - - - -- Type of Tank _ ------ ---------- ------- ----- ------------- -_ - -_- Capacity Gals --- ------------ - Feet of Drain Tile. _--- __f..e -, �--- moist. Feet of Tank or Drain Field from Well --------- _- - -..._ ------------------•-----•----- Nature of Water Supply: City -Well r�---- --- _- -- __--- . -____ .._Size of Soakage Pit ------------------------------------ --••--- ----------- - J -, Amount of Permit $ - -_ ( -- -- ..____ - ------- - ...... __,. __ .. ... . ..... ....- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed° under this permit, as are licensed by Miami Shores Village. r ( Signed) - 44 -=-- 1 —��=T f Master Plumber.- -• - STATE OF FLORIDA, a& COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.._.._ ---- - - -- ------ - ------- -- -- - •- ------------------ . - of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida - - - NOTE: A re- inspection fee of $1.00 will be made whM tuck m4nepsciioo is sneds'neoessary by ImproPes notice for inspecti^ or faulty materials and /or workmanship. . MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build - inq or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date... -._ . »... »... , I.92» // 77 Owner's Name and Address .../X, .. .............�................. .............No.... �4� _.... » ». Street ..�t!1�.� ..... -./ Registered Architect and /or Engine .............................. > ::,,,..,,,,,.,,,....,, �.... ,,,..,,- „,................... ... .............Name and address of llccnsed tort ..!��/ ........ 1...��.r- �.. /.>� Location and legal s iption of lot to be built on: n /l Q Ad -Al Lot_.. -. <-•t .”. " lllock...X�� ................... Street and Number re work is to be done .... S__1 _.' State work to be done and purpose of building (by flo .................... __...._.__ .................. ........................................... - .................... and for no other purpose. New Bui!ding ........ ...... R modeling . ........................ Addition .......................... Repairs.................. No. of Stories...................... To be constructed of - ;�- ...... Kind of foundation ............................................... .............. -. Roof Covering ...................... ...... ...... ... _..� Estimated Total cost of improvements .......................amount of Permit &...... .......................... _..................... Zone cubage required ---- ------------ .............................................. . ..... - ........ Plan Cubage ............................................................. --- - - ....................... - Distance to next nearest building .................. _ ....................... ......... _ ..... Size of Building Lot ...................... - ..... — .......... _ ... . .. ................... - ........ _ Maximum live load to be borne by each floor ...... .. . . . .. .. ...... ........................ ............................................ _ .......................................... ..................-- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to. -_ ........ - ---- ----- ----- - - -- - -- ------------------_.....--------•-_--_------- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pernanent Supplement, and has complied with the t�rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspect] the site of a work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s a o on work be performed under this permit, as are licensed by Miami Shores Village. Remarks----- ------------------•-------•-•--•--------- -- --- ---- ---------- ------ - --- -- — . —._ (Signed) _ __. STATE OF FLORIDA, 1 COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer :de k ackno edgments, personally ap- peared--- ---- -- - - - - -- ---------•-----------------••- -•-- ----- ------- --- ---- -- -- -- -• -------------------------------------•------------- --- -- -- --------------------- - - - - -- ------------- -----_.................. — - -- -.4o me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the----- --------- __.............................. ......................._......_ of the above described construction, that he has carefully read the foregoing application, and that a did sign the same, and that all facts therein by him stated are true. Permit No.-- ---- - --------- -- _- _----- --- - - - - -- Date ....................................... _... Read, Sworn to and Subscribed before me. Disapproved.............. — ..... -- ---... ........ Date --- ........ - ......... ---- .............. .................................. ................................ ......... - - —. Notary Public, State of Florida (Signed) - --- --- -- _--------- - -- - -- -- ........ - .................................................... Building Inspector My Commission Expires ................................. .......» PLANNING BOARD ................ ...... ... ................. ..._ ...... DATE Chairman-- - -- -... ---•----------------------------•--•----- ---•- •----- .-- --- -............. Member ....... _....................... Member---------------------- .......... _ ............................... --- ...................... .. Member ....... .. ......... _ ..... .. .... - .................. » ... _ .......... -_-_ ..................... - Member ..... ... --•-•------ --- ••- -......- -•---- --- -- - - -- ------- ------ - --- ---- -- - -.- Member Council Approved. -- ---- - - - - - -- ------------------------------------------------- ........ Date Disapproved ...... ...................... ...........Date NOTE: A charge of $1.010 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re- in >pcc-tion fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. ,Lr ,L,,t-Y 1,2 ire `3 m of)5v K, C. x" AvF- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wnrle for the approval of the detailed statement or toe plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Villap shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prggress of the work. _ Date.. ....Q,�:. _�^,.a,_ .......,• . 191•°2' Owner's Name and Address .... %S f �� ?�`! .......... . ............... ........... I... ...... .— No....... 'P..-3' ...... Street ,l�:..;E....��,? fzt.... . 1' Registered Architect and /or Engineer ... ....... ........................................................ ................. .•:,:,:.....,,,.••,,..,:.,.,,,,...:.,,,,,,,,-,,,,,, , ................. .... ,......,. p� t '� _ !� Name and address of licensed contractor ....)l<��%1*4 ....J�iaLl d. �' .........., .{ a. ..�...tX';j�C-- _1.�.�i_.....41f�. gA . ...................._..•....... Location and legal description of lot to be built on: r'v- Pt 3X" ") Lot— ......................................... Block .................................. Subdivision ................. .................T....... .- .....r_......._....._._...... ................... .. — p� Street and Number where work is to be done............ �..3 ..... ...._.. (. ski... .._.. , _ ....-- -.... . , a ..... __ ................... .. State work to be done and purpose of building (by floors) ...... 1...�ii_A1.C� _.._P.(.�Ct hk_$?...... �',iS .. (Y! `i 2 : ;�Z nU F....._... >- fA.T.......(�?l;t.J.T k- - i_�.1r ............... - 2.(4w......2.g.,. �...,...........,.,........_ ....,..__....- ., _ ....................................................... ................................. .._..._.._._ ................. _ ........................................... ..................... and for no other purpose, New Building . Remodeling . Addition .......................... Repairs ........... No. of Stories ...... ............ ...._ To be constructed of ......................... Find of foundation... ............................... .. .. Roof Estimat ;d Total cost of improvements S ...... .o...o.o ...............Amount of Permit 5,.2 !. W _ ....................... ............. ..... .......... ........ Zone cubage requires}.._.. .. ---• .......................... ......................••...._.. ...-Plan Cubage.................... Distance to next nearest buil ding ................. .......................... ............... Size of Building Lot ........ , .................... _ .......... ... .................... I.......... .\Wx num live load to be borne by each floor ........ ...............................................................................•.,•.... ......--- --- ...._...,.......,.. . ...... _........._... I hgrelfy submit ail the plans and specifications for said building. All notices with reference to the building and i -ts construction may besent to.. ..._ .. ........... ............ ....__.... ........................ ......... -. •--- .............. .................... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor unocr the Florida Workmen's Compensation Act, being Section 5966, Compile4L.Qeneral Laws of Florida, Permanent Sop >lement, and has crni)phed with the plrovisions thereof, and will require similar compliance frVin,�Wectiop r sub - contractors employed by him in tl.c work to be prrignncd under this permit; and will post or cause to be posted f site of the work sucji public notice or notices as are required by the Act, The undersigned agrees to employ only such swork to be performed under this permit, as axe licensed by &hami Shores Village. Remarks. (Signed) STATE OF FLOMDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared---- -•-- •---- ------ --- -- •-- --- - -- _- -- --- -• -------------------------------- ---------- --- ----- ----_.. -- ---------•--•----- to mq weu known, and who, being by me first duly sworn, upon oath deposes and says that he is the . ......... ......... ............................. ..r._.,................._. -. -.. _...._ of tl:e above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. s t Permit No..... _ - • ... .. .. ... .......... Date. -1,-1) !.. .'_._..___ Read, Sworn to and Subscribed before me. Disapproved..... .,.........i _.._... Date---•---- ..._.........- -•- • .. ........... ............. . ...... -... ate.o ........... ��pp � Notary Publie, State of Florida (Signed) ..............: L:. '.. \'�...........---.. ............................... Building Inspector My Commission Expires ....... ................. 1_..1..11...,...,.,,.._ PLANNING BOARD ...................... ... ................. - .._......DATE Chairman .......................................... .................. Member ....... ........................ ----*--_...................... .,..•.--......11.............._ Mcrraber... ............................. - ............................... ...._ ..................... _... Member Member .. ....................................................... ....... _..._.................. Member .... _ ........... ......, ,.._ ................ .......... .......................... -- ._.-••- Council Approved .... •----- .- -• .............. - ...................... Date Disapproved ...... ...................... ............................ ..... ... ... ......... Date NOTE; A charge of $1.00 will be mnde for making corrections or changes to this application after approval has been obtained from the I'l.inning llu.ird. A re•ip,pection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workinanship. atNI.IAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 77Q Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the butd - , ing or other struour . hert*lr described. This application is made in compliance and conformity with the Building Ordinance of Miami , Shores Village, Floritaa, axed all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Buildii Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building ring pro ress of the work. Date C �'- -� -- - ----- - - - - -- 19:'T p i Owner's Name and Address -_e -r_ - - -- - - * - -- ¢ - -- -- _�_ -___ `�.� - - - -- No.---- 1---- - - - - -- Street- _ -_C�' O' Registered Architect and /or Engineer__________:_ _ _ Name and address of licensed contractor___________ Location and legal jescaption of lot to 4 built on: Lot-- - --;24- -- - dock -- -- L• - Sul Street and Number Aere work is to be done ----------- - c____ ---- State work to be done and purpose of building (by floors) n ----------------------- -- -- - - - - -- - - - - -- ----- -- - --------------------------- ---- ------- - - - - -- - -- - -and for no other urpose. New Building _____ __ _ __ __ Remodeling ___ _ ____ ___ _ __ Addi 'on____ ____ Repairs ____ No. of Stories______ /� 1 To be constructed of Kind of fo ation``" R of ovir►g - - -�' Estimated Total cost of improvements $.____ P. Q0 -- --- - - - - -- ount of Permit $,_______ _� ---------- __ ______ ____ _ ____ ____-_ -___- Zone cubage required -- - --- - - - - - -- -- - - -Plan Cubage- ------- f/'� f - - =- �- s� - Distance to next nearest buildidg----------------------- -____ _____ -___ __ Size of Building Lot ______ �.�i _ _________-------------- Maximum live load to be borne by each floor - -- ,►-- - - - - — I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to--------------------------------------- - - -- - ----------------- - ---- ------ - - - - -- - - - -- - - - --- - ---- - ---------------------------------------------------------- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being ,Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcoptractor °-�'. r to be performed under this permit, as are licensed by Miami Shores Village. 1 fir'`" Remarks--- - - - - -- - -- -- --------- -- - - -- - -- - - -- - -- ----- --------- -------- --- - - - - -- ( Signed) - - - - -- Z- e 2 4------------ - - - - ---- - STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared°---- - - - - -- - - -- - -- --- - - - - -- -- - - - -- - -- - - - - - -- ------------------ - - - - -- -- - - - - -- - - - -- -------- ------- -------- - - - - -- - ------ --- - - - - -- ----- - - - - -------------------------- - --------- ------------- - - - - -- - - - -- - ---- - - - -to me well known, and who, being by me t duly sworn, n oath dep es and says that he is the_____ _______ _______ ______ ______ ,______ __. ----- __ -_____ _ ______: -___ of the above described traction, th a has d e foregoing application, and that he did sign the same, and that all facts therein by him stated ar a 4,,,, t/ Permit No -------------- _ __ -_ ___- ____ -- _ -_ ate _ -___ L_L. 4 Rad, W' and Subscribed before me. Disapp - - - - -- ---- at - - -- - - - -- --------------- --------------------------- — - — ' 0 , La_r_y_4_u_j�11c_, State of Florida ( Signed) - -- - - - - -- - - - - -- Building Inspector _ y Commission Expires ---------------------------------------- - ------ ------ - -- - - - - -- PLANNING BOARD-------- --- - - - - -- ------ -- -------- - - - - -- -DATE Chairman- - -- - - - - -- -------------------------------------------------- - ------------------------- Memb er -------------------------------- -- - -- -- ----------------- ------------------------ Member-------------------------------------------------------- - - ----- ----------- ---------- - - -- -- Member -- -- - - -- ----- ----------------- ------------------- Member-------------------------------------------------------------------------------------- - - - - -- Member --------------------------------------------------------------------------------- -- - --- Council Approved - -- -- - - - --- -- -- - -- -- - - - - - -- -- - -- - -- ---- - - - - -- -Date Disapproved ----- -- - - ---- ------- =-- -- --- - - - - -- - - -- - -Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ITEM BATH TUB BIDET DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP SHOWER - SINK, POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER q URINAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER HEATER -NEW INST. LAWN SPRI SWIMMING n ITILITY -SEWER FT I L I TY-WATER EPTIC TANK FLAY RAINFIELO, 4' TILE/RES. UMP 8 ABANDON SEPTIC T OAKAGE PIT CU. FT. 4TCH BASIN MST IC WELL REA DRAIN )OF INLET ILAR WATER HEATER RE STANOPIPE IOL PIPING MN SPRINKLER SYSTEM S RANGE TER SET (GAS) S PIPING LP 6fl�) INK ELECTRICAL UNITI FEE I ITEM SWITCH OUTLETS LIGHT OUTLETS RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMASS SERVICE REPA IR/1UM APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS a 1 HP MOTORS OVER 1- 3 HP MOTORS OVER 3- 5 HP MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER la 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP A/C WINDOW AIR CONDITIONERS STRIP HEATER GENERATORS GENERATORS SPECIAL PU OUTLETS CO SIGN TUB SE S I GN TRAM SIGN TIME I FIFIXTIES TELEVISION OUTLETS VIOLATION REINSPECTION MECHANICAL I � �• w I 7' i REFRIGERATION ��- c• �: I I -_ mm mmm omm omm , VIOLATION I�� ALLEY 5 28.25 — CHAIN - 24.15. 1125'1.15 LINK FENCE -- POOL O.N. � ELEC. N PANEL RESIDENCE I m No A a c to wo 8m- ws � �Qw o r WATER SEWER "I5' N S3 N•C'• la S- w 1850- x�� 10140 'CHAIN INK FENCE EQUIP GAS � TANKS . r NE 103rd STREET 51TE PLAN awwx 1S STN 2aL Ivaneze._ P swu S � 40 2 iulco6z sao Z � ko 01 W6. Nv -",'cxoace cb 1$0)h oN W t 44, 1'o 10 ob LP +01Ate qe- 120SQ L- P,Itint�, bwe crovnd . GAS 21s1y� 2 Sol coo vsto S r-%vaive . WOOD FENCES 4" X 4" Woed pest 2" X 4" Wood pad Wood Posts 4' -0" High or Less = 6' -0" O.C. 5' -0" High or Less = 5' -0" O.C. 1" X 6" or 1" X 8" Wood pIAA5 2915 Fences 2915.1 Wood fences, so located on a property that by zoning regulations they cannot be used as a wall of a building, shall be constructed to meet'the following minimum specifications. conQ.cte (a) Fences not exceeding 5 feet in height shall be constructed to meet the following minimum requirements: from nominal 4 inch a by 4 inch by 8 feet -0 inch long III=III posts spaced 5 feet -0 inches on 21 -0" I =I I $ a centers, having a fiber stress of III 1200 p.s.i. in bending, and shall be III= . a I =III embedded 2 feet -0 inches into a I =III a III 3' -0" concrete footing 1 foot -0 inches in I I= I I I =III diameter and 3 feet -0 inches deep. Other components shall be a a =III designed to comply with the III =II III =III provisions of this Chapter and =III= I =I I I Chapter 23. III —III ° (b) Fences not exceeding 5 feet and 4 feet in height respectively shall be I =III =I =_ II =III constructed as provided in III =III III =1 I =1 I =III paragraph 2915.1 (a) herein, except that the spacing of posts may be increased to 5 feet -0 inches and 6 feet -0 inches on I'0,� centers for these