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1225 NE 91 Terr (7)PAY TO THE ORDER OF MEMO Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed:11 /27/2002 Applicant: ELLIOT Owner: PILSHAW JOB ADDRESS: 1225 NE 91 Contractor BLUM BUILDING CONTRATORS Local Phone: 305 - 751 -1546 Parcel # 1132050010240 Fees: FEE2002 -6765 FEE2002 -6767 Permit Status: Approved BLUM BUILD N.E. CO RACTORS, INC. MIAMI SHORES, FL 33138 Legal Description: WATERSEDGE Description Building Fee CCF Total Fees: Pnr...:a r-- --' 000 58 58 .1:066009 L Building Permit Permit Number: BP2002 -2047 00 PILSHAW ELLIOT TERR Contractor's Address: 275 NE 92 Amount $385.00 $3ee708-.- 15.00 00.00 TOTALBANK CORAL WAY BRANCH MIAMI, FLORIDA 145 -3271 633 PB 9 -141 LOT 28 & LOT 29 LESS E15FT BLK 1 Lh0 Total Fees: $0 c) -t Total Receipts: $0.00 5858 hv 1 3 2 inspection n herefor in strict compliance with all $ ONO ons that may have been submitted to the plans are changed without )ility for a thorough knowledge of the e assumes responsibility for work done DOLLARS LL C 0, N R BATH & CERATE NEW taining thereto and in strict conformity isibility for all work done by either Date (.b02 Legal Description 1 - 0 + - a c t J 61k 1 3,,Pb ) N6 ki Owner /Lessee/Tenet E I I J o t4- ei l sh a tO Owner's Address 1 a a S d e l - `1 1 Contracting Co. glee"' CIdyio C',overei e , Qualifier W i l t i et S• Jan s State # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): WORK DESCRIPTION: Coat rz a +e FEES: PERMIT APPROVED: Zoning PERMIT APEJC A;. -ION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shcres, Florida 33138.305- 795 -2204 Job Address 12.2 " 9 1 IPA"' Tax Folio I 3 a 0 S 00 0 ? 1/4 In Notary as to Owner and/or Condo President My Commission Expires Municipal # Competency # Eq 13 I q 0y Ins. Co. RADON 5 7 7 d7 Building ELECTRICAL PLUMBING MECHANICAL ROOFING 6d< io _5 )A - 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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Historically Designated: Yes n� N � o Master Permit # �P, p2!✓C. 2 Im‘./ Phone Address C1 U 14 1 SS# : Phone eeC15 ' � �.7 -i ► (�3 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 all disciplines. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c 'nstmction and zoning. Furthermore, I authorize the above named contractor to do the work state Signature of owner and/or Condo President Date Signature of Contractor or Owner Builder ti t, reline Sans *My Commission CC843290 , / Expires June 3, 2003 100D CAO I2`t I al— Date Date Notary as to Contractor or Owner Builder Date My Commission Expires NOTARY BOND TOTAL DUE D 13 Electrical Plumbing Structural Engineer FOR PAY TO THE ORDER OF s2:44. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/12/2002 Applicant: ELLIOT Owner: DEFEND! JOB ADDRESS: 1225 NE 91 ACH R/1'083100 Contractor SUPER STAMPED CONCRETE Local Phone: 305 - 220 - 1163 Parcel # 1132050010240 Permit Status: Approved Permit Expiration: 2/8 /2003 Work: CONCRETE BACK PATIO SLAB C iNgi2 , nce . orf�oras kid BankofAmerica . Building Permit Permit Number: BP2002 -1394 PILSHAW CHRISTINA TERR Contractor's Address: 5204 134 CT Legal Description: WATERSEDGE Fees: Description FEE2002 -4462 Building Permit Application Fee Total Fees: Amount $60.00 $60.00 Total Fees: $60.00 Total Receipts: $0.00 Construction Value: $1,000.00 f a - [t] Srcu_i ty n ehanced doc u_en t. See bark ari.iis.e If there is new 6160 SUPER STAMP CONCRETE, INC. 305 - 220 -1163 OR 305 - 729-1726 DATE 9 / v _i`tf'�2ty, 1 1 ' 0 0 6 / 6 0 1 : 0 6 3 0 0 0 0 1 - 008 1: 00 L5965 2998 211' PB 9 -141 LOT 28 & LOT 29 LESS E15FT BLK 1 Page 1 of 1 Re- inspection 'cation herefor in strict compliance with all ifications that may have been submitted to s or if the plans are changed without lonsibility for a thorough knowledge of the that he assumes responsibility for work done is pertaining thereto and in strict conformity :sponisibility for all work done by either Miami Shores Village 1C 10050 NE 2nd Avenue 7-- 305 - 795 -2204 Permit Number: BP2002 -1524 ` k Printed: 10/10/2002 Page 1 of 2 J Applicant: ELLIOT PILSHAW J Owner: PILSHAW ELLIOT 4 JOB ADDRESS: 1225 NE 91 TERR 0 Contractor ALUMINUM EXPRESS INC Contractor's Address: DOING BUS IN DADE CO � ) Local Phone: 305 - 625 -1550 Parcel # 1132050010240 Fees: Description Amount FEE2002 -4954 Buildier's Bond $300.00 A FEE2002 -5704 Building Fee $115.00 A FEE2002 -5705 CCF $4.20 FEE2002 -5706 Radon $5.40 7= FEE2002 -5707 Miscellaneous $20.00 FEE2002 -5708 Structural Fee $50.00 7 Total Fees: $494.60 or 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 calling for another inspection. 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: Signed: Building Permit Total Fees: $494.60 Total Receipts: $0.00 Legal Description: WATERSEDGE PB 9 -141 LOT 28 & LOT 29 LESS E15FT BLK 1 PECTOR) BY: 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 myse f, my agent, servants or employes. (Contractor or Builder) BY: Permit Status: Approved Permit Expiration: 2/25/2003 Construction Value: $7,000.00 Work: INSULATED ALUMINUM ROOF & SCREEN ENCLUSURE Signed: • • PAY TO TFJE• s ORDER OF z. rite C or _mai L' • DATE. ' '63- 8413 - 2670•, DOLLARS . •IJ 1 • • Doe. ae• • ' FOR • .s. 019 Washington Mdtual •Washington Mutual Bank. FA MiamVWeat Kendall Financial Center 1730 , 3 , �llami FL SW. 152nd 33177. Street 74 now Cueteme,,seMCe 0 FLORIDA -AL IMINUM DISTRIBUTORS, INC. • 7210 NW. ST. , MIAMI, FL 33166 J • • • • 1 • u■00L•8.2 LII' . s ::26 7084 3 L�:f38.7m4 i4.7` 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 calling for another inspection. 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. T/ (INSPECTOR) BY: 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,drangs, 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. 6. Lender's name and address: _ COUN c�'j ^,1' =Y iitat this Is a t o H� t rl 0..0 E./ 4. Contractor's name and address: c: th3 rly Courts D.C. 028485343 2002 AUG 05 15: 18 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: 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: 1; b Ni 91r .13i ,3 S Les s i w4 CAS; 15 Fr. / AN& ALL a or c 2, I3LI� J / o F W'TI.RSLD(,E,. (UT 0021 Trig r�OF 4 ;Zyt� Q �r� �N t'IAr 13oo# 9 A' / 19/ /4' THE Pc/ iG i3ELDR1�; Of- M r i COviv / • 2. Description of improvement: 77.-v Awrn!AOrI ,2cns ANI2 ....SC4U W IVd /Zg 3. Owner(s) name and address: Fiber / /LSHAt,./ /V 9/ M ,Am, r/ .73/ Interest in property: Name and address of fee simple titleholder: AVM/NO/VI EX //265 5 9 301 r / - '?r_ ___to 1 Fl � 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provide by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. 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 !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signa re of Owner Print Owner's Name C/ t7r i 6 f /464 -) Sworn to and subscribed before me this Z. day of A v5(iS , 20.02 i I ll _S.A Notary Public Print Notary's Name My Commission Expires _ h, Sola Sanz * * My Commission CC929682 „„ ` Expires April 20, 2004 Prepared by . )012-G71: _fiiviaxl Address: 2940 /Vl.✓ tAZ: moivU . P1 3)10e, 1 RECERTIFIED: N/A . rat MAP OF BOUNDARY SURVEY FOR FIELD DATE: DECEMBER 3. 2001 . DATA SOURCES: THE DESCRIPTION WAS FURNISHED BY THE CLIENT. JAMES J. HURCHALLA, ESQUIRE FOR THE CLIENT. EASEMENTS: THE RECORD PLAT SHOWS NO UTILITY EASEMENTS. BOUNDARY INCONSISTENCIES: NONE WERE NOTED BY MEASUREMENT OR CALCULATION. ACCURACY: THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MEND/111M TECHNICAL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY LS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. SIGNED: .55/44 PORT OF - BO WAR 4 SURVE LANDS DESCRIBED IN PLAT BO OK;k " '9 >'At ':PAGE X141 fANII -DADE COUNTY, FLORIDA . DATED: : DECEMBER 3, :2001 . SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 9 AT PAGE 141 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: LOT 29 . LESS THE EAST 15 FEET, AND ALL OF LOT 28, BLOCK 1 , OF WATERSEDGE t ACCORDING-TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NUMBER 9 AT PAGE NUMBER 141 IN '173E PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CER"1ZF'LED TO & FOR: ELLIOT PILSHAW 1225 N.E. 91 3T TERRACE MIAMI SHORES, FLORIDA 33138 CER 1>;D TO: ELLIOT PI SHAW JAMES J. HURCHALIA, ESOUIRE ATTORNEYS' TITLE INSURANCE FUND, INC. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CIIARLES W. CARR, LICENSE NUMBER LS 1060. (STATE OF FLORIDA) LB 0004979 SURVEY NUMBER: 01-12-V3 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED .INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS OF WAY OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPTION THE BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 J DATED 3 -2 -94 . INDEX DATE 7 -17 -95 COMMUNITY NO. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE AE ELEVATION 8.0 FEET. THIS IS _ A SPECIAL FLOOD HAZARD ZONE. 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED N ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE REQUIREMENTS OF THE FLORIDA LAND TITLE ASSOeIATION. 9. ELEVATIONS APPEAR AS: $.4 1. . 10. THE BENCH MARK USED WAS: MIAMI-DADE COUNTY REFERENCE BENCH MARK. 11. THE OWNERSHIP OF THE FENCES AND /OR WALLS AS SHOWN HEREON WAS NOT DETERMINED. f 50' j q j/ 50 i 50' WE,S : EAST /35' IT 1 27 28 29 30 N 31 CK1�� 50' YI �/! A;51); 5/ /1 5 91 )1 50' r~, MAIL TO: . DOX 55.75110 MIAMI, FLORIDA 33455' '' LOCATED IN: VILLAGE OF MIAMI SHORES, • MIAMI -DADE COUNTY, FLORIDA . Y . SITE DETAILS 1 SCALE: 1 INCH : .E 20. FEET' - 25' PHONE (305)5511410 FAX (105)553-9903 nU RSV. •► {TR►iT, MA'AM LIB 25' ,CA 5 0' Oo . LOCATION SKETCH SCALE: 1 !NCI I = GO FEET• 50' 11 2 11 3 B n in N in (• LOT 27 " J • V� L✓ J END 1/2" 1.P. 0.5" OVER • 0 N • r. • • FND 0 1 /2" I.P. o Elf n n W rn 1riET It1NA1lIRl ; ANL/010014AI.It111b1•.UnP.I \L 111 1111•.I'I.1)1(11,At.4 MAPPER. TIRE SIGNATURE AND SEAT. CAN DE FOUND AT11IE END or IIIIS RIEN)R 1'. l III? MAP AND REPORT ARE NOT COMPLETE WITIIOIn OTIIER. 'MIS SIIRVEY AS PROVIDED ON ELECTRONIC MEDIA I5 NOT COMPLETE WililOIn l'1115ORRfINAI., SI(7NI1) AND SEALED I IARI) COPY (W •11115 MAP of SURVEY. .08 CI,R. d' • • • ( o 16.13' LOT 28 >k N ■ • W ■ 0 S N.G. 91st TERRACE OVER 1IIiAl) I'WR. & T ELE. LINES 85.00' N2lS WEST 35' 191-1 p 1 LOT 29 I PacPosgo suievY Eil /c1o3c»Le 28,60' A4 . �I i?RAMi: ONE- - STORY CBS RESIDENCE 111225 15. 0' 26.58' `[ 15.89 O STOOL' 16.0 4.7' 10 25. 6' ASPIIALT )RIVE; 85.00' 15 15' ' 14 24 7' • 'o 52. N.E. 91st. TERRACE 20' ASPHALT PAVING 4' Cl,f ('I.11 0.75" ( (�7 17.0 )' • 31.76' 0 O 5.2 , v S I(U5' A AR(1I 111*;11I R . RAMAUS 1 FAtAR)11 C (:II(mD 0 DI•LTA (11:HIRAI At v7)•1 MRAS . MRASUR11) : AI.C. CAL(ULAIT•1) NT • IIiRMAI10NI ro171no1. 104411 PR • 1•I RM A NENT RFFIllllr li 4.111111 IMR1t rO . Pot11T Or (3mvl Nlv 4410111 (N' IVAv 84.1 RFN(11 r411)0 - 1014111)1444144 l'1' (1.P (1.11AR (1.1' • ('MAIN 1.11M F11 Ali 1 VI'li .'1' VrICAI. (rOR srv111AI.) WT • NAIL A LAB r O n . POINT OF BE(111R11N(1 1 U C. 101 NT OF ([M/A(17A]J.11B/I rTf . C(7N( 1,1)1 MOIR 14.11111 SAtI SWR • SANITARY S1:Wl1( W/M . W Al IR MAIN U'1' - GREASE. 1RAI' 0 w ' `0.15" CT .R. 1 F- c fST()RAI IE (•RS 1 5.80' e n 7 u: 4 - (:A \MIEI'IER -�I I NI) 112" 11'. ,EAST 15' LOT 29 ENT) v2° I.P. FWD (l1'T NAZI, LEG END HM 134.1 . BE)ICII MARK 1(411 IRAN • I (vV . WA11)R VALVE tvM WA)FA AJ)73) P A 1 • POWF31 A. 1T•].1< 1.11713 MII • AI AN1IOI E LID CR • CATCH BA31N 00 . (LEAN 01tt 00VI11 (115. CONCRETE BLOCX S1RtJ( I FRE (1.4 . rONCRGTG U(R ft POI.R 00110. • CONI'RRis FM.. FLORIDA POW1R R 1.1111 F Il.. ItI•EVA11ON BASED ON 1919 N(1VD 1 441)41. FOUND IRON ROD IiNCRO • G)ICROA(10.11.T(F WMF. WIRI)MESII FFN(4( DII • DRILL II01,G 1UD . NA11. A [MK Cr/ MON . COUNTY MON' IMI .Iff PK(1 SP • PARKIIIO SPACE IIYD - FIRE IfYgUNT IIC PKO - IIANDICAP PAR4INO UF, . 11111,I TY EASI7AFNr amt. RSAPf) 'n rJ 'n r1 I,()T 30 s BEAM SCHEDULE (ROOF) . TYPE SIZE (INCH) THICKNESS (INCH) MAXIMUM CLEAR SPAN FOR A GIVEN SPACING B H T1 T2 4' -0' 5' -0" 6' -0' 7' -0" 3S8 2 3 .050 .050 9' -6' • 8' -6'• 7' -10'• 7' -3'• 4SB 2 4 .050 .050 11' -5'' 10' -2'• 9'_3• • 8 •_ 7 ' • 4L8 2 4 .050 .120 14' -11 s 13' -7' • 12' -5' • 11' -6' • 6SB 2 6 .062 .120 120' -0' • )17' -1 O' 16'-4 15' -1'" LB) 2 7 .062 .120 22' - 0 "" 19' - 8' "17 16' - 7' • " 8LB 2 8 .072 .224 28' -4'•• 25' -4'•• 23' -1" 21' -5 " 9LB 2 9 .072 .224 30' -6'•* 27'- 3'••24'- 1 ?'