heights. a ' 9 N � moi m 0,40 fi(.. a 9C> 1 QL — 4=T2OF2 ,0.43 N kk C4- l-*. � 's T 1 ALLY. Nc. Lb. •64M 'iRVLY PLA"R-b 333 PALMW AVGN.G CORAL 4AU.0 FLORDA "54 (905) 444 -7692 P= (954) 779 -32W 6R \VP 005) 441-6 194 FAX A WOR4 _ACALC �, �f ^► GY y D p• � H v ' LLgJ0' 6F ,5LRVCY ABBRGVIA'jMb " A ARC RsTAWS A/C.... AR C0OQI7M q CDJ... caw=TC i%AM 67RUCRRC r C CALQLATCP COQ.... CATCU DAM AL.. OVCRJCAP UTLRY Ltt 0. Ct.CAR CA.... CCNr" LNG PCL. PONT OF COWAM chat r We LICROACI►LNr P4... PMT OF QRVATLUL POIC PONT OF CAOFAXAfWT FP FA10 ROW FM POA PANT OF W4"IG DLK.. &A.W4 011 V"UMY W14 W,AY=KTCR CU....C1MWftTAMM PD PLAT OOAC M. — PL.. ORANAM LAbCWM PA. MA%ATY LN: eft. Ca taLr- FA.... FRL WMARr tP UrLrry POLL FP..... FAW R..... RARU CERTIFYTO: Jeffrey J. Yea &vivienne 0. You .V ...01AT04AL 4-PLTC VLRTCAL PATLM Me... PAVr OF wkazt C1RVAT RAP... RAPAL Row w4OFWAY ev.. _.CT"pm KWIC .. '.ALW/AIC uC... UMrY LAbuf Wr LEGAL DESCRIPTION: Lot: 21 &W 1/2 OF 22 Block: 123 SubdMal0n: An Amended Plat Of Section No. 5 Of Mend Shores According to the Plat thereof as recorded in Plat Book: 10 Page: 47 Public Records of DADE County, Florida. ADORED: 83 NE 103 STREET MIAMI SHORES, FL 33138 Encroachments Noted: N10 a LD �FTCi�� 1 F N a AuCb..ml.wa•ramdm . v".Irm Nrnmandgyan,smra Frro,n.r1p q1 VWarrM�Wt4rrm h TMharaftllWweYMYatlYfa•tlwroApM rdyratseiwefyUioaapr�ar, pruror MrWarYsalathdrNBrtlpi. AgaNr �w.d r.r.,.p.r,aima,ppvw ar�w. �fMG ar•aFxNYm C1 Cmwa+r+r.mm..aaaAwmraBrra r�1..r..,. rnTO•fkodYd�WrNmlrrrdr nftk " tliatbn.hnardpopwgr. s••imNr6r Naa flrrq m amo..m dr. m o.ao.4idq rm. P.. Wf Rraim• rnaeerm.m�wr..m..o 1d' ■n drranreralw nom..L.m m rM rNd.ra., n TNrlrrdpYW Nrr�rrnrnaNOPr'Ur Mptl dggipUm rd ra W r r m rmr W p a arms aN YY an arils a4nplad. H UMr9drd�aarhmmLaOaapmbrrd. NlrraeaetON�tLN1 ar�Yr�rnrtl Irrr are � alainan a.a,Neu.m,. am as kex sp W a 0ord a laoa iuwp iadr O70•.TF'Ia1AAaatlnl pCab jST' toB�a 4Tfk:0 R L NNrrw . .a...rri. �aese ®w%kft% nwr.mNAmAu �NRIPMOY7R89dG11 Noire I. WSW ^ eNAOROANTOANAMANP MNN WM Uf'P1An 2. PIMI BAM.BANATNMA161�N.O.V.0Ion. 3. TM 8MA@M N kWa W&T. SLIMT N OF 4— FLOOD z0L x Tilt ins �A� — ✓Tib LS NOT A FLOOP HAZARD Z&L PANCL NO. 83/J GOMJTY 4h 120852 DATL. OF FgZ4 07/17/1885 6A_'C FLOOD• N/A %511 FLOOR, N/A LO T N/A '( oN I l- 2S- D6 71AE a uV , o--ry ty - ====TUaC VJAS � i�,o7 }�IS111..a�1Was 5L —Ao&T 0LiS Folz wTU P-t Ak- D rSo L fpm or - p E 1l�loaw� MA of Iz3 l I I I I OI Dr y ' 14 -tLwa—v0w 5 sNowli TuUS(.Y 2. 5 4 of oiLis 1d -, 17G• g.►..I.0 Q -56"7. EL- 1O.G4, WE 1041" S7', 29' 59vro a1r �.. N LAIAmI 4kA - 14.%'PV&V af, was T 0Me— PIL P<V * Pit. NAIL- 4 BAA" Wf saa_ IQ COwf, GJKE• NaT &DGrlL 0r.1444,.Vl Cd.P C�pt 1 TLOM46 1 KQ_LY.1Jc. Lb. #6486 15I J2VC YOR_ _MAPPLR� -L.APb PL 14t2b 333 PALMW AVL" CORAL 4ABL." FLARDA 93134 DAM Cws)444 -7692 BRWD (954779 -3288 vADC FAx (w5)44i-6494 eawo FAX (guy/79-526o ATG FLU NVOR4 .5CAL L ) _-ka CY . 11/25/1888 1 "a 4i� 88.3875 turr-vtr(ow. AjI DRIUt- /W ^ PPF_ L, �� eiepnone: (.3ub) / yb -L6u / ....Fax: (305) -756 -8972 COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, T7f j �Y �� CJ , hereinafter referred to as the Owner of the (o ner) following described property: Legal description/folio#:/Q �® Lot �i�2 ® rP, Block Subdivision +t» the P1 a* o 4; (Q Tax Folio #: requests permission to install: [ ] Asphalt concr , rick pavers [ J Landscape [ ] Other p4WA43,3 0 6, 103 within the public road right of way of (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: l . To maintain and repair, when necessary, the above - mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid.. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on thisZ day of_Jrwkw, l SIGNED, SEALED AND DELIVERED in the presence of; w JEFFRY J. YAO = MY COMMISSION II CC 769887 EXPIRES: August 23, 2002 ftWed TWU NOWY PLVX UWWffitem ~'•1 , � °} j.,� t f.�.i i�'11kL1� �r1 u i It ` �7 I NU, SURVEY NO-71Z& 10 wn a i e e §URVEY014 2 �e��4 LANO SHE�t— OF Z ..._. • j t 1 J •. • r .1 . I •1 s r. ., I � o ri / Cwt f , Ik f 3 �j Lv - I � t S 1 . o 0 ILL 8TAMP6D CONC. je Wig fiber 1a� if Ire lko�e >� d N1 P /� (1 l r. re 1 �q D lam ' ti • 1 :: VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT I being the legal property owner, for the property Located at: 3 �� (D3 ✓� 54%-C' Legally described as y y t VD P2, X22 G: 17---Z, aY400 p pur Ste. No•5. 6r Mimi 40W 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), end I have read and understand the following disclosure Statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear m person to complete all applications. l 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 construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. t 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 Iicenses required by state law and by county or municipal Iicensing 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 Ivith- 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. Tlie foregoing instrument Was acknowledged before me this 12- day of T . ,20 By `AC) < who is personally known to me or who has Produced ® as identification and who qid take an oath* OR A to PR Mctf .,, 9 8$8 Miami S4orej 11illaae L 0 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305).795-2207 Fax: (3051.7 -8972 COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, J V&4 S, YAd , hereinafter referred to as the Owner of the (owner) following described property: - Legal description/foliog: Lot_ WYL 0P ZZ, Block VL•" SubdivisionIV &A[ W. off' tio• 5 /UIjW) SKpU Tax Folio R: requests permission to install: [ J Asphalt, concrete, brick pavers [J Landscaping [ J Other within the public road right of way of X3 &E 103,go sT ^`C" (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way, If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being. placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with'tiie land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE roffiis 4 Z day of -�- \/ (7j SIGNED, SEALED AND DELI VERED in the presence of: V r AWA # DD476455 Expires: SEP. 27, 2009 Bonded Thru Atlantic Bonding Co., Inc- . `S�ORPS Lf AFFIDAVIT The undersigned Affiant, JAY J - YAO , does hereby attest that the (property owner) attached survey, performed. by `� My) A& J-,ilsb� . (name of surveyor's company) performed on t 'Zr 9 is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Witness(sign and print) c Affian erty er Witness(sign and print) SWORN TO AND SUBSCRIBED before me this Z— day Affiant is personally known to me, ` produced l as identification. .1-1�11' 0# QM CoMmhil0n # DD476455 ]ping: SEP. 27, 2009 Bmd@d Thft mgt BW" eb:, ine: 0 ZONING CRITIQUE SHEET JOB ADDRESS: 9-3 A19 I APPLICANT: APPLICATION: Q_ ®Laces �rC,s�, ,n c, co s DATE 1al15 PERMIT # )) 7 2 COMMENTS mrrraLs mss_ NING JOB ADDRESS: 9-� /t1 C� ) 0 APPLICANT: V APPLICATION: PERMIT # i DATE COMMENTS /� Y 7 Lr..s �`R M,— Y`+ J• O i'0. J 6' A r\ e d .s /v> 1 m INITIALS • 'rll�ll "M. Ap. C'. .... Ifr. 1 IV/ R •w CEiMM. ism" J. Yao & limmm 0. Yoo •• •�•,rr. . . •• •• 1.;-4Ub OF -%AVkY AWRC VIAW95 a • mu RST44aG "uc . m cd1vrpw e • • • CL cunt to .. 4NRa vt CM uwmatucAr sr.. POW d► cravat to rory *m -L •ou . Patr a KAMW on NFA dWt dM W&M WWA Ps RAT WK M MLAMMM PA.. PROPCtt7 LOL C&C .. dPW Mt6 UP LmirYPAL ry....rdm • ••• • • • • CEiMM. ism" J. Yao & limmm 0. Yoo SL=T I of L- FL.DOP ZOO X ._.._TUb Ib A FL 40oD ..nTub 0 WT A "OD IIAZARp ZAt PAWL MAL 93/1 COW"* 190969 PAM OF MM 07/17/1896 bASG f UM N/A f KW flAM N/A L^VL.A)T N/A AN OWL ADO: MIAM1�9 8,1=L 35136 ' OP 1 1" 15- 96 7UE aJLV A(-7-1V LocAIW ` MI :k E1. 1&T lOf., FOR M1i'U w- . C tk 101S OL lvpAo%,6uaurs wwa Dpo rm A-r Tull' ��"��• t .m�ewaw�tpew�.as,ea �e..,.nw�„ w maw.eww6l,rmwn.e. � -y.ro. PFit,F /�IDgO �.anwM aswprw,. ieayw Wew.r,wwMmwr! w�aswM. � to ,a.sewwa,rM�eaannsw..s.m.ewre� Mm«uav�MwiM /�em,eel,llrlM MM w luo Iw/Itlrlw�. M1ati6vww�jr Ww �w�aar»wrm.ewrarw�.a�m Mme. L7 n.�•.r.r�..a..a.w.wm.,w.w t. IO�UO, aM0��40dMddl1;d00 olI�YW �IIY'p. t. MA�LMA I.aOYll710M�0lOOOiN.f.Y.09t�. a. n.eRe•�ma�rwwne+i F115 >' I. f1wAll()us SAWIJ TuUyI.l 2. a1 Or OR.i6Id Pr,.8.1.E• 0 r;:L° IO,Sci UL'- 104"" S- T, 29' WUTN W I,. N, WOW M!E -' 14 S' yt "'t #P Wgsr Wao, .f IVA-,4 ft .- Mdsk. 4 BRKS N65gl:[. JiJ W Cat t, CSI NA A' KI LDWL ors 1164,01 CA.P' lt&" k . .. Tt OMa .5 .a 4LLLY, WC Lb +6446 .x�tVCY PL.A*tR.S 395 PAL.GRlHO AVG" CORN_ CAd.GJ. fLOMA 5-064 OWL W-"A d-7W MWO (9547r>-MM PAM FAX 0OgM&-U94 MwV FAX M4 /79 -3260 11/66/1996 I 1"= im 1 68.3676 trlwrc SAY •• •�•,rr. . . •• •• • N.4 :.W►11 MLGAtLT+tK0.41Ca -"TIN 631""°kl°"• • • • Goo ®®c .. mw a 4040WISAr oiv M*N d WAY :C11 ..... CANOWTlAX • - 0 dab •asOKiltO •OG.•. iL4 Wo • ip••. TOJeI/0i 000 Al. rML ler mtANr Pk. AVLW" a.. mu®eiD tt... Yi> 1rY �1RKT • ••• • • • • •• • 0 • • • . • 00 SL=T I of L- FL.DOP ZOO X ._.._TUb Ib A FL 40oD ..nTub 0 WT A "OD IIAZARp ZAt PAWL MAL 93/1 COW"* 190969 PAM OF MM 07/17/1896 bASG f UM N/A f KW flAM N/A L^VL.A)T N/A AN OWL ADO: MIAM1�9 8,1=L 35136 ' OP 1 1" 15- 96 7UE aJLV A(-7-1V LocAIW ` MI :k E1. 