•23' -0' •• 10LB 2 10 .092 .389 37' -7"•* 33' -7' 30' -9'" 28' -5 COLUMN SCHEDULE NON BEARING WALLS) TYPE SIZE (INCH) THICKNESS (INCH) Max. CLEAR COLUMN HEIGHT FOR A GIVEN SPACING B H T1 T2 4' - 0' 5' - 0' 6' - 0" 7' - 0' 4LC 2 4 .050 .120 10' - 11' 9' - 9' 8' - 11' 8' - 3' 6SC 2 6 .062 .120 14' -6' 13' -0' 11' -10' 11'-0' COLUMN SCHEDULE (BEARING WALLS) - TYPE SIZE (INCH) THINKNESS (INCH) Max. CLEAR COLUMN HEIGHT FOR A GIVEN SPACING 8 H TI T2 4' - 0' 5' -0" 6' -0" 7-0' 4LC 2 4 .050 .120 9' - 8' 8' -6' 7' -9' - 6SC 2 6 .062 .120 13' -0' 11' -8' 10' -8" 9' -10' e • THESE ROOF BEAMS CAN BE ATTACHED TO SUPERGUTTER ONLY MATH REINFORCEMENT TYPE 1 OR WITH RENFORCEMENT TYPE 2 FOR SPACINGS AND SPANS IND4CAIID AT SCHEDULE •• THESE ROOF BEAMS CAN BE ATTACHED TO SUPERGUTTER ONLY MOTH REINFORf4ENT TYPE 2 FOR SPACINGS AND SPANS INOCATED AT SCHEDULE. NEVER USE TYPE 1 REINFORCEMENT 1N THIS CASE. ••• 1 0LB SPANNING 28'-5" WITH 7' -0' SPACING SHALL NOT BE CONNECTED TO SUPERGUTTER WITH ANY REE4FCRCEIAENT BUT DIRECTLY TO FASCIA BOARD. --I I.— .250- .050 .168 DIA .050 .146' .050 i CORNER COLUMN 1 PERIMETER MEMBE BOX PURLIN 1.3.30' .168 DIA .345' SNAP BEAM OR COLUMN ( LAP BEAM OR COLUMN (S8) OR (SC) .428" .425' -' T1 Ls— (LB) (LB) OR (LC) # 12x3/4 0 18' TYP. TOP & BOTTOM FULL LENGTH GENERAL NOTES 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE MONROE COUNTY. 1997 EDITION OF THE STANDARD BUILDING CODE. DESIGN LOADS HAVE BEEN DETERMINED FOR A BASIC WIND SPEED OF 150 m.p.h. WITH IMPORTANCE FACTORS AS REQUIRED BY ASCE 7 -95. 2. SCREEN FABRIC OPENINGS SHALL BE 60% OR GREATER. 3. MAXIMUM ROOF ELEVATION ABOVE GRADE IS 15' -0 ". 4. ALUMINUM THICKNESS SHALL BE AS INDICATED ON THESE DRAWINGS WITH APPLICABLE TOLERANCES IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION "ALUMINUM STANDARDS AND DATA ", 1988 EDITION. 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 UNLESS OTHERWISE NOTED. 6. ALL BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, 300 SERIES STAINLESS STEEL OR ASTM A -307 DESIGNATION GALVANIZED STEEL 7. ALL SCREWS SHALL BE 2024 -T4 ALUMINUM ALLOY OR 300 SERIES STAINLESS STEEL 8. ALL EXPANSION ANCHORS SHALL BE GALVANIZED OR STAINLESS STEEL RED HEAD SLEEVE ANCHORS OR TAPCON ANCHORS. MINIMUM PENETRATION INTO CONCRETE SHALL BE 1 -3/4'. EMBEDMENT LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL 9. W000 FASCIA WHERE SCREEN ROOF 15 TO BE ATTACHED SHALL. HAVE A MINIMUM NOMINAL THICKNESS OF 2' AND SHALL BE IN A SOUND STRUCTURAL CONDITION. ADEQUACY OF THE EXISTING STRUCTURE SUPPORTING THE SCREEN ENCLOSURE SHALL BE VERIED BY A FLORIDA REGISTERED ENGINEER PRIOR TO ATTACHMENT OF THE SCREEN ENCLOSURE STRUCTURE. 10. DOOR LATCHES AT SCREEN ENCLOSURES BUILT ADJACENT TO SWIMMING POOLS SHALL 8E LOCATED AT 5' -6' ABOVE THE FLOOR AND SHALL BE SELF CLOSING. 11. ELECTRICAL SERVICE DROP CONDUCTORS OR ANY OTHER OVERHEAD WIRING SHALL NOT BE INSTALLED OVER ANY PART OF ANY SCREEN ENCLOSURE. 12. ANY METALIC ENCLOSURE WITHIN 5' -0' OF THE INTERIOR WALL OF A SWIMMING POOL SHALL BE ELECTRICALLY BONDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 13. MINIMUM SOIL BEARING PRESSURE SHALL BE 2000 P.S.F. 14. CABLES SHALL BE STAINLESS STEEL AND SHALL HAVE A MINIMUM TENSILE CAPACITY OF 2200 Los. 15. CONCRETE FOOTING TO DEVELOP A MINIMUM COMPRESSION STRENGTH OF 3000 psi AFTER 28 DAYS. CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH THE PROVISIONS OF THE ACI CURRENT EDITION. 16. REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60, WELDED WIRE MESH SHALL COMPLY WITH ASTM A -185. t7. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED 8Y. 'KOPPERS BITUMINOUS PAINT" AND WHEN IN CONTACT WITH PRESSURE TREADED W000, WOOD SHALL BE TREATED WITH PENTACHLOROPHENOL, 5X MINIMUM CONCENTRATION, OR CREOSOTE, OR ZINC NAPHTHANATE. 18. THIS ENGINEER I5 NOT RESPONSIBLE FOR CONSTRUCTION SAFETY AT SITE WHICH IS THE CONTRACTOR'S RESPONSIBILi Y. /y7, MONROE COUNTY SCREEN ENCLOSURE _ 6CALE GROFF METALS OF FLORIDA, INC. 13140 N.W. 4 5 AVENUE OPA LOCXA, FLORIDA 33054 1/7/99 DATE L E C O :sc. 99 — 06 DRAWING No TICOMPANY T TESTING k ENGINEERING COMPANY 6595 N.M. 361T. St.. Aix. 217. VIRGINIA GARDENS. FL 33160 Flu.. : (305)a71 -1530 . Fax : (305)371 -1531 WALTER A. TILL(T Jr., P. E FLORIDA Uc. 44167 ■[v. O[3OR10N NUT erl. w 700/}10. OAT[ 1 _ _ , SHEET 1 OF 6 : - - 1 A e • THESE ROOF BEAMS CAN BE ATTACHED TO SUPERGUTTER ONLY MATH REINFORCEMENT TYPE 1 OR WITH RENFORCEMENT TYPE 2 FOR SPACINGS AND SPANS IND4CAIID AT SCHEDULE •• THESE ROOF BEAMS CAN BE ATTACHED TO SUPERGUTTER ONLY MOTH REINFORf4ENT TYPE 2 FOR SPACINGS AND SPANS INOCATED AT SCHEDULE. NEVER USE TYPE 1 REINFORCEMENT 1N THIS CASE. ••• 1 0LB SPANNING 28'-5" WITH 7' -0' SPACING SHALL NOT BE CONNECTED TO SUPERGUTTER WITH ANY REE4FCRCEIAENT BUT DIRECTLY TO FASCIA BOARD. --I I.— .250- .050 .168 DIA .050 .146' .050 i CORNER COLUMN 1 PERIMETER MEMBE BOX PURLIN 1.3.30' .168 DIA .345' SNAP BEAM OR COLUMN ( LAP BEAM OR COLUMN (S8) OR (SC) .428" .425' -' T1 Ls— (LB) (LB) OR (LC) # 12x3/4 0 18' TYP. TOP & BOTTOM FULL LENGTH GENERAL NOTES 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE MONROE COUNTY. 1997 EDITION OF THE STANDARD BUILDING CODE. DESIGN LOADS HAVE BEEN DETERMINED FOR A BASIC WIND SPEED OF 150 m.p.h. WITH IMPORTANCE FACTORS AS REQUIRED BY ASCE 7 -95. 2. SCREEN FABRIC OPENINGS SHALL BE 60% OR GREATER. 3. MAXIMUM ROOF ELEVATION ABOVE GRADE IS 15' -0 ". 4. ALUMINUM THICKNESS SHALL BE AS INDICATED ON THESE DRAWINGS WITH APPLICABLE TOLERANCES IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION "ALUMINUM STANDARDS AND DATA ", 1988 EDITION. 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 UNLESS OTHERWISE NOTED. 6. ALL BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, 300 SERIES STAINLESS STEEL OR ASTM A -307 DESIGNATION GALVANIZED STEEL 7. ALL SCREWS SHALL BE 2024 -T4 ALUMINUM ALLOY OR 300 SERIES STAINLESS STEEL 8. ALL EXPANSION ANCHORS SHALL BE GALVANIZED OR STAINLESS STEEL RED HEAD SLEEVE ANCHORS OR TAPCON ANCHORS. MINIMUM PENETRATION INTO CONCRETE SHALL BE 1 -3/4'. EMBEDMENT LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL 9. W000 FASCIA WHERE SCREEN ROOF 15 TO BE ATTACHED SHALL. HAVE A MINIMUM NOMINAL THICKNESS OF 2' AND SHALL BE IN A SOUND STRUCTURAL CONDITION. ADEQUACY OF THE EXISTING STRUCTURE SUPPORTING THE SCREEN ENCLOSURE SHALL BE VERIED BY A FLORIDA REGISTERED ENGINEER PRIOR TO ATTACHMENT OF THE SCREEN ENCLOSURE STRUCTURE. 10. DOOR LATCHES AT SCREEN ENCLOSURES BUILT ADJACENT TO SWIMMING POOLS SHALL 8E LOCATED AT 5' -6' ABOVE THE FLOOR AND SHALL BE SELF CLOSING. 11. ELECTRICAL SERVICE DROP CONDUCTORS OR ANY OTHER OVERHEAD WIRING SHALL NOT BE INSTALLED OVER ANY PART OF ANY SCREEN ENCLOSURE. 12. ANY METALIC ENCLOSURE WITHIN 5' -0' OF THE INTERIOR WALL OF A SWIMMING POOL SHALL BE ELECTRICALLY BONDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 13. MINIMUM SOIL BEARING PRESSURE SHALL BE 2000 P.S.F. 14. CABLES SHALL BE STAINLESS STEEL AND SHALL HAVE A MINIMUM TENSILE CAPACITY OF 2200 Los. 15. CONCRETE FOOTING TO DEVELOP A MINIMUM COMPRESSION STRENGTH OF 3000 psi AFTER 28 DAYS. CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH THE PROVISIONS OF THE ACI CURRENT EDITION. 16. REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60, WELDED WIRE MESH SHALL COMPLY WITH ASTM A -185. t7. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED 8Y. 'KOPPERS BITUMINOUS PAINT" AND WHEN IN CONTACT WITH PRESSURE TREADED W000, WOOD SHALL BE TREATED WITH PENTACHLOROPHENOL, 5X MINIMUM CONCENTRATION, OR CREOSOTE, OR ZINC NAPHTHANATE. 18. THIS ENGINEER I5 NOT RESPONSIBLE FOR CONSTRUCTION SAFETY AT SITE WHICH IS THE CONTRACTOR'S RESPONSIBILi Y. /y7, MONROE COUNTY BEU$ OR COL SPACNG 5'-0' MAX BETWEEN 2X2 CC X- PUMAS HEGHT ALUMINUM COLUMNS (TYP) RETURN CABLE (REQUIRED EACH SIDE WALL) DETAIL 3/3 PERIMETER MEMBER ALUMINUM BEAMS OETAJL 3/3 (n'P.) WALL BRACING (SEE SCHEDULE) T. ON SHEETS 5dc8OF6. TYPICAL DOME ROOF ISOMETRIC DOME ROOF ABOVE FASCIA SEE FASCIA CONNECTION DETAIL 2/3 WALL BRACING (SEE SCHEDULE) TYP. ON SHEETS 5 & 8 OF 8 DCSTING STRUCTURE EXISTING STRUCTURE DETAIL 3/3 GYP) C pl GC" 0 „0 CONCNtit SLAB & FOOTING MAX COLUMN HEIGHT 5 ' k2 ETAL 3/3 ALU MINU M BEAMS PERIMETER MEMBER --(r MAX MAX COLUMN 5' -0” MAX -4 Q- r BETWEEN 2X2 PURUNS SCREEN 1 "XY ALL AROUND (TIP) 5' -0" MAX BETWEEN 2X2 COLUMN PURUNS HEIGHT ALUMINUM COLUMNS (TYP) DETAIL 8/4 (TrP) 1 X 2 ALL AROUND RETURN CABLE (REQUIRED EACH SIDE WALL) DETAIL 3/ ` 6. TYPICAL MANSARD ROOF ISOMETRIC TYPICAL MONOSLOPE ALUMINUM COUJMNS(TYP.) DETAIL 3/3 WALL BRACING ( SCHEDULE) TYP. ONSHEcj55dc8OF PE41ME ER MEMBER ALUMINUM 3E116 OETAJL 7/4 (rTv)- MAX COLUMN HEIGHT 1 CORNER COLUMN ()- 2X2CI-AIR RAIL ALL AROUND SEAM OR COL SPACING OETAJL 3/3 CONCRETE SLAB do FOOTING WALL SPACING (SEE SCHEDULE) TYP. ON SHEETS 5 do 3 OF 8 ROOF ISOMETRIC TYPICAL FLAT ROOF ISOMETRIC SCREEN DETAIL 3/3 (TYP.) RETURN CABLE (REQUIRED EACH SCE WALL) CONCRETE SLAB t FOOTING CORNER COLUMN (TTP.) NOTES APPLICABLE TO ISOMETRICS 1. SEE ROOF BRACING DETAILS ON SHEET 4 OF 8. 2. SEE WALL BRACING DETAILS AND SCHEDULE ON SHEET 3 CF 3. 3. SEA DETAILS 1 2, 3, 4 d: 6 CN SHEET 3 CF 6. 4. Sac DETAILS 7, 8 & 3 ON Dial' • CF 3. 5. SEE DETAIL S CN SHEE 3 CF 5. //99 MONROE CUNT! IL ECO ANC. TILLfT TESTING h ENGINEERING COMPANY 605 N.t. 30th. SL. Sta. 117, `ARCIW# G4200111, FL 33168 "am : 035)871 -1530 . Fax : (369)571 -1531 WALTER A - GLUT Jr.. P. E. FLORIDA Uc. 44187 SCREEN ENCLOSURE GROFF METALS OF FLORIDA, INC. 13140 Y.W. 45 AVENUE OPA— LOCXA, FLORIDA 33054 err. 40 2 4 we SCALE 1/7/99 DATE 99 - 06 DRAWING Ne SHEET 2 OF' 6 SIDE PLATE SCHEDULE TOP & BOTTOM PLATE SCHEDULE " BEAM BEAM L t TOTAL 1 EQUALLY SPACED 014x3/4' SMS FOR EACH PLATE TOP & BOTTOM. 4S8 8• 1/8' 8 41.13 8• 1/8 8 538 1 0' 1/8' 10 719 10' i /8' 10 81.3 14' 3/16' 16 9L9 16' 3/18' 18 10L9 17' 3/16' 22 SIDE PLATE SCHEDULE (INTERIOR) BEAM A t 4S8 3' 1/8' 4L3 3' 1/8' 658 5' 1/8' 71.8 6' 1/8' 819 7' 1/8' 91B 8' 1/8' 101.8 9' 1/8' FOR BEAM CONNECTION: NOTCHED BEAM 0 COLUMN LOCATION OR UNNOTCHED 2 X 2 PURUN PERIMETER MEMBER (TYP.) BEAM /FASCIA CONNECTION DETAIL 2' X 2'X 1 /4'X LG. ALUM. L W/ 3 t14 S.M.S. TO COL AND 3 #14 S.M.S. TO BEAM (3/4' LONG) SECTION 2 #10 S.M.S. (TYP.) 1-1/2' LONG INTERNAL FOR PURUN CONNECTION: 2' X 2' X 1/8' X 2' LONG. ALUM. L W/ 3 #14 S.M.S. TO COL & 3 #14 S.M.S. TO PURUN (3/4' LONG). SEAM OR 2X2 PURUN CASE 1 3 #12 S.M.S. EA. SIDE (3/4' LONG) ONLY FOR BEAM CONNECTION. 2' 2 /10 S.M.S. 1-1/r LONG INTERNAL SLOPED BEAMS 1' X 2' by /2 1 10 S.M.S. NTER.%%L) TO 8E.4 t #110 X 3 S.M.S. 0 24' 0. C. TO FASCIA 2 X 2' X 1/8' X 2" (618. & UNDER) & 4' (718. TO 1018.) ALU4L < EA. SIDE W/ 3 AND W/ •• TO FASCIA AN (SEE BELOW) • REINFORCE FASCIA CONNECTION TO EXISTING RAFTERS W/ 3 .288'0 X 3 1/2" LONG W000 SCREWS SPACED AT 1' 0. C. VERT1CALLY, AND W/ 1' EDGE DISTANCE TOP & BOTTOM. '• USE 2 3/r. X 5' LAG SCREWS EA. SIDE. SPACED 2' 0.0. VERT. FOR 1018, 913, 81.8. A: 7LB BEAMS. USE 1 3/8"0 X 5' LAC SCREW. EA SIDE FOR REST OF BEAMS. LOCATE LAG SCREWS W 1 1/2' EDGE DISTANCE FROM TOP & BOTTOM OF FASCIA. 1/2" 1/2' ALUM. COLUMN 2 110 S.M.S. (TYP.) 1 -1/2' LONG INTERNAL 1' X 3' X 0.062' X 3' ALUM. L OR BEM PLATE W/ 4 114 S.M.S. (3/4' LONG) FLAT BEAMS 2 /10 S.MS. iNTERNAL 1 -1/2' LONG 1 -1/2' MIN. (DOME ROOFS) 2 110 S.M.S. 1 -1/2' LONG INTcM1 NAL BEAM OR 2X2 PURUN 3 112 S.M.S. (3/4' LONI ONLY FOR CONNECTION. 2 #10 S.M.S. 1 -1/2' LONG INTERNAL CASE II SEE TYPICAL BERM TO COL CONNECTION ON DETAIL 4 CASE 1 OR 2. FASCIA CONNECTION DETAIL .032 SHEET ALUM. CAP W/ 2 #10 S.R.S. TO BEAM. CASE 2 TYPICAL BEAM & PERIMETER MEMBER CONNECTION TO COLUMN DETAIL ALUM. BEAM 1 1/2' X 2 -3/18' X 1 -1/2' X 0.062' X 3' LC. ALUM. W/3 #12 S.M.S. TO OL OR BEAM & 3 #12 S.H.S. EA. SIDE TO BRACE (TOP & BOTTOM) 45C OR 41.0 3SC, 4SC OR 4LC 2' X 2' X 1/8' X 4' ALUM. L EA SIDE W/ 3 1 S.M.S. TO COL & 2 -3/8 x 5' LC. LAG SCREW TO FASCIA. 8' MIN. LENGTH X 6' MIN. HEIGHT W000 SPACER 0 EA COLUMN. LING FASCIA BOARD 2' MIN. NOMINAL THICKNESS X 6' HIGH. A ALUMINUM SPLICE PLATE EACH SIDE INSIDE ALUMINUM BEAM. 1/8' THK. (6083 -T6 ALLOY) W/ 18 /14 x 3/4' S. S. S. M. S. EA. PLATE. ADDITIONAL 2' X 2' X 1/8' X 2' ALUM, <EACH SIDE WITH 2 112 X 3/4' S.M.S. TO COL AND 1/4' 0 X 2-1/4' TAPCON ANCHORS TO CONCRETE 4' THICK CONC. SLAB W/ 6X6. W1.4 X W1.4 WWM L/2 8' X 8' CONT. CONC. FOOTING W/ 2 i'3 REBAR ALUM. COLUMN X - X X - X /14 x 3/4' S.S.S.M.S. SEE SCHEDULE FOR QTY. EACH PLATE MANSARD ROOF BEAM SPLICE DETAIL 2 -112 x 3/4' SACS. EACH SIDE 2' X 2' X 1/8' X 2' ALUM. <EA. 510E W/ 1/4' 0 X 3 -1/4' TAPCON ANCHORS TO CONCRETE. 1' X 2" ALUM.[ w/ 2 /10 X 1 -1/2' S.M.S. (INTERNAL) TO COLUMN EACH SIDE AND WITH J 1/4' 0 X 2 -1/4' TAPCON ANCHORS TO CONCRETE 0 18' 0. C. 8' MIN. SECTION X -X SECTION N.T.S. COLUMN TO FOOTING ANCHORAGE DETAIL 2' WIDE ALUM. SPUCE PLATE TOP & BOTTOM. 1' THK. (SEE SCHEDULE) (6063 -76 ALLOY) 1/2 t NOTE SPLICE DETAIL MUST BE LOCATED AT 7' -0' MAXIMUM QOM COLUMN. MONROE COUNTY IL ECMc. nwr TESTING & ENGINEERING COMPANY 6563 N.W. 3061. R Sta 217. NISPIN CARDOG, F1. 