1&T lOf., FOR M1i'U w- . C tk 101S OL lvpAo%,6uaurs wwa Dpo rm A-r Tull' ��"��• t .m�ewaw�tpew�.as,ea �e..,.nw�„ w maw.eww6l,rmwn.e. � -y.ro. PFit,F /�IDgO �.anwM aswprw,. ieayw Wew.r,wwMmwr! w�aswM. � to ,a.sewwa,rM�eaannsw..s.m.ewre� Mm«uav�MwiM /�em,eel,llrlM MM w luo Iw/Itlrlw�. M1ati6vww�jr Ww �w�aar»wrm.ewrarw�.a�m Mme. L7 n.�•.r.r�..a..a.w.wm.,w.w t. IO�UO, aM0��40dMddl1;d00 olI�YW �IIY'p. t. MA�LMA I.aOYll710M�0lOOOiN.f.Y.09t�. a. n.eRe•�ma�rwwne+i F115 >' I. f1wAll()us SAWIJ TuUyI.l 2. a1 Or OR.i6Id Pr,.8.1.E• 0 r;:L° IO,Sci UL'- 104"" S- T, 29' WUTN W I,. N, WOW M!E -' 14 S' yt "'t #P Wgsr Wao, .f IVA-,4 ft .- Mdsk. 4 BRKS N65gl:[. JiJ W Cat t, CSI NA A' KI LDWL ors 1164,01 CA.P' lt&" k . .. Tt OMa .5 .a 4LLLY, WC Lb +6446 .x�tVCY PL.A*tR.S 395 PAL.GRlHO AVG" CORN_ CAd.GJ. fLOMA 5-064 OWL W-"A d-7W MWO (9547r>-MM PAM FAX 0OgM&-U94 MwV FAX M4 /79 -3260 11/66/1996 I 1"= im 1 68.3676 trlwrc SAY 1`' • • • • •'�i `,, • • • � •�• • � • • • • • � • • ♦ • • • • • • � • • � -, t '� ADDRESS 83 N. E. 103rd St. LEGAL21 -IF21--22, B1k.123, M S S #5 RECORD GARBAGE TAX OCC 3-24--50 PAID BY - - YEAR -- ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER J. D. Prior o) 3/ S-0 9.40 -,6- b o 46-166 I �� OWNERS NAP& -e '' PRESENT ADDRESS LICENSE NO., PHONE NO. PRIOR, J. D, .,�. , . , 119 N, 1, 50th st JOB LOCATION (ST. OR AVE-.Y -.LOT -- - = BLOCK =- -- - - SUBD#V4SION - - 83 N, E, 10,W St.:- 21&Wj 22 123 M, S. sect. GENERAJ- CONTRACTOR ADDRESS' PHONE NO. LICENSE�0. �� - 119 No w. 5Ath St. I 33�7 O-B BUILDER'S BOND BUILDING PERMIT NO. 8218 {� A I DATE /1.ykg 1--PERMIT FEE $ 1504- p Q %jig ( NO. 872 DATE 7/ 13 77 c °- ZONE - °REQUIREMENTS- - -' - 18,500' -= Cu. =F=T-. I PLAN CUBE 249670 -- CU. FT. _7 I EST. -COST $ 1 A 1w *DO -- DATE - -- - - - - DRAWINGS SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION a I NEW CONSTRUCTION CBS .. CBS. A,.,1, y��,N 7..., 1,. I 1 Ile - _ Yid + 20=8 � P+ast@w ��Is DESCRIPTIIOwN,� REPAIRS y' Din @� phi T Q_ ILlQ Re - Din Em - Kit -� Jai. Prch - 3 Bed R� � 2 Bathe DESCRIPTION ALTERATION ADDITION - APPROVED REJECTED REFERRED TO COUNCIL I REASONS SUBMITTED TO PLANNING BOARD . RE- SUBMITTED TO PLANNING BOARD REMARKS SUBMITTED TO VILLAGE COUNCIL � -GESSiF1CAT - OF-OCCUP_ANCY NO. ISSUED - BY TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES V(TCL -AGir' -"r" -ZAJJ l S'C. 8 BUILDING: INSPECTIONS INSPECTION'S DATE BY RE-INSPECT BY RE- INSPECT BY FO N ATION Q BEAMS & LINTELS , FRAMING 12/1/49- d+n+ oement Flobr ] IQM JM1 Slab Gi3r. Vi6Acl FINAL O JDI� C AN +UP PLUMBING PERMITS & INSPECTIONS ' CONTR CTOR Ls Pannell PHONE PEgMIT.NO. DATE 10211JA 11 I FEE -$ NEW BLDG. X I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE TEMPORARY SERVICE $ SEPTIC, TANK $ SEWER,$ SOLAR HEATER $ GA $ $ INSPECTIONS DATE BY RE- INSPECT BY REINSPECT BY ROUGHING GAS SEINER SEPTIC TANK 12/1/49 SOL R HEAT R FIXTURES 37200 Jim E,,�,LE'�CTRICAL PERMITS & INSPECTIONS //��, CONTRACTOR ,OWnSr PHONE PERMIT',NO.' 2 DATE 11 l9&j FEE$ 1 NEW BLDG. X ALTERATION ADDITION: REPAIRS SPECIAL, PERMITS PERMIT NO. DATE EE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ { MOTORS' $ FIXT R9S $ INSPECTIONS DATE BY RE -INSPE BY RE- INSPECT BY TEMP. SERVICE ROUGHING WI/49 -H. W, HEATER NN RANGE CONN. FIXTURES & FINAL 31 501 JM I APPROYAL TO POWER CO. FOR SERVICE DATE 242j 50,r BY is MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194 ELECTRICAL PERMIT N° 828 Contractor's PLUMBINC' L' ense No. _ Work to be performed unde this Permit` Owner of Building / Architect t ` Contractor J or Builder 1,�,"� - °�—" Legal Lot Bl. Subdi- Description '1 / �, .: vision �- Address of ]] t '/ Value of f "�' Amt. of / A R,,;lri;no/ 'i ✓ r.'_K�. Proiect ! J,� t Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans drawings or in th statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. a Signed: r *- By INSPECTOR In consideration of the issuance to me of this permit I agree to perform :,t work covered hereunder in compliance with all ordi a ces axed regl�ans;ri pertaining thereto and in strict conformity with the plans, drawings, statement,i or specifications submitted to the proper authori�igs of , iami or 1 e + In accepting this permit .I assume responsibility for all work done by either myself, my agent, servant or employee. ONT CTOR OH BUILDER BY AUTHORITY CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla., Owner, Agent or Tenant of Building Lot f Block Subdivision Street Address Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named` for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIV N MIAMI SHORES VILLAGE. FLORIDA /... BUILDING ❑ ELECTRICAL DATE 195 PLUMBING PERMIT N° 5'7'7 4 Contractor's ❑ License No. ,. ROOFING [] ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Subdi- Description — Bl. — vision -- Address of Value of Amount of Building Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the respo sfbflfty for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the atements or specifications and that he assumes responsibility for work �. done by his agents, servants or employees. e Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA tUILDING 1ECTRICAL PERMIT N° 8482 'LUMBING Work to be performed under this Permi )wner of luilding "- architect DATE it Lj• L 194`. Contractor's License No. I ontractor "� I ,r Builder ,egal Lot 131. Subdi- )escription vision address of '�•-� 4= � Value of II Amt. of Z Suilding * �-�— Project I Permit This permit is granted to the contractor or builder named above to/construct the building or to install the equipment or device described in the appli- ation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any Tans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked t any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this ermit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knpwledge of the ordinances and gulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificatio s and that he assumes respon- bility for work done by his agents, servants or employees. Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all trdinances and regulations ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING El DATE ELECTRICAL 11 PERMIT N° 9173 Contractor's PLUMBING ❑ License No._ Work to be performed under this Permit Owner Buildin Archite - ontrac or Build Legal Descrip Address Buildin 195 of g — ct for er Subdi- tion. Lot I Bl. vision of Value of Amt. of a Project $ I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and re pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sulMed to th proper uth Ities of mi Shores In accepting this permit I assume responsibility for all work done by either, myself, my agent, se r r; . +' CONTRACTOR OR BUILDER BY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and re pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sulMed to th proper uth Ities of mi Shores In accepting this permit I assume responsibility for all work done by either, myself, my agent, se r r; . +' CONTRACTOR OR BUILDER BY I ' , ~ 5 7� MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT rAion Date - - - -- JT -`her eby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, ns of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at bud >ng during progress of work. Owners Name and Address__: No. ------------------------ Street I- - Registered Architect and /or En in er _ Employing Plumber's Name -' 2 > - 'Af - No- - --- -- - --- - -- -- - -- -------- Street - 1 Location and Legal Description Lot_____ _ ---------- ____ _ _ Block______- _________._ ___- -_____ M/,- � -------------- -- - - - - -- Subdivision - � - - Street and Number where work is to be performed-No -------- --__ ----------------- - --- ,--------------------------------- Street____!__!__ Z:a.___-____L()J___ _ . __,________________ State work to be performed and purpose of building (By Floors)------------------------------------------------------------------------------------- ------------------------ - - -- -- `-------------- New Building----- `'- ----------------------- -- - --- Remodeling------ ------------ ------- -- - - -- Addition ---------- --------------- Repairs------------------ -- - - - - -- No. of Stories---- /------------- - - - - -- SizeSeptic Tank ------ iD_4 L------- --------------------- - -- - -- -Type of Tank ------------------------------------------ ------------- - ----------- Capacity Gals.---6 --- q--Q ------------------------------ Feet of Drain Tile ------ 1_4- __C)_.._ _`________________________Dist. Feet of Tank or Drain Field from W . _________ - - ------------------ Nature of Water Supply: City-'W•--.-- �F--O ��:--------- -- ---- ------------ - - ------ Size of Soakag Pit - - -- - --------------------------------- -------- ---------------- - -- - -- Amount of Permit The undersigned applicant for this building permit does hereby certify Aat14efi-tands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be perforemed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, are licensed by Miami Shores Village. ` ...� - ( Signed) / - - -- °_ -- - -- --- - - - - -- Master Plumber. STATE OF FLORIDA, SS. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_____________________________________________ ______________________ ___ ______ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBS SHOWERS TORIES I SINKS SINKS TUBS URINALS BASIN DRAIN FOUNT'NS FIXTURES LIST .,... ( •y _ CHECK /7,5 7 ) j SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SW IM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK SizeSeptic Tank ------ iD_4 L------- --------------------- - -- - -- -Type of Tank ------------------------------------------ ------------- - ----------- Capacity Gals.---6 --- q--Q ------------------------------ Feet of Drain Tile ------ 1_4- __C)_.._ _`________________________Dist. Feet of Tank or Drain Field from W . _________ - - ------------------ Nature of Water Supply: City-'W•--.-- �F--O ��:--------- -- ---- ------------ - - ------ Size of Soakag Pit - - -- - --------------------------------- -------- ---------------- - -- - -- Amount of Permit The undersigned applicant for this building permit does hereby certify Aat14efi-tands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be perforemed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, are licensed by Miami Shores Village. ` ...� - ( Signed) / - - -- °_ -- - -- --- - - - - -- Master Plumber. STATE OF FLORIDA, SS. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_____________________________________________ ______________________ ___ ______ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT ' Permit No---------------------- - - - - -- - -- Date--- - - - - -- 1i - - - - 12. I n.... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division IIZ.,pf Miami Shores Village shall be compl• with, whether herein specified or not. A copy of approved plans and specifications must be kept at / building during progress of work. '' / 3 Owner's Name and Address-.---- r - - - -- -- I -D ---so=--------------------------------------- Street------------- ------------- ---------- - - - - -- egisteredArchitect and /or Engineer ..... -------- -- - - --------------------------------------------------------------------------------------------------------------- '5 53mploying Electrician's Name---- -------------- - - - - -- — — - -----------No -------- - ------------------------------ - --- Street --------------- - -------------- - --- - - --- — �p Oa cation and Legal Description Lot ------- - ---------------------- - -------- -- -------------------- -- Block --------------------------------------------- Subdivision --------------------- � �1�. �..�- - -1_n � Sz- ------ t and Number where work is to be performed—No ------------ -__(/ _�______________________— ________Street__ ____ _ _ ___ --= ___________ te work to be performed purpose of building (By Floors) ---------- ---- ---------------------- - ------------------------ - ------------ - ------ - -------------- - ------- ---------- --- - ---- - New Building------ - - - - -- - --------------- - - - - -- Remodeling--- --- --------- --------- - - - - -- Addition--------- ------------------- - - - - -- Repairs---------------- -- ------ ------- - - -No. of Stories---------- -- - - - -- -- Service Overhead Size Feeders--- --------- - - - - -- Conduit------- - - - - -- -Main Sw.-- ------------------------- Amps ------------- --- - -------- Main Fuses -------------------------- Underground A# Type of has cbrr wjrk& a arW 40 17 STATE,P11 Tubing -------------------- .X.L ---- _ ---- -------- Metal Permit Electrical Inspector. iersigned plicant for this building permit does hereby certify that he u erstands and accepts his ob ' ations as' an employer of the Florida Workmen's Compensation Act, being Section 5966, Co General Laws of Flori ermanent Supplement, and i with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the )erformed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices •ed by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are Miami Shores Village. - ------ - - - - -- ---- - - - - -- - -- - -- (Signed) -- --- --- - -- -- -- - --- � Master Electrician. } ss. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally well known sand who, being by me first duly sworn, upon oath deposes and says that he is the_________________________________________ __ ____ ___________________ ______ above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRIG, IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T'S NO. LAMPS OUTLET OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER LIST "� ` CHECK H D =_ (© ii r O Z. ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL SW. CAB. TEMP. PERM. 0.1 HP 1.5 HP TRANS. LIST CLIST i� CHECK —7410' V U I C% Service Overhead Size Feeders--- --------- - - - - -- Conduit------- - - - - -- -Main Sw.-- ------------------------- Amps ------------- --- - -------- Main Fuses -------------------------- Underground A# Type of has cbrr wjrk& a arW 40 17 STATE,P11 Tubing -------------------- .X.L ---- _ ---- -------- Metal Permit Electrical Inspector. iersigned plicant for this building permit does hereby certify that he u erstands and accepts his ob ' ations as' an employer of the Florida Workmen's Compensation Act, being Section 5966, Co General Laws of Flori ermanent Supplement, and i with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the )erformed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices •ed by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are Miami Shores Village. - ------ - - - - -- ---- - - - - -- - -- - -- (Signed) -- --- --- - -- -- -- - --- � Master Electrician. } ss. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally well known sand who, being by me first duly sworn, upon oath deposes and says that he is the_________________________________________ __ ____ ___________________ ______ above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 13 5)756.8972 r E" �VE6 Permit No. I(S _:> — I I-1 I PERMIT APPLICATIO FBC 2001 CSI Master Permit No. `1 Permit Type (circle): Building E10 trical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) .%Wb y ,TC" . T. A Phone # (3OY) 7Sy- 9-Z Owner's Address 85 N ia 10,3 e d City ►Aj& x. 62 State � -? _. Zip 32✓ r s �' Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO >4 Contractor's Company Name Gl 1? Phone # Contractor's Address City Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) State' Zip Certificate of Competency No._ Phone # $ Value of Work For this Permit Square Footage Of Work: `7 2-0, Type of Work: ❑Addition,�9 ,�C ❑Alteration []New Repair/Replace El Demolition Describe Work: C�JCJZ w JA Submittal Fee $ Permit, Fee $ l 7i� CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $ /—I-T. T . (Continued on opposite side) Technology Fee $ Zoning Bond Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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..... OWl' * 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 "Ow�er Signature Contractor The foregoing instrument was acknowledged before me this day of�p %, > 20 bT , by who is personally known to me or who has produced ' As identification and who did take an oath. NOTARY Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced NOTARY PUBLIC: _ Sign: I1S Print: as identification and who did take an oath. Expires: 1u105, 2007 ` My Commission Expires: OF F�OP� Bonded Thru ' * * *AthwkAHondibtgftt*,t* Y -,j Plans Examiner Engineer Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address I Legal Description,_ No, 5 0 S- WiCAn) Owner / Lessee / I Tax Records 0� D64 Eoun� r%foril,. Master Permit # D� Owner's Address 9-3 N9, "10—;3 Si"ft�� �.i i Gm, rts,ki333131Phone 30s'�%5 -q -9 -63 Contracting Co. 'J' 4-n m b 1 rC4 hG - Address_ 353 N W 4's T-LA k4 AamiF133M Qualifier kl� _ SSf , Phone �� ' oZ% - 26 State # � -C Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address_ Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTP of d, aaa,c K `' 1 AJ F i /► Square Ft. f4c I + Estimated Cost(value) c ;2 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as 'indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informs 'on is accu ate and that all work will be done in compliance with all applicable laws regulating Vrrtl. d zoning. Furthermore, I authorize the above named contractor to do the work state Sign at ofer arid /or ndo President Signaturf of Contractor or Owner- Builder Date: [ Date: otary as to Owner a d/o ` .�..,... Notary as 1 er My Commission Expires: SAWRAB•i:RANKUN My Comniss o it FERNANDEZ r MY COMMISSION # CC 970057 EXPIRES: January 22, 2005 ,�Y COMMISSION # cc 75867 aatded7latrNa6vy NctkQenrrNent 1pEOr ° EXPIRES: 05/272002 ** * * * * It * * I -A t}? -* r;,RY F!