33166 Phan : (303)871 -15.70 . Fm • (363)671 -1531 WALTER A. TILUT Jr., P. E. FLORIDA Lie_ 441 87 SCREEN ENCLOSURE GROFF METALS OF FLORIDA, INC. 13140 N.W. 45 AVENUE OPA- LOCKA, FLORIDA 33054 Kr. 40 6001•11011 CIATt r I W2CIIMIen 1 iv. Me Mit r SCALE 1/7/99 DATE 99 - 06 DRAWING No 511CZT 3 OF 0 • W -20' 20' -25' 25' -30' 30' -35' 35' -37' 0' -8' 4 4 4 4 4 >8' -9' 4 4 4 8 8 >9' -10' 4 4 4 6 8 >10' -12' 4 4 .6 6 8 >12' -14' 4 8 - 8 8 8 >14' -15' 4 9 6 8 8 AM 111 III a MN 0 0 II 011 le ALUMINUM BEAM 2' x 2' PURUN W/ 4 /10x 1 1 /2'S.M.S. (INTERNALLY) TYP. TO BEAN. 3/16' THK. x 5' x BEAM'S OEPTH 606.3-T8 ALUM. PLATE EACH SIDE (INTERIOR) REO'D AT ALL CONNECTIONS EXCEPT AT MAN BEAM SPUCE DETAIL OR MN cp x 3' ALUM. PLATE OR) ER T FIRST PANEL ROOF BRACING REO'D AS PER SCHEDULE. 3' ALUM. PLATE OR) LAST PANEL ROOF BRACING REO'D AS PER SCHEDULE INTERMEDIATE PANEL -- DIACONAL ROOF BRACING REO'D ALWAYS EACH SIDE TYPE A I TILLIT TESTING & ENGINEERING COMPANY wed M.N. 3601. SL. Sta 217. AROMA 61ROp6. FL 3.3166 Rion* : (307)671 - 15.13 . Fe : (305)671 - 1131 WALTER A. TILLTT Jr., P. E. FLORIDA Lit. 44167 KV. I0 2 EXISTING STRUCTURE LAST ROOF PANEL INTERMEDIATE ROOF PANEL FIRST ROOF PANEL (PLAN) (PLAN) ROOF BRACING REQUIREMENTS L - ROOF PROJECTION H• - SLOE WALL HEIGHT OR THE AVERAGE BETWEEN THIS FRONT WALL HEIGHT ANC THE HEIGHT AT EXISTING STRUCTURE. 00//9011 01113 Y. w s a TYPE B NUMBER OF DIAGONAL BRACING REQ'D AT FIRST AND LAST ROOF PANELS IN ADDITION TO SCREEN ENCLOSURE GROFF METALS OF FLORIDA, INC. 13140 N.W. 45 AVENUE OPA- LOCKA. FLORIDA 3.3054 20C31R1011 7416 EXISTING STRUCTURE INTERMEDIATE ROOF PANEL BRACES SHOWN ON PLANS MONROE COUNTY SCALE 1/7/99 DATE 99 - 06 DRAWING No SHEET 4 OF 6 PLAN 3/8' • THRU BOLT 2' x 2' x .050' DIAGONAL ROOF BRACE 3/8' 0 BOLT 2414x /4'S.MS. SECTION X -X CASES 1 & 2 DETAIL 0 3/8' 0 THRU BOLT 3/16' THK. x 0' -3' LONG ALUM. ANGLES TOP & BOTTOM OF 2' x 2' BRACE /'- 4' x x 3/18' x 0' -3' ALUM. L (CASE 1 • & DOME ROOFS). 3' x 2 x 3/18' x 0' -3' ALUM. L (CASE 2, FLAT - MONOSLOPE ROOFS). 2' x ' ROOF BRACE (SL0' 1' FOR CASE 1 3 FOR CASE 2) BOLT DIAGONAL ROOF BRACE CONNECTION ALUM. BEAM OR ALUM. COLUMN I PERIMEI MEMBER • • SECTION (ALTERNATE N' 1) (ALTERNATE N' 2) 2" x 2" CONNECTION TO COLUMN OR BEAM DETAIL 2' x 2' x .050' DIACONAL ROOF BRACE 3/18' THK. x 0' -3' LONG ALUM. ANGLES TOP & BOTTOM OF 2' x 2 BRACE• 2' x 2' ROOF BRACE (SLOPED FOR CASE 1 do FLAT FOR CASE 2) 1' x 2.09' x 1' x .050' x 0' -2' ALUM. [ W/2 110 S.M.S. EA. LEG TO 2' x 2' & 2 # 10 S.M.S. TO COL. OR BEAD — 1 3/8' • THRU BOLT 4' x 2' x 3/18' x 0' -3' ALUM. L (CASE 1, MANSARD & DOME ROOFS). x 2'x3/16'x0'- 3'ALUM. L (CASE 2, FIAT & MONOSLOPE ROOFS). SECTION X' -X' CASES 1 & 2 PLAN DETAIL 0 2' x 2' WITH 4 1 110 2 1 1/2' S.M.S. INTERNALLY TO 8E044 OR COLUMN. 3/8' • THRU BOLT ALUM. BEAM ALUM. CCLU ELEVATION OR PLAN PERIMETER MEMBER 3/8' 0 THRU BOLT 3/18' THK. x 3' EACH SIDE (EXTERI 3' x 2' x 3/16' ALUM. L PERIMETER MEMB 3/8' 0 THRU 30 3/16' THK. x .3' EACH SIDE ( STAINLESS STEEL CABLE DOUBLE COMPRESSI0NSL.E:VFS ALTERNATE TO ALUMINUM BAR 1/8" EXTRUDED Mum. BRACKET WITH (9) /14 x 3/4' SMS TO WALL MEMBERS 5/16' • S. S. EYE -BOLT WELDED CLOSED WITH DOUBLE NUTS do WASHER. DOUBLE COMPRESSION SLEEVES 1/8' STAINLESS SiFFLL CABLE PERIMETER MEMBER 5/32 45 Max. (Typ.) COLUMN TYPICAL ELEVATION 2 1/4 CHAIR RAIL i 1/8' CUP DETAIL 3' A.S.T.M. A -38 GALVANIZED STEEL CUP WITH (2) 3/8" x 3' RED HEAD WEDGE ANCHORS TO CONCRETE sue. MMNTAIN 3' Min. EDGE DISTANCE. 9/16" CABLE SCHEDULE ** TOTAL N' OF CABLES REQUIRED AT FRONT WALL DISTRIBUTED 50X EA. END 0'-20' 20' -25' 25' -30' 30' -35' 35' -37' H � 0' -8' 4 8 6 8 8 >8'-9' 4 8 6 8• 8 >9' -10' 8 8 8• 8 8• >10' -12' 6 8• 8• 10• 10 >12' -14' 8 8• 10• 12• 12• >14' -15' 8• 8• 10• 12• 12• • MAY REQUIRE SPECIAL ENCINESING OR MAY REQUIRE USE OF K BRACES AS PER SHEET 5 OF 8, SHOULD CABLES DON'T FIT. •• USE ONE SET OF CABLES ON RETURN WALLS FOR PROJECTIONS (L) OVER 18 FEET, SCREEN ENCLOSURE TYPICAL SCREEN WALL CABLE BRACING SYSTEMS / TILLER TESTING & ENGINEER/NO COMPANY 656.5 14.11. Seth. St.. Sea 217, MRCx•A UittOtS. F1 33168 Plan• (305)871 -1110 . Fos (303)871 -1531 WALTER A. T1WT Jr., P. E. FLORIDA UL. 44167 GROFF METALS OF FLORIDA, INC. 13140 N.W. 45 AVENUE OPA LOCKA, FLORIDA 33054 99 - 06 DRAWING No SHEET 6 OF 6 • 2"x5'x 1/8' 0' -8' ALUM. L EACH ROOF BEAM w/ 4 #12x LONG TO FASCIA & 5 #12 x 3/4" S.M.S. TO GUTTER UP. • METING FASCIA BOARD (2 NOMINAL) PLAN SUPER GUTTER ARROW INDICATES BOTTOM AUJM L 2 x 4 3/4" x 1 /8" x 0' - W/ 2 -3/8" • x 8" LAG SCREWS TO FASCIA SPACED AS SHOWN & w/ 1' DISTANCE TO BOTTOM OF GUTTER. 1' x 2 ALUM. CONT. W/ + 10 x 1 1/2' S. S. S. M. 5. O 18' a. C. TO SUPERGUTTER & 2 / to x 1 1/2' S. S. S. M. S. (INTERNAL) TO ALUM. BEAM EA. 5108. Y x 2 x 1/8' x 0' -2 ALUM. ANGLE EACH SIDE W/3 /10 S.M.S. TO BEAM AND 1/4" • THRUBOLT EA. SIDE OF BEAM THRU ALUM. ANGLE. 1' x Y ALUM LAND SUPERGUTTER. (TYP 2 510E5). M. BEAM • REINFORCE FASCIA CONNECTION TO 100571NG RAFTERS W/ 3 -288' • x 3 1/2" LANG W000 SCREWS SPACED AT 1' 0. C. VERTICALLY. AND W/ 1' EDGE DISTANCE TOP & BOTTOM. 2 -3 /8' • x 8' LG. LAG SCREWS AT EACH SIDE OF ROOF BEAM W/ 1 x 1 ALUM. SLEEVE EACH LEG & w/ 2 1/2' DISTANCE FROM BOTTOM OF GUTTER AOOITICNALLY. USE SAME LAG SCREWS & SLEEVE 0 24" 0. C. BETWEEN BEAMS. • EXISTING FASCIA BOARD & SOFFIT REINFORCE BOTTOM Cr FASCIA W/2 "x2x1/8" CONT. ALUM. L W/2 /14 SMS EAOM LEG. EA. RAFTER. SUPER GUTTER REINFORCEMENT DETAIL TYPE 1 EXISTING RAFTER OR TRUSS (2' -0" 0. C. MAX.) SECTION 2 -3//8' • x 6" LG. LAG SCREWS AT EACH SIDE OF ROOF BEAM W/ 1" x 1' ALUM. SLEEVE EACH LEG & W/ 2 1/2" DISTANCE FROM BOTTOM OF GUTTER ADDITIONALLY. USE SAME LAG SCREWS & SLEEVE 0 24" 0. C. BETWEEN BEAMS. •2 "x5 "x1 /8'x0' -6" WIDE ALUM. ANGLE EA. ROOF BEAM W/4 / 12 x 3 LONG TO FASCIA & 5 /12 x 3/4" S.S.S.M.S. TO GUTTER UP. 1'x2. To BEAM W/ 2 110 S.S.S.M.S. (INTERNAL). 2x2 /8'x0' - 2 ALUM. ANGLE EA. SIDE W/3 /10 SMS TO BEAU. ALUM. BEAM. 1/4 THRUBOLT EA. SIDE OF BEAM THRU 2'x2' L BOTTOM FLANGE OF BEAM NOTCHED HORIZONTAN4 1 0' -4' LO F N G AALU W/ ( W `32 1/2 110 x 3/4' S.M.S. EACH SIDE. (MANSARD ROOFS ONLY). 5' x 5' x .072 CONT. ALUM. SUPERCUTTER. 2x4 3 /4'x1 /8 "x0' - ALUM. L CENTERED W/BEAM O BOTT. OF GUTTER W 2- 3/8'•x8' LG. LAG SCREWS TO FASCIA W/1 DISTANCE TO BOTTOM OF GUTTER. SUPER GUTTER CONNECTION DETAIL ATTACH SUPER BRACKET TO FASCIA WITH (4) 3/8" • x 2 1/2' LAG SCREWS THRU SUPERGUTIER. 