#Notaty Scrv*3 & Bondin o. ** FEES: PERMIT RADON C. C. O NOTARY °' ^- TOTAL DU APPROVED: (L. b4/1✓4 � Fire Other tr=Zoning_ 7 Buildin Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date PB A 0 Job Address 83 A) C /O 3 5-r Tax Folio Legal Description tc,-r Z 1 L 123 Historically Designated: Yes No Ovvner /Tenant— J,9- �Q CJ Master Permit # Owner's Address 7 a O /U -S 5 Phone - 5 L! - Contracting Co. N iz-re-m i s* rt m - Address P bo,r Qualifier EdLia rc� L}a� /& -z . SS# . Phone 27-1-0-L/ y State # Architect/Engineer Bonding Company Mortgagor Municipal # 600o / 719 3 Competency # Address Address Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION W 0 0i (ew,, c..e Square Ft. -L0 O 'LlF Estimated Cost (value) t 2 0 60 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR 11"ROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. Furthermore, I authorize the above -named contractor to do the work stat v Z J� l 8 Qv Si e—OfrolXi aiwor OM&P ident Date Siefttute of Contractor or Owner -Build ate Notary as "RAR L to Notary as to My CommYTTE VALD My Commis LIC STATE FLOR DASSION NO� C-0 II,- MYCOMMKI;IONT FXT;_ ITIMP 14-Mill? or FEES: PERMIT RADON C.C.F. NOTARY BOND APPROVED: TOTAL DUE Zoning '�'- 'Building Electrical Mechanical Plumbing Structural Engineer MAYTTE V. r IA p [f 6 Tax � .h. u Conveto F K R d' z 7 77 w + E ! PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /G AT j / Job Address U -? A46 ZQ .? S' i Tax Folio Legal Description (�e/ Lessee / Tenant � 0 Master Permit #� Owner's Address of 'Mc Z0,� oe Phone-2,C 9� Contracting Co. A d A(4 ,Wr,/ �ic�` /"�.�Cg Address /�'79 ovie Qualifiert/A /t �A Jr v,, P SS #,? hone 94 -4, 7:2 State # Municipal # Competency #I Ins.Co. 6,9,4 d Ym L 69 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN A !i WORK DESCRIPTI e0. Square Ft. Estimated Cost(value) Z, 0� 0 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Fu hermore, I authorize the above - named contractor to do the work statedy�i� I� Signature of owner and /or Condo President Signs Date: Date: Notary as to Owner and /or Condo President My Commission Expires: Notary as My Commis FEES PERMIT RADON C.C.F._ r pf Contractor or Owner-Builder 1 .^i E -r i.•- «. Aiv a n.• • �r'� ci IZ� xpi`i e � s' ' SCOTT W DAVI$ z Q COMMISSION NUMBER CC255237 ICY COM4SWON P. ** TOTAL APPROVED: Fire Other Zoning_ Buildiniw Electrical Mechanical Plumbing Engineering 0 vel< pko LAL Y Y��O/ lv(,J 2 7,d IC9lfc/ /t/'o_ (;Z- -d D PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r DateffMp J 1 "ob Address NE 103VA STMar Tax Folio 213 � 13 0M Legal Description ZI of nol W !02- 2 l K I X-J T Y) S So-C- Owner / Lessee / Tenant lfY OMMMOM J. YA O Master Permit #. Owner's Address__ 8+3 NE 103rd MEET Phone 7S14 _920 Contracting Co. k1J1.ri4N% Q, AIAB* Address law OW IT, I iom ■ Qualifier, t6sL-16 9., v& cvtz SS# Phone State # Municipal # Architect /Engineer. Bonding Company Competency # Ins.Co. Address Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAYING FENCE SIGN WORK DESCRIPTION_. Ace CENTRAL.- AM CANDIrloN1NC, ilk_ IM U&iZ Square Ft. Estimated Cost(value) AN6 4so to WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signa o owner a d /or Condo President Signaturf of Con actor or Owner - Builder Date: vZ/��' /y� Date: o�./oZ�3 %Scf r' ,as to uwn HIW$o p gncio Yre _dent No ar a lder ssidWT WJa STATE OF FLORIDA y.. ssio ~S. DAVIS MY COMP�I SiN ®. CC1I93398PRIL 13, 1996 My COMMISSION E�(PIRES OF PRIL13�D1996 BONDED THRU NICHOLAS & CANNON AGENCY a NO. CC193398 * yr`; - -° �r° -�° * * * 4g. �,d° B(IDED THR�! NICHOLAS &CANNON AGENCY FEES: PERMIT * RADON C.C.F. 1r mNOTARY TOTAL DUE JOY 1 APPROVED: Fire Other Zoning Building Electrical Mechanical Plumbing Engineering 4 � s PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 Job Ad&ws 00? ' � fO 3 f % Tax Folio Legal Description Historically Designated: Yes No Ownerkessee / Tenant 011 C7 Master Permit # Lf 1 Lt-77 Ownees address 3 /o �'T Phone 7S u� q916 3 Contracting Co. O d,—" c + ,' N Address 649 O le f 1?5'11 -l. Qualifier -.►0" /c?' ss# ,: Phane gs'`i State # CCC OV2 7 Municipal# Competency # /7/ ins. Co. rf e.-fy -f X, lot.4 ArchitectEngin= Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION l PAP/ Ale v� Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contract to do the stated. ��9 9 Signature of owner,/anid/006hdo President Date Signature of Contractor or Owner- Builder Date N4&y as to Owner and/or Condo President Date otary as to Contractor or Owner -B Date My Commission Expires: My Commission Expires: hA4VRENCE IL KELLY :OMNOSSION # CCI# fXPKM MAY 44, 2D01 ARAM= DONDM co. NC- FEES: PERMIT RADON C.C.F. NOTARY BOND TOTAL DUE APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date -4171WJob Address 'i / �� S7 Tax Folio Legal DescrilStion Historically Designated: Yes No OwnerA,essee / Owner's Address Master Permit # L.4 ', J T7J0 Phone p Contracting Co. tj � t-' -�' {� C, s Address 6 5-- 1 s) , 2 b� 4 ),JAL,) n ,, , n Qualifier TUB G ( ), ZeW SS# � -�- Phone � ;206 State # � D C- Ds Municipal # Competency # �,t C AV -3/ y Ins. Co. Architect/Engin= Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1� _ WORK DESCRIPTION po 1 'TKb -`1/t t 0 Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF CON 31ENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and the attached~add 6n (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I d that s ate 'ts are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all k 11 be done ` co with all applicable laws regulating construction and zoning. Furthermore, I authorize the above - named contractor to do th k sta Signature of owner and/or Condo President Date Si o r Owner - Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor bf Owner - Builder Date My Commission Expires: My C --,ion,RNp ices: !-' 0 t_ i�Lvo kt O'077��r R MY Gomm"" Dt&G. '17,Qpp FEES: PERMIT RADON C.C.F. NOTARY BOND APPROVED: TOTAL DUE. Zoning Building Electrical %'� /�i� l/ Mechanical Plumbing Structural Engineer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address S--'3 M.9 1 03 S Tax Folio �� — Z 13; X1-3— ^ 0 Z Legal Description Historically Designated: Yes No- Owner/Lessee / Tenant Master Permit # Owner's Address 93 , Gs I (D3 Phone 30 f 7T V — F Z0 Contracting Co. :V ,Y --�r/ �/?/,�l`'/ �� �,' Address Cy /7//. / tf Qualifier A4de5 y Y 4� 1-,-JL V SS# �'— &/ ��Phone State # z�� Municipal # Competency# Ins. Co. Architect/Engineer Bonding Company • ZET. Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING AVING FENCE SIGN WORK DESCRIPTION ,� A. - T., /,& /, tf Square Ft. '� Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work� 11� be done in compliance with all applicable caws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do thg'�vo; . .T-\L Signature President Date Si Notary as to or Cando President Date Notary as y o sio ices: y r-cid of Contractor or Owner - Builder HENRY BRENLLA F. t My Comm Exp. 5/01/00 My Comm Exp. 5/01/00 � ,'r;i6u tied By Service Ins n OS r onded By Service Ins G,, -R_ 3'o. CC;552 147 2 / dl r JrsCnn'u Known --�" Known l ] omsr f. D. f 17 FEES: PERMIT C.C.F. 1 + NOTARY — BOND APPROVED: Zoning A4�' I I t- C) - Building �' i` Electrical TOTAL DUE Mechanical Plumbing Structural Engineer Date 3-10-99, Date HENRY BRENLLA or STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number r ....- - -- -PART II SITE PLAN- - ........................ Notes:— Site Plan Submitt ' �se-1 v SIGNATURE TITLE t Plan Approved Not Approved Date / A Leq ' { By — ' County Public Unit ALL CHgNGES MbST BE APPROVED BY THE COUNTY PUBLIC HEALTH UNIT I t HRS -H Form 4015, Feb 85 (Obsoletes previous edition3 which may not be used) (Stock Number: 5744 -002- 4015 -6) Page 2 of 3 M 4 STATE OF FLORIDA PERMIT 'p 7,Q a9 DEPARTMENT OF HEALTH DATE PAID /1-- 2-0 - 00 ONSITE SEWAGE DISPOSAL S I I FEE PAID $.J CONSTRUCTION PERMIT RECEIPT _?tg I -� -t1.00 •,` Authority: Chapter 381, Va -6, FAC CONSTRUCTION.' PERMIT FOR: [�'!] New System ( J Existing System 1") Holding Tank ' [h/) Temporary /Experimental ] Repair [ %y Abandonment [ /%Other(Specify) r APPLICANT:F C `/2 AGENT: 'PROPERTY STREET ADDRESS: LOT: � BLOCK: -,, SUBDIVISION:' PROPERTY IDs)) ! [SECTION /TOWNSHIP /RANGE /PARCEL NUMBER] ` 1 _ [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER lOD -6x FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL'OTHE12 i v> PERMITS 'EXPIRE ONE-YEAR FROM THE DATE; OF ISSUE. DEPARTMENT' OF HEALTH APPROVAL OF SYSTEM PO£aS NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY THE FPERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. r SYSTEM DESIGN AND SPECIFICATIONS T [Q,3 ] ['GALLONS / GPDj PTIC T /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN SERIES:[ G A '[ J [GALLONS / GPDJ CAPACITY MULTI— CHAMBERED /IN SERIES:[ N [ J GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLON J R [ j G NS PFrR DOSE DO$ING TANK CAPACITY DOSE -RATE [ ] PER 24 HRS NO. OF PUMPS: [ D' [ Q 7 ) SQ RE FEET PRIMARY DRAINFIELD SYSTEM R [ J S UARE FEET SYS EM _ A TYPE SYSTEM: [ j STANDARD [ FILLED [ MOUND I CONFIGURATION:. [ TRENCH [. BED JL a N wF LOCATION OF BENCHMARK: IELEVATION OF PROPOSED SYSTEM SITE [IN ES [ABOVE E ) BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ [I [ABOVE / LO ] BENCHMARK /REFERENCE POINT L r ,, / p d' D FILL REQUIRED: Jt / INCHES EXCAVATION REQUIRED: (o '� ]'INCHES OAR S —INSTALL on-rv)M T H -' E IT IB N 1 R VF,-_R T EL BOTTOM OF # rJC_•, SPECIFICATIONS BY: TITLE: ! CHD APPROVED BY: !AIL` TITLL: DATE ISSUED: - C'�'N�•� EXPIRATION DATE 10/96 (Replaces HRS -H Form 4016 [page 1] wh H ��P7�� q� SHALL PUMPED �q ON' THE Page I flg 2 DH 4016 ( P ON DEV1 0 � US (Stock Number: 5744- 001 - 4016 -0) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter IOD -6, FAC. DRAINFIELD: Minimum specifications from Chapter IOD -6, FAC. OTHER: Other specifications, such as operating permit requirements, low - volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. INSTRUCTIONS: f PERMIT NUMBER: Permit tracking number by County Health Department. APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character ID number for property. (Health Department may require property appraiser lD# or section /township /range /parcel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter IOD -6, FAC. DRAINFIELD: Minimum specifications from Chapter IOD -6, FAC. OTHER: Other specifications, such as operating permit requirements, low - volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date li 13 Job Address �0 8 ���.raY Folio Legal Description Historically Designated: Yes Owned.essee / Tenant ~ a Master Permit # -%- � -7 s V" ► 3 Ownet's address 83 Phone ?D Contracting Co. C' No w T-Jl LV—Address Z' Qualifier - C e' SS# - Phone 3,c State # Architect/Enginaer Mortgagor Penult Type (circle one): WORK DESCRIPTION Municipal # Competency # Ins. Co. Address 0r, 17 Address BUILDING ELECTRICAL PLUMBING . CHANICAL ROOFING PAVING FENCE SIGN &w�i✓.