2' NOMINAL FASCIA / REQUIRED 2 NOMINAL FASCIA REQUIRED PLAN SCALE : 1/4' - 1" 3.254 CASE 1 ATTACH SUPER BRACKET TO FASCIA WITH (4) 3/8' 0 x 2 1/2' LAG SCREWS THRU_ SUPERGUTTER. I 1.280' .125' ATTACH SUPERGUTTER TO FASCIA BETWEEN ROOF BEAMS WITH 1/4" 0 x 2 1/2' LAG SCREWS 0 20' O. C. .125' SUPER BRACKET (e" LONG (REQUIRED ONLY FOR REINFORMENT TYPE 2) SUPER BRACKET R.300' SCALE : 3/4' - t' 3 /14 x 1' SMS TO SUPER GUTTER EA. ANGLE. ROOF BEAM - 4.824' .125' 2' x 3' x 1/4' x 0' - 4' ALUM. L EA. 510E 4 # 14 x 1' SMS TO BEAM EA. ANGLE. SUPERGUTTER SECTIONS SCALE : 1/4" - 1' 2' x 3' x 1/4' x 0'-4' ALUM. ANGLE EACH SIDE OF ROOF BEAM WITH (4) # 14 x 3/4" S. M. 5. TO ROOF BEAM AND (2) 3/8' x 8' LAG BOLTS THRU SUPERGUTTER TO FASCIA & (3) # 14 x 1' S. M. S. TO-SUPERGUTTER. 1 2.048' 4.865' 3.778' 1 x 2 ( WITH (2) 3 /14 x 2 SMS TO SUPER GUTTER THRU 2 x 3' ALUM. ANGLE SUPER BRACK V SUPERGUITER (2) 2' x 3" x 1/4' x 0' -2' ALUM. L EA. SIDE W /(2) 1/4' • BOLTS TO SUPERGUTTER FOR TOP ANGLE & (2) 114 SMS FOR BOTTOM ANGLE & W /(2) !14 x 1' SMS TO ROOF.BEAM EA ANGLE. CASE 2 7 SUPER GUTTER REINFORCEMENT DETAIL TYPE 2' ROOF BEAM MONROE COUNTY 45 SHOWN SCALE `'i • • • • STAINLESS STEEL CABLE DOUBLE COMPRESSI0NSL.E:VFS ALTERNATE TO ALUMINUM BAR 1/8" EXTRUDED Mum. BRACKET WITH (9) /14 x 3/4' SMS TO WALL MEMBERS 5/16' • S. S. EYE -BOLT WELDED CLOSED WITH DOUBLE NUTS do WASHER. DOUBLE COMPRESSION SLEEVES 1/8' STAINLESS SiFFLL CABLE PERIMETER MEMBER 5/32 45 Max. (Typ.) COLUMN TYPICAL ELEVATION 2 1/4 CHAIR RAIL i 1/8' CUP DETAIL 3' A.S.T.M. A -38 GALVANIZED STEEL CUP WITH (2) 3/8" x 3' RED HEAD WEDGE ANCHORS TO CONCRETE sue. MMNTAIN 3' Min. EDGE DISTANCE. 9/16" CABLE SCHEDULE ** TOTAL N' OF CABLES REQUIRED AT FRONT WALL DISTRIBUTED 50X EA. END 0'-20' 20' -25' 25' -30' 30' -35' 35' -37' H � 0' -8' 4 8 6 8 8 >8'-9' 4 8 6 8• 8 >9' -10' 8 8 8• 8 8• >10' -12' 6 8• 8• 10• 10 >12' -14' 8 8• 10• 12• 12• >14' -15' 8• 8• 10• 12• 12• • MAY REQUIRE SPECIAL ENCINESING OR MAY REQUIRE USE OF K BRACES AS PER SHEET 5 OF 8, SHOULD CABLES DON'T FIT. •• USE ONE SET OF CABLES ON RETURN WALLS FOR PROJECTIONS (L) OVER 18 FEET, SCREEN ENCLOSURE TYPICAL SCREEN WALL CABLE BRACING SYSTEMS / TILLER TESTING & ENGINEER/NO COMPANY 656.5 14.11. Seth. St.. Sea 217, MRCx•A UittOtS. F1 33168 Plan• (305)871 -1110 . Fos (303)871 -1531 WALTER A. T1WT Jr., P. E. FLORIDA UL. 44167 GROFF METALS OF FLORIDA, INC. 13140 N.W. 45 AVENUE OPA LOCKA, FLORIDA 33054 99 - 06 DRAWING No SHEET 6 OF 6 • 2"x5'x 1/8' 0' -8' ALUM. L EACH ROOF BEAM w/ 4 #12x LONG TO FASCIA & 5 #12 x 3/4" S.M.S. TO GUTTER UP. • METING FASCIA BOARD (2 NOMINAL) PLAN SUPER GUTTER ARROW INDICATES BOTTOM AUJM L 2 x 4 3/4" x 1 /8" x 0' - W/ 2 -3/8" • x 8" LAG SCREWS TO FASCIA SPACED AS SHOWN & w/ 1' DISTANCE TO BOTTOM OF GUTTER. 1' x 2 ALUM. CONT. W/ + 10 x 1 1/2' S. S. S. M. 5. O 18' a. C. TO SUPERGUTTER & 2 / to x 1 1/2' S. S. S. M. S. (INTERNAL) TO ALUM. BEAM EA. 5108. Y x 2 x 1/8' x 0' -2 ALUM. ANGLE EACH SIDE W/3 /10 S.M.S. TO BEAM AND 1/4" • THRUBOLT EA. SIDE OF BEAM THRU ALUM. ANGLE. 1' x Y ALUM LAND SUPERGUTTER. (TYP 2 510E5). M. BEAM • REINFORCE FASCIA CONNECTION TO 100571NG RAFTERS W/ 3 -288' • x 3 1/2" LANG W000 SCREWS SPACED AT 1' 0. C. VERTICALLY. AND W/ 1' EDGE DISTANCE TOP & BOTTOM. 2 -3 /8' • x 8' LG. LAG SCREWS AT EACH SIDE OF ROOF BEAM W/ 1 x 1 ALUM. SLEEVE EACH LEG & w/ 2 1/2' DISTANCE FROM BOTTOM OF GUTTER AOOITICNALLY. USE SAME LAG SCREWS & SLEEVE 0 24" 0. C. BETWEEN BEAMS. • EXISTING FASCIA BOARD & SOFFIT REINFORCE BOTTOM Cr FASCIA W/2 "x2x1/8" CONT. ALUM. L W/2 /14 SMS EAOM LEG. EA. RAFTER. SUPER GUTTER REINFORCEMENT DETAIL TYPE 1 EXISTING RAFTER OR TRUSS (2' -0" 0. C. MAX.) SECTION 2 -3//8' • x 6" LG. LAG SCREWS AT EACH SIDE OF ROOF BEAM W/ 1" x 1' ALUM. SLEEVE EACH LEG & W/ 2 1/2" DISTANCE FROM BOTTOM OF GUTTER ADDITIONALLY. USE SAME LAG SCREWS & SLEEVE 0 24" 0. C. BETWEEN BEAMS. •2 "x5 "x1 /8'x0' -6" WIDE ALUM. ANGLE EA. ROOF BEAM W/4 / 12 x 3 LONG TO FASCIA & 5 /12 x 3/4" S.S.S.M.S. TO GUTTER UP. 1'x2. To BEAM W/ 2 110 S.S.S.M.S. (INTERNAL). 2x2 /8'x0' - 2 ALUM. ANGLE EA. SIDE W/3 /10 SMS TO BEAU. ALUM. BEAM. 1/4 THRUBOLT EA. SIDE OF BEAM THRU 2'x2' L BOTTOM FLANGE OF BEAM NOTCHED HORIZONTAN4 1 0' -4' LO F N G AALU W/ ( W `32 1/2 110 x 3/4' S.M.S. EACH SIDE. (MANSARD ROOFS ONLY). 5' x 5' x .072 CONT. ALUM. SUPERCUTTER. 2x4 3 /4'x1 /8 "x0' - ALUM. L CENTERED W/BEAM O BOTT. OF GUTTER W 2- 3/8'•x8' LG. LAG SCREWS TO FASCIA W/1 DISTANCE TO BOTTOM OF GUTTER. SUPER GUTTER CONNECTION DETAIL ATTACH SUPER BRACKET TO FASCIA WITH (4) 3/8" • x 2 1/2' LAG SCREWS THRU SUPERGUTIER. 2' NOMINAL FASCIA / REQUIRED 2 NOMINAL FASCIA REQUIRED PLAN SCALE : 1/4' - 1" 3.254 CASE 1 ATTACH SUPER BRACKET TO FASCIA WITH (4) 3/8' 0 x 2 1/2' LAG SCREWS THRU_ SUPERGUTTER. I 1.280' .125' ATTACH SUPERGUTTER TO FASCIA BETWEEN ROOF BEAMS WITH 1/4" 0 x 2 1/2' LAG SCREWS 0 20' O. C. .125' SUPER BRACKET (e" LONG (REQUIRED ONLY FOR REINFORMENT TYPE 2) SUPER BRACKET R.300' SCALE : 3/4' - t' 3 /14 x 1' SMS TO SUPER GUTTER EA. ANGLE. ROOF BEAM - 4.824' .125' 2' x 3' x 1/4' x 0' - 4' ALUM. L EA. 510E 4 # 14 x 1' SMS TO BEAM EA. ANGLE. SUPERGUTTER SECTIONS SCALE : 1/4" - 1' 2' x 3' x 1/4' x 0'-4' ALUM. ANGLE EACH SIDE OF ROOF BEAM WITH (4) # 14 x 3/4" S. M. 5. TO ROOF BEAM AND (2) 3/8' x 8' LAG BOLTS THRU SUPERGUTTER TO FASCIA & (3) # 14 x 1' S. M. S. TO-SUPERGUTTER. 1 2.048' 4.865' 3.778' 1 x 2 ( WITH (2) 3 /14 x 2 SMS TO SUPER GUTTER THRU 2 x 3' ALUM. ANGLE SUPER BRACK V SUPERGUITER (2) 2' x 3" x 1/4' x 0' -2' ALUM. L EA. SIDE W /(2) 1/4' • BOLTS TO SUPERGUTTER FOR TOP ANGLE & (2) 114 SMS FOR BOTTOM ANGLE & W /(2) !14 x 1' SMS TO ROOF.BEAM EA ANGLE. CASE 2 7 SUPER GUTTER REINFORCEMENT DETAIL TYPE 2' ROOF BEAM MONROE COUNTY 45 SHOWN SCALE `'i Veloc. & Exp. LL Defl. Limit lib 3" .024 3" .032 3" .032 lib 4" .024 4" .024 lib 4" .032 4" .032 lib 6" .024 6" .024 lib 6" .032 6" .032 11b 8" .024 8" .032 2Ib lib 2Ib 2Ib 2Ib 21b 2Ib 2Ib lib 2Ib 100 B 14 L / 180 ............_._._._._. -._... L / 240 21b 11' 10' 2" 2" 13' 11' 0" 10" 12' 10" 11' 8" 14' 13' 11" 7" 13' 11' 1" 11" 16' 14' 1" 8" 13' 12' 6" 3" 16' 15' 8" 1" 14' 13' 7" 3" 21' 19' 1" 2" 15' 14' 7" 2" 22' 20' 6" 5" 17' 15' 3" 8" 24' 11" 22' 8" 18' 0" 16' 4" 26' 1" 23' 8" 100 C, 110 B 17 L / 180 L / 240 21' 10' 9' 4" 5" 12' 10' 0" 11" 11' 11" 10' 10" 13' 12' 10" 7" 12' 11' 2" 0" 14' 13' 11" 7" 12' 11' 6" 4" 15' 14' 5" 0" 13' 12' 7" 4" 19' 17' 6" 9" 14' 13' 5" 2" 20' 18' 10" 11" 15' 14' 10" 6" 23' 1" 21' 0" 16' 8" 15' 2" 24' 2" 21' 11" 110C, 120 B 21 L / 180 ...... L / 240 6" 9' 8' 7" 9" 11' 10' 2" 2" 11' 1" 10' 1" 12' 11' 10" 8" 11' 10' 3" 3" 13' 12' 11" 7" 11' 10' 8" 7" 14' 13' 4" 0" 12' 11' 6" 5" 18' 16' 2" 6" 13' 12' 5" 2" 19' 17' 5" 7" 14' 13' 3" 6" 21' 6" 19' 6" 15' 2" 14' 1" 22' 5" 20' 5" 120 C, 130 B 17' L / 180 L / 240 25' 9' 8' 0" 2" 10' 9' 6" 6" 10' 4" 9' S" 12' 10' 1" 11" 10' 9' 7" 7" 13' 11' 0" 10" 10' 9' 11" 11 " 13' 12' 5" 2" 11' 10' 4" 8" 17' 15' 0" 5" 12' 11' 3" 5" 18' 16' 2" 6" 12' 12' 11" 7" 20' 1" 18' 3" 13' 9" 13' 2" 21' 0 ". 19 °;.'•,` ::...: _.• 130 C; 140 B, `; 150 B',C' 30 _L / 180 � 4 + 8' 7' 6" 8" 9' 9' 10" 0" 9' 9" 8' 10" 11' 10' 4" 4' 9' 9' 11 " 0" 12' 11' 3" 2" 10' .._.__.- 9' 3" 4" 12' 11' 8" _._... 6" 10' 10' 4" 1" 16' 14' 0" 7" 11' 10' 3" 9" 17' 15' 1 " 6" 11' ..._ 11' 9" 9 ,. 13' 11 " ..................._....._.._ 1 . / . 3 .. 12' 7 ": ...:... ;.::::.::.;: :::19 : ::., ,.... 150 B (Non- HVHZ) 34 L ! 180 ..._....._._._._...._._._._ L / 240 13' 8 ._...._........_....._._ 7 ' .. 2 5 " 9 8 ' .. 6 8 " 9 5 .. " ' 8 7 11 9 ' 0 11" . 9 8' 7 .. 9 " 11 10 ' .. 10 9 " 9 9 ' 11 ,. 0 " 12 11 ' .. 3 1 " 9 9 ' 10 9 " 15' 14 ' 6" 1 " 10' 10 ' 8" 5 " 16' 15 ' 6" 0 " 11' 11 ' 2" 2 " 13' 4':.a :..:::::::.:::::::.....:..:. 16 7 a ' " (' 1'"'19 1 1" ;1" 3 ' ?'4" 150 C (Non- HVHZ) 41 _L / 180 240 .... 7 6' 8 .. 11" 8 8' .. 11 1" 8 9 " 8' 0" 10 9' .. 3 4" 9 8' 0 " 2" 11 10' .. 0 0" . 9 8' ., 3 5" 11 10' 5 „ 4" 8 8' 10 10" 14 13' 5" 1" 9' 9' 7" 7" 15' 14' 5" 0" 10' 10' 1" 1" 1T 1" 15' 6" 10`:'x' 10' 9 "'`::x:5':::::3 '1' Ifl" " Veloc. & Exp. Defl. Limit LL lib 3" .024 lib 3" .032 lib 4" .024 lib 4" .032 lib 6" .024 lib 6" .032 lib 8" .024 lib 8" .032 2Ib 2Ib 2Ib 21b 21b 2Ib 2Ib 21b 100 B , L / 120 10 14' 0" 16' 4" 16' 2" 18' 9" 16' 6" 20' 3" 17' 0" 20' 11" 17' 11" 26' 6" 19' 6" 28' 3" 20' 5" 31' 4" 21' 10" 32' 9" 100 C, 110 B L / 120 11 13' 7" 15' 10" 15' 8" 18' 2" 15' 11" 19' 7" 16' 5" 20' 3" 17' 1" 25' 8" 18' 7" 27' 5" 19' 6" 30' 4" 20' 10" 31' 9" 110 C 120 B L / 120 13 12' 10" 14' 11" 14' 9" 17' 2" 15' 1" 18' 7" 15' 7" 19' 2" 15' 9" 24' 3" 17' 1" 25' 11" 17' 11" 28' 8" 19' 2" 30' 0" 120 C, 130 B L / 120 15 12' 1" 14' 1" 13' 11" 16' 3" 14' 3" 17' 6" 14' 8" 18' 1" 14' 5" 22' 11" 15' 8" 24' 5" 16' 5" 27' 1" 17' 7" 28' 4" 130 C L / 120 18 11' 6" 13' 5" 13' 3" 15' 5" 13' 6" 16' 8" 13' 11" 17' 2" 13' 4" 21' 9" 14' 6" 23' 3" 15' 3" 25' 9" 16' 3" 26' 10" 140 B L / 120 17 11' 9" 13' 8" 13' 6" 15' 9" 13' 9" 17' 0" 14' 3" 17' 6" 13' 9" 22' 2" 14' 11" 23' 8" 15' 8" 26' 3" 16' 9" 27' 5" 150 B L / 120 20 11' 1" 12' 11" 12' 10" 14' 11" 12' 10" 16' 1" 13' 6" 16' 7" 12' 8" 21' 0" 13' 9" 22' 5" 14' 5" 24' 10" 15' 5" 26' 0" 150 C L / 120 24 10' 5" 12' 2" 12' 0" 14' 0" 11' 8" C5' 1" 12' 6" 15' 7" 11' 7" 19' 9" 12' 7" 21' 1" 13' 2" 22' 11" 14' 1" 24' 5" 1 0 150 C" L / 80 or L /180 30 9' 11" 12' 0" 11' 9" 12' 0" 10' 6" 12' 3" 11' 2" 12' 8" 10' 4" 16' 0" 11' 3" 17' 1" 11' 10" 18' 11" 12' 7" 19' 10" l 2001 I I 10 � D 1 \G GOD ELITE ROOF PANEL CLEAR SPAN TABLE, ENCLOSED STRUCTURES ED HO ELITE ROOF PANEL CLEAR SPAN TABLE, OPEN 4 SC ENCLOSU NOTE: TABLE CONSIDERS DEFLECTION LIMIT OF L /80 FOR SPANS UP TO 12', AND L /IS0 BEYOND 12' IN HM-4Z (FER 2001 FBC 1012.1) • NOTE: FOR USE IN HVHZ ONLY, CALCULATED PER ASCE 1 -OS EPS ROOF PANEL / SPAN DESCRIPTION: PANEL DEPT:; EFS CORE_ 1 Ib OR 2 Ib 4' MAX WIDTH INTERLOCKING PANEL .024' OR .032' TOP 4 BOTTOM FACINGS (SEE DESIGN NOTES AND SEPARATE PLAN SHEET DETAILS) CLEAR SPAN (L) INSIDE TO INSIDE 36' MAX, 25% OF PANEL WIDTH to SIDES ADD THK OF WALL FOR TOTAL PANEL SPAN: SEAL JOINT - '. ° ` CONTINUOUS 0 ° 0 c 00. CAULKING 0 0 ° ° 0 0 0 0 INTERLOCKING CROSS SECTION INSTRUCTIONS FOR TABLE USE VERIFY APPROPRIATE ALLOWABLE WIND SPEED FROM LOCH AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATIC\ USING 2001 FLORIDA BUILDING CODE. FIND ALLOWABLE ELITE ROOF CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE WEIGHT SELECTED. NOTES ON DEFLECTION USE: USE L/120 FOR ALL NON HVHZ FLORIDA ROOF MEMBERS OvE c OPEN OR SCREEN - WALLED ROOM (LI N.O.), L /IS0 FOR FLORIDA:: ROOF MEMBERS THAT SUPPORT NOTHING OR A NON- PLAST: CEILING OVER AN ENCLOSED ROOM, AND L/240 FOR FLGRP ROOF MEMBERS THAT DO SUPPORT A PLASTERED CE: AN ENCLOSED ROOM (PER 2001 FBC TABLE 1010.1) <: OTHER DESIGN CONSIDERATIONS FRONT OVERHANG 0/H MAY BE UP TO 3' WITH VALUES AB (ADD TABLE LENGTH • WALL WIDTH • 0/H FOR TOTAL PA& MAX. UNSUPPORTED SIDE OVERHANG 15 25% OF PANEL ROOF PITCH TO BE 1/4' PER FOOT MIN, 3' PER Fop: SPECIAL SITE SPECIFIC' SEALED ENGINEERING;! ORDER TO DEVIATE FROM LOADS, DEFLECTI LINEAR INTERPOLATION CF THE TABLE 15 NE1; THIS ENGINEER FOR ALTERNATE SPAN 04 TABLE VALUE DERIV OPEN 4 SCREENED ENCLOSURE$: ::., NON -HVHZ CALCULATIONS BASS; LOADS, I =0.11, 10 PSF MIN HVHZ CALCULATIONS BASE MIN ROOF AREA, MWFRS Z,^r LIMIT BEYOND 12', 30 FS' ENCLOSED STRUCTURES: NON -HVHZ CALCULATIONS 5A5_ WEIGHTED AVERAGE CF INTERIOR, DERIVED USING FACTOR CF 1.21 PER/ HVHZ CALCULATIONS BASED ON AS MIN. ROOF AREA, THETA LESS THAN i0• ' (=SF MIN 51.AINED FROM STRUCTURAL PROPEL TT£ES: Es IciED FROM CERTIFIED 2LE ELITE COMPOSITE FA \IELS OTH =_R5. ROOF PANELS WERE DERIVED :AAF PUBLISHED AVERAGES .1111b 4 2Ib CORE. g1'�s..A7IONS, Ap EE TTED AND :1" SPECIFl .' Irfa OREMEN7 eMP VAL TE DERIVED FROi I _ 1 S' PA \EIr ED DEFLE0 h f:4 -16 1:4:. 2001 FIC TABLE 200 ?; ::;7 -98 UPLIFT, 15' MRH, Kd'oi DEFL LIMIT TO 12' SPA: A BLE 160'6.2A MWFRS, 50% E5, EXP 'C' PRESSURES ,1606.2D, 15' MRH. 64, Kd = 0.85, 200 sa MU,FRS ZONES 2 4 3, 30 E,R1CAL DATA 1 EXTRAPOLATION }. ptESTING 02 MAXIMUM MOMENT 0 TD 3003 -1-1I54 (F'c =llksl ULT, !NATIONS FOR LIVE LOAD VALUES ABC'�E A FfON5 °TION OF OPEN, PARTIALLY ENCLOSED, 1 APPLICABLE. v TEST li' T EE (MIN. MAX Ej d':DEAD L 4 SUBTRACTS'_..... SEE 2001 FBG it 2t6. .......... E1 i .LOSED STRUO3` F S/ L NOTE].:: ONLY VALID W'- f »tG \ED AND SEALED BY FRANK L. BENNARDO, LL CONTAI I:A RED ELITE ' STAMP OVER THE PLAN FACE OR 15 NOT VALID =OR USE ITi40N5, H:CHLIGHTI \G OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT OUR CERTIFICATION. c'iv` DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE THE -; 001 F_CRIDA BUILDING CODE. CONTRACTOR SHALL INVEST.G- _ AND ORM TG) At.L- LOC B'JIL DING CODE AMENDMENTS WHICH MAY APPLY. DESIGN 0R -ER'A FIN MAY RE..UIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEER N% WF03"i SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROC= Bt # NC7t LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY G-R =L - ER 1 THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY - \__YZED .'