� Square Ft. 3 L-n—> Estimated Cost (value) 4 _ % 0 l WARDING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be,perfotmed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. Furthermore, I authorize the above -named contractor to do the work stated. g or ndo President to Notary as to Owners President Date My I�tary ' STEPHEN E COCKING ° S t a t® of F! 08!04!01 Pub•c MY Comm. Exp: $" �nm#t: CC669180 C.C.F. NOTARY Notary VCon�A�:YYt7� My Co ssion JE COAZa<+ F&ON NO, FEES: ! PERMIT 66. RADON APPROVED: Zoning Building Mechanical Plun Electrical BOND TOTAL DUE Structural Engineer Date /r - ,2a -ad Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Address ✓ /.�! ��f Tax Folio I o b l 0 a a W //a d 4--- Leo Description ® - L4 P I A. i ` Historically Designated: Yes Master Permit # ' Owner's Address � � �d�s `✓%�/ � J4 �hone 6,?OJ-- 2S 15�2 Contracting Co. 17-�947e f Address 1J'0'2 qualifier -- ��.�i/� � Lx2 SS # :?Phone2- o5- -Gr7 . State # 65rC 4 ) rd.J 61Iunicipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle on MgD ELECTRICAL WORK DESCRIPTION Square Ft bo ' Competency # Address Address Address (value) Ins. Co. ROOFING PAVING FENCE SIGN i�d�,�✓ G�/>�✓�. -cal WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EUPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a pemrit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 71"V- /Il/4-- Signa#0 o er Condo President Date Signature of Contractor or Owner - Builder to N&WErs to Avg g ' Date Notary `Date My Commi 1. s: � . My Co ,xPu91NITNONY C, PAZIE ' MY COMMISSION # CC 797145 �: MY COMMISSION # CC 797145 'EXPIRES: February 11,20M i EXPIRES: February 11, 2003 BunnSd Thru Notary Public underwriters ' ;gF_h Bonded Thru Notary Public Underwriters FEES: PERMIT S D - U Q RADON C.C.F.. _NOTARY BOND ' 2� APPROVED: TOTAL DUE Zoning Building (" Electrical Mechanical Plumbing Structural Engineer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 10 U3 Job Address 8.3/1% l03 Tax Folio Legal Description r Historically Designated: Yes No Owners / Tenant Master Permit # 7� Owner's Address 83 /VE Phone Contracting Co. /t/ 7Z LE`G%/ COir%% Address Z,4101,54)167- :Z Qualifier !� ` Tlld' SS# Phone .W 432 State # 4coaD16-1 9 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILD ELECTRICAL UMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value)? < ,e" - e9a WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. Furthermore, I authorize the above -named contractor to do the work stet Signature of owner and/or Condo President Date Si of Contmetor or Owner- uil Date 4 Notary as to Owner and/or Condo President Date Notary aito Con or or - Builder Date 01 My Commission Expires: My Commission O1h pG� ANGELA M BECKER 2 'f� coMMi 5*N eummR 4 CC766697 P MY COWAN" 6% w" OFF NOV. 13,2002 FEES: PERMIT �r�� RADON C.C. C.C.F. NOTARY -S '0 BOND APPROVED: TOTAL DUEA,C Zoning Building Electrical Mechanical Plumbing Structural Engineer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address T3 - N , £, I D 3 rd Sir Tax Folio 1 I '" 2136-013- Q1 Legal Description Lo T Z- Was r 1A Lo-r Z), Historically Designated: Yes No X (BL-00,4 17-3 Owner/Lessee / Tenant �'� r_- Q bey/ c� - Y,+ D / Master Permit # `T Z (D Owner's Address 8-3 ki. ia` - . / y 3 1-� . S Phono3o 7 • - -- 9 24 3 Contracting Co. ;r4 %L- GysrowCrt ® m �.O /1l _ Address �Z ISJ— / J * c�7'• Qualifier +/ C .ZD 41,%'Q SS #_ - ffQ3� T/ O� State # CC*_C /OD Municipal # Competency # Ins. Co. (.1tr- Architect/Engineer ZZ5r R 6 Address -<rO fr-0 -!�' Z /TU£ • 1FJ //i�fi1 Bonding Company d' i Address Mortgagor dA Address Permit Type (circle one : BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION D el-) 40,91 77D-,O Square Ft. 2J;t ;� � / Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above- ipame"tractor to do fie work stated. Of President of Co0ttrast6r or Owner - Builder Date y f'7,- 4q --� No6y h to Owner and/or Condo President Date Notary as o Contractor or Owner - Builder Date My Co ti ExOl tin Thomas My Commission E Madin Thomas tommission # CC 78 ?384 �s Commission # CC 787394 E>es NOV.1, 2002 E BoNCEDu 1+ EONDED THRti a1i mom AILA MC BONDING CQ.. INC. FEES: PERMIT RADON C.C.F APPROVED: Zaiing Building Mechanical �_w lumbing .00 NOTARY p-a BOND CIO TOTAL DUE Electrical Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address Z3 PC 1 O3tot �t� Tax Folio Legal Description I-r W S'7 Vz LOTZZ : 123 Historically Designated: Yes No Owner&essee / Tenant J J 6 AO Master Permit # Ll Owner's Address ��J N 7 dC4 i L Phone Contracting Co. W , � r C° (�E�1.C° �G� � } c G �'� Address c� I S hi L 1 Z 't S tr �c� /�d . � 1. GAS l r Qualifier SS# - - Phone State # Architect/Engineer Bonding Company Municipal # Competency # Ins. Co. Address Address Mortgagor Address Permit Type (circle one) BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN "0 V,;So WORK DESCRIPTION `fi) &Vj-r S11A by Square Ft. ZU0 S Q Ir"r Estimated Cost (value) _ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature r d/or 0ondo President Date ,;�ia U c 10 1U Notary as to Owner and/or Condo President Date My Commission Expires: OFFICIALNOTARYSEAI. DIANE L THOMPSON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC643637 MY COMMISSION EXP. APR 30 Signatur C n c r or ( - Build6o ' i Date ru Notary as to ontractor or Own lder Date My ComFdssion Expires: DIANE L THOMPSON ARY PUBLIC STATROF FLORIDA COMMISSION NO. CC643637_ -_ FEES: PERMIT RADON ` C.C.F. NOTARY APPROVED: Zoning Building ° / Electrical Mechanical ` � —Plumbing zp-�k Engineering i " 300 TOTAL DUE �i 9 PERMIT APPLICATION'vFOR MIAMI SHORES VILLAGE Date I Job Address O 'Kle /O 3 �- Tax Folio Legal l scription 49T_- 11 , 6k %Z3 Historically Designated: Yes No Owner&essee /Tenant ®W R1 A_ L—rtFr n M r) Master Permit # Owner's Address ��_ �� 77 Phone 7Y`( 3 Contracting Co. i 1= �I I n c� Address Qualifier � 1 f EG SS r S SS# - Phone 30J � 0 0 a � State # O G O 2 0 Municipal # Competency # Ins. Co. Architect/Engineer Address I �r w -7 D-J/ Bonding Company Address Mortgagor / / 4 / Address Permit Type (circle one) BUILD ELECTRICA PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1 t- -- G WORK DESCRIPTION I Square Ft Estimated Cost (value) (h 56m WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHAfRCAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and k wrl e e m compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named or o rk sta President asWCfwner and/or C y(*ft dent 6 Da M Commission Expire�yptaSHERMAN rY Public, State of Florida My comm. exp. Ma Y 24 203 0 Comm. No. CC819725 D FEES: PERMIT oVP - RADON APPROVED: Zaring Mechanical M 0 re � VNEA, &Xy,gofinnission Expires: I(ENN Notary p ETysH My co ubllc StateRtijAN Co m°�' oo, ay 29 r /da 9,725 Q03 C.C.F. NOTARY °O BOND% r TOTAL DUE mtrical Engineeringj� 0 PERMIT APPLICATION Mphst8l Vern�ihNo,'_ toy icjary PdrllilrNo. ••• • INSTRUCTIONS - The folloN6ng steps niust be taken to obtain a permit from thel\liami Shores Village: Step 1. Complete the attached permit application which must be slgped Rrcdi roQe' own& a ' Qyalifier, Both signatures must be notarized. Please print or type to allow for a more accurate processing of yourNijlic:tia �:If!oofii ort:All be done, a roofing application must be submit- ted along with this permit application. • • • • 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: Z � f - t Q a ST* ��� ALAI ,� U c.