. ZONAL ENGINEER. PC3E 'E ROOF AND WALL MEMBERS SHALL BE CONSTRUCTED USING TYPE 3003 -H:34 11:3J`!gAttI1 AC-INGS, (I) OR (2) PCF ASTM G -513 CARPENTER BRAND EPS ADHERE TO - _ ..MINUM FACINCa :UJ1TH ASHLAND CHEMICAL 2020D 150 GRIP. FABRICATION TO BE BY ELITE P.:-. \_L PRO CTS ONLY IN ACCORDANCE WITH APPROVED FABRICATION METHODS. 5) ENGINEER SEAL AFFIXED HERETO VALIDATES DESIGN OF SPAN CHART VALUES AS 3.--OWN ONLY. USE OF THIS SPECIFICATION BY ELITE, et al. INDEMNIFIES AND SAVES HARMLESS ' -IS ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL FABR :CATION, SYSTEM ERECTION, AND CONSTRUCTION FR- C'ICES BEYOND THAT WHICH 15 CALLED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS DETAIL. 6) EXCEPT AS EXPRESSLY PROVIDE.^. IN T1-415 DETAIL, NO CERTIFICATIONS OR AFFFIR^'4 - TONS ARE INTENDED. THIS DOCUMENT 15 THE PROPERTY OF FRANK L. BENNARDO, P. AND SHALL NOT BE REPRODUCED OR MODIFIED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRA \< _. BENNARDO, P.E. •.o°. n .w r•ai MOT .i a..mrm So raa o. .•n r.wa° 001•70 1•0••• L v.r Building Innovation ELITE Panel Products SCALE: NTS DRAUN BY: Le C cOK:=O BY: PRINT DATt: 4/18/02 JOB ': 2 SHEET: 1 OF 1 J rA C.ONNECTION TO STRUCTURE: EL I TE ROOF/SCI\EEN WALL I IAjTEf FLAN St -FEET - WOOD OR CONCRETE �. / I/4' LAG BOLT a 12' O.C. • ENDS TO 2' SOUND FASCIA. ENSURE FASCIA I5 SECURELY FASTENED TO EACH RAFTER WITH (1) 1/4' X 3' LAG MIN. CENTER LAGS TO RAFTERS. ENSURE I I/2' MN. PENETRATION PRE -DRILL HOLE TO AVOID SPLITTING 2' NOMINAL STRUCTURAL FACIA MINIMUM 92 x %' 5115 a 11' O.C. (4) PER 4' PANEL T 1 B. ADD (2) 5MS 2' 4' FROM EACH ENCLOSURE END T • B. HEAVY ADHESIVE CAULK TOP • BOT CONTINUOUS ELITE GUTTER (OPT.) USE 1/4' LAG BOLTS AT ENDS 4 6' D.G. FOR CARRY BEAM ALT: 1 4' THRU BOLTS (e ROOF • CB.) e 24' O.G. 1 ENDS TO 2'x2'x.053' ANGLES (EITHER SIDE) IF REQ'D BY BLDG DEPT. Ek /SI OR T>STER SECTION AT BEARING COLUMN — x'12 SMS e 16' TYP. T • B O 0 ° 0 00 0 ° 0 0 ° 0 0 ° ° ° ° ° 0 ° ° O 0 0 0 0 0 0 0 0 0 0 0 0 0 ROOF PANEL CONNECTION FRONT LEVATION E SEAL JOINT CONTINUOUS CAULKING ELITE EP -23 CARRY BEAM (SEE SITE SPEC) 3 4' THRUBOLT, CARRY BEAM TO COLUMN NOTCH COL. TO FIT BEAMS SNUG 2x2 ANGLE, (3) •14 SMS EA LEG, EA SIDE OF BEAM POST (SEE SITE SPEC) ROOF SPAN FROM TABLE MIN ROOF PITCH 15 1/4' PER FT MAX 15 3' IN 12' T1' AMT CH I� RAIL A A P BE I R L COL PER TABLE- (4) *10 X 1' SMS_I \ 2 X 2 EA TYP. CI-1,41R RAIL CONCRETE OR FILLED MASONRY• MAX O.C. ' • COLUMN 2' X VARIES SEE TABLE 1/4' TAPCON 1 EMBED TO GONG 24' O.G. TYP. 0 0 0 0 ELITE END CAP OR VALANCE 3/ • ELITE 1/4' X 2)4' o • . /EP -23 TAPCON a o0 2 ' 4 4'' • FROM ENDS BALo18' oo' '12 SMS a 16' TYP. T • 5 0 0 0 0 0 0 0 0 0 i? 024' FLASHING SEALED TO WALL (TYP) ' NOTE: USE HILTI CARBON STEEL Ys' BOLT DIAM. SLEEVE ANCHOR TO HOLLOW BLOCK AT SAME SPACING OR USE 14 SPACING FOR TAPCON FASTENERS 4 PLACE (3) AT EACH END 2' FROM END, 2' APART 5 ENCLOSURE TO CONCRETE DECK ANCHORING DETAIL NEW/EXIST. CONCRETE SLAB • FOOTING. MAY BE OVERLAID WITH PAVER BRICK PROVIDED ANCHORING CONDITIONS ABOVE ARE MET (SEE cc SHEET ADDITIONAL FOOTING ENGINEERING SH�_T FOR MORE DETAIL AS REQUIRED) SECTION AT ROOF PANEL SIDE 2' ANGLE EACH SIDE OF COLUMN WITH 1/4' TAPCON TO SLAB PROVIDING 1 3/4' MIN. EMBEDMENT INTO FDN MN. AND (3) '14 SMS TO COLUMN NOTE: ADD SECOND ANGLE BEHIND FOR 2 X 1 COLUMNS • LAR I' X 2' OPEN BACK FASTENERS SET BACK 2 1/2' MIN. FROM SLAB EDGE 0 0 0 0 I/4' X LAGS 24' MAX. O.C. (1' MIN LENGTH GT PANEL THICKNESS) TO SECURE ROOF TO NON - PRIMARY WALLS ONLY- CAULK ALL SCREW HEADS 0 0 o ELITE ROOF ° ° PANEL 0 2X2 MIN. 2x2 ANGLE, (3)'14 5MS EA LEG, EA SIDE OF BEAM EXISTING STRUCTURE (BY OTHERS) 1X2 OPEN TO STRUCTURE WITH 4'X1 'EMBED TAPCONS OR '14 X 1 }' EMBED WOOD SCREWS 4' FROM ENDS 4 24' MAX OC. 36' I'+AX WIDTH 80' NIGH SCREEN DOOR: I X 2 FRAME, 3' PJSH BAR. 8' KICK. = 'LATE, AUTO CLOSER 2 :< 2 BOX AS NCH- PRIMARY CQ_UMN DOOR SUPPORT ONLY BETWEEN PRIMARY COLUMNS 2x2WITN1x2CORNER GENERAL NOT 1) ri15 DCCLT":ENT SHALL NOT BE USED (2f2 % E?RL313G BE`,NARDO, PL. 1 UST HAVE 'ELITE' IN RED••1403.0S3__ 2) T4I5 STRUCTURE HAS BEEN SIGNED ANI , FLORIDA BUILDING CODE. AHY<EGGAL AMENDMEN REC) E ADDITIONAL ENG1. - E* I! #:`• ?::. " 3) THE EXISTING HOST ST.k..1 t1k y1i5'T BE CAPA HOLDER NO WAR,RANTt E1T E 'RES5ED OR IMPS: VER.FIED SY OTHERS:<::::::r::::<>; 4 SCREENS TO 15 ' .G..,' A3 .:AAN 60,7 OPEN ATTACHED: ?_, 5) COMPOSITE ' 5HALL BE FABRICATED BY:1 FABR:CATICN 1 4Q (3$` i;:;;;r'' 6) ALL EXT BE AE#;#J:i ROOF /SCREEN P LAYOUT CARRY BEAM COL. PE SCi.4EDUI :Z 2 CHAIR RAIL 12' -36' F,PITI SLAB " AX IN BETWEEN TURE • RAISED SEAL OF FRANK L. ■E%'WWITH THE REQUIREMENTS OF THE 2001 E CONSIDERED IN DESIGN AND MAY D STRUCTURE AS VERIFIED BY THE PERMIT :'ADEQUACY OF HOST STRUCTURE 51-IALL BE FLAT SPLINE. : PRODUCTS ONLY IN ACCORDANCE WITH APPROVED " TYPE 60634.t}1>' EONNEGT1 N5 5.I -ALL BE BOLTE=D OR FASTENED WITH POP RIVITS OR SHEET METAL ROPER;FR .tEg1NG METHODS AND CODES. ANY FASTNER STRIPPED OR NOT •:ACED. 1:10 ND /OR SE::iPROYlDW WITH 1!2' DIAMETER WASHER MINIMIUM UNLESS NOTED. EMBED. A� ::•NOT INGL1IDz.:::: 7:t1 U'OR FINISH MATERIAL. Y :N Iii `t1C STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE ;T= C SPTi1 WITH5.I.IC, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION I, THE E41 , STATE, AND LOCAL CODES. SULATE ALUMINUM MEMBE FROM DISSIMILAR METALS TO PREVENT EXTRUSION THICKNESS PER THIS SHEET, WITH A .- 0 T E Ot't. G'.E. }.O. 1) ALL ....... 11 EZER SCREWS ADEQUATELY 4. 8) = ASTENERS LEN =sTHS NOTED • G 5) ALL FASTENER3 CORROSION RESISTANT ALUMINUM ASSOCIATION 10) THE CONTRACTOR IS'ti ELECTROLYSIS. 11) ELECTRICAL GROUND AND': 41 f T G #7 t1J1RING AND CONSIDERATIONS TO BE DESIGNED BY OTHERS AS REQUIRED. 12) ALL CONCRETE FOUNDATIONS # L 1.. BE:Pc =2500pai MIN ON 2000 P5F MIN COMPACTED SOIL. ALLOW 3 DAY CURE BEFORE INSTALLING BOLTS. SEE ADDITIONLAE FOIJNF ATION ENGINEERING BY THIS •"CsINEER IF REQUIRED FOR PROJECT BY CODE. 13) ROOF PITCH