��.1 3� � - Address Apt. City State Zip Folio Number cription of Work IPA J�i� 4 M -- Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building vA k tl Electrical 0'3 5T S�eQ C Mechanical -� 2 Plumbing 3 0 L 1 J LPGX Roofing Demolish Fence Relocation of Structure Other Shell Only a, ARCHITECT Name N License No. Address Telephone Fax Zoning Linear Feet Square Feet Units Floors ue of Work 300 , Qo Bldo, Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (V) Chg. Contractor Renewal Revision Extension PROPERTY OWNER Name J'� �r vA k tl Address mi AhIt 0'3 5T S�eQ C Home Telephone -� 2 Business Telephone 3 0 L 1 J Fax TYPE OF MANAGEMENT (.0 New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name f A License No. Address Telephone Fax CONTRACTOR Name 0( License No. Address Telephone Fax Qualifier Name Page 2 : ; • • . ' • • • ' ' ' ' •' • PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT H'AVINQ 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 BE14AIN'I"N415JN k L19" NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIFa4"SHAL"1•"BEaP: FREEA0415IRTAND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BPW Q41VA•GEV B: �QIlIl MCNT 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, I' 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. S TATF� 9FFLJORIDA Y O MI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE A Signature o er Signature of Contractor / Qualifier 17' ( VI'e-P) X/a~ lin ame Print Name t a nd subscribed before me thi day of Swom to and subscribed before me this day of ture of N ry Public State hori Signature of Notary Public - State of Florida Asv Angela M 8 er SEAL: My Commission DD150048 SEAL: V4 Expires November 15, 2006 Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced:T L DOD _ b l ^ Type of Identification Produced: 11 INSTRUCTIONS: Please indicate the type of work beingperforkd;and qulwfity4es) in the space provided below. 1 ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. • T I PV CD) oe�, p 'anco • • • • Page 3 ; ' : . • • • • A/C Central 1 -3 Ton Drinking Fountain Fan • • • • ' ' Fire Sprinkler System Proce&%Ti sure Piping R Service, Temporary • A/C Central 4 -7 Ton Filter Replace Fire Pump PERMIT APPLICATION 11 INSTRUCTIONS: Please indicate the type of work beingperforkd;and qulwfity4es) in the space provided below. 1 ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. • T I PV CD) oe�, p 'anco • • • • A/C Wall/Win. Tons Service Repair Dryer Vents, Number of Paint Booth Ventilation, Cost A/C Central 1 -3 Ton Drinking Fountain Fan Barbecue Outlet, Wall Fire Sprinkler System Proce&%Ti sure Piping R Service, Temporary Bidet A/C Central 4 -7 Ton Filter Replace Fire Pump Pool Piping Outlet, Switch Sprinkler Repair Signs Cap - Fixture A/C Central 8 -15 Ton Fountain Fixture - Fluorescent Pump and Abandon Oven Sprinkler System Space Heater (kw) Cap - Water A/C Central 16-20 Ton Gas - Appliance Fixture Light Pump, Domestic Parking Lot Lights Supply, AC Well Spas/Hot Tubs Cap - Sewer A/C Central 20+ Ton Gas - Natural Flood Lights Pump, Fire Stand Plugmold/Strip Temporary Toilet Subfeeds, No. of Amps Catch Basin A/C Window Gas - Propane FPL - Load Central Pump, Re- circulate Posts Temporary Water Closet Swim Pool, Commercial Clothes Washer Air Conditioners Gas Piping Garbage Disposal Pump, Replace - Pool Range/Range Top Urinal Swim Pool, Residential Dental Chair Chiller Grease Trap Generators, etc. Pump, Sprinkler Receptacles Utility - Sewer Switchboards Discharge Well Clear Violations Ice Maker Heat Recovery Pump, Sump Refrigerator, Comm. (p/PH) Utility - Water Temp Serv., Construction Dishwasher Compactor Indirect Wastes Low -volt, Burglar Relay Repair Refrigerator, Domestic Vacuum Pump Temp for Test - 30 days Disposal Deep Freezer Interceptor Low -volt, Fire Roof Inlet Renew - Temp Service Water Closet Domestic Well Demolition Laundry Tray Low -volt, Intercom/Teleph. Septic Connection Repair Circuits Water Heater Drainfield, 4" Tile/Res. Dishwasher Lavatory Low -volt, Television Septic Tank Service, Number of Amps Water Heater New Drains, Area MECHANICAL T YPE, QTY. TYPE QT Y. TYPE QTY. '11 PE TY. Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons TYPE Drains, Roof Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Qrl-Y Soakage Pit Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Drinking Fountain Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Proce&%Ti sure Piping R Bath Fan- Vented, # Bidet Fireplaces, Number of Pressure Vessel I T- PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture Qrl-Y 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 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 RECEIVED AND REVIEWED BY: DATE: Page 4 ; ; • ••• • : ' ; g PERMIT APPLICATION OFFICE USE ONLY • � e CHECKLIST ❑ OWNER -BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) .. *,,(AtLVh)• (Attach) ❑ FIRE DEPARTMENT • ❑ 12S 7btlzu "ItOVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial / (Septic / tewerT multi - family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify & Attach) (Specify & Attach) PERMIT FEES $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 REVIEWED AND PREPARED BY: $ Ceo ^(M $ (sq.ft. = x/1000 x ¢.60) $ ,S'y0 SECTION BY DATE,, Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official (¢.005 /sq.ft.) (¢.01 /sq.ft.) TOTAL $ p > y b DATE: Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756- 8972 • http : / /www.miamishoresvillage.com Ml .1111 ►7111 11 U �s 11 111ag c Building Ddepart Feint 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I3UILD►ING ,C n� PERMIT APPLICATION � 00i FBC 2001 _ AFB Q 5 i Permit: Type (circle): Building Electri -' Permit No. _ 7`"d 7 r Permit No. Mechanical Roofing Oivuer's Name (Fee Simple Titleholder) ri(a I l� —' , � Phone # Owner's Address si i � 1 City M 1 R/'"h j State s Zip _3313-2 Tenant /Lessee Name Phone # Job Address (where the work is being done) E S City Miami Shores Village County Miami -Dade Zip 3) Is Buildiirg Historically Designated YES NO _ Contractor's Company Name 4�! b`I f �; _� Phone ## Cowractor's Address .,��, � � [_�. – �• 1 ` - C ily1 1 tir "1 l 1 State j_ Zip Qualifier . State Certificate or Registration No. 7 .. Certificate of Competency No. -�_ ('(" / o 1 o Architect/Eugineer's Name (if applicable) _ Phone # S Value or Work For this Permit c) Square Footage of Work: 1,1 Type or Work:' DIAddition ❑Alteration t _° ❑New / Describe Work; -C: r it e, 4 4 �1 `'�') �t �`t "CA Repair/Replace ❑ Demolition Submittal Fee S Permit Fee S ?6,c CCF S Z> _ Co /CC Notary S Training /Education Fee S ; Technology Fee S 2.5 , Scanning S 1 43 Radon S ''' Zonint ' Bond S --. ;ode. Fol'orcement S Structural Plan Revieiit. S >< >n�, . 'U a PAID total Fe. , Nov, Am iatr-6 on o'ratosir. situ � � � 1 ) t7 ,�' l d Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Tin .F Application is hereby made to obtain a pen-nit 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 estir promise in good.faith that a copy of'the notice of commencement and construction G whose property is subject to attachment. Also, a certified copy of the recorded notice for the first inspection which occurs seven (7) days after the building permit is iss inspection will not be approved and a reinspection fee will be charged. , Signature Signature Vier or Agent The foregoing instrument was acknowledged before me tl' day '?20 by The foregoing instrument was acknowledged before me day of 1 %i� 20, by value exceeding x'2500, the applicant must v brochure will be d livered to the erson rnm cement u t b ;posted at the b site In t b absen of S1 ch posted noti',e, the Contractor who is p on, fir,_ iown'to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. s identification and who did h ke an oath. NO Y U IC: NOTARY LI Sign: 4:: e"� Sign. ' in Print: Prir MARIA ESCOBAR My Comm r ry Public - State /off, {Fllorida My ;F is ick9: *kic is = • ♦ 7 � I Y 'A l%I -;�, , Commission # DD 354982 ��' �° .; ;�•' Bonded By National Notary Assn. APPLICATION APPROVED BY: Public - State of # DD 354982 AR 21 = Plans Examiner Engineer Zoning Cho 05/13/03 Miami Shores Village ' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION `~ FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 3 tj G City ��Vft� j Q I State Tenant/Lessee Name w j Electrical Permit No. P O S 4V7 er Permit No. Mechanical Roofing Job Address (where the work is being done) g3 fj 9- tO3 <z"I- City Miami Shores Villa e County Miami -Dade Zip Is Building Historically Designated YES NO )C Contractor's Company Name Hcco P-66- "/71 Gi Phone # Contractor's Address l7Q Z_-W i;, f City ""o, ftra -) / _ State jc%l�- • Zip 33 /5 c; Qualifier oqnbe,� Fs C,0 60,1— State Certificate or Registration No. 0 U 3 (p 5 Certificate' Architect/Engineer's Name (if applicable) �2 'y (OCT $ Value of Work For this Permit boo • 00 Type of WdMr -- Describe Work: :. kddtomition , ❑Alteratio'n z. Square Footage Of Work: 2.3 59 ONew Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 517 CCF $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ M (Continued on opposite side) CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State �- Zip 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 notic commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit E;N- the ?bsnq of :such pos ed notice, the inspection will not be approved and a reinsp tion fee will be charged. ; Signature Signature a er Agen ` 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 o has produced As identification an o d take an oath. as ide ification a d who did to n o th. N TAR OUBLI: NOTARY PUBLIC: Sign. Sign: Print: .•. us -, of Florida Print: esOct9,2008 My Commis o ?';`' M Co s s o; Commission # DD 3549$2 y �'�6pkmoct9.2o08 Ac CommiWon� #* DD 354 *��*t dilpt *354 * * * ** Y I fVatary Assn. APPLICATION APPROVED BY: Plans Examiner Engineer Chc 05/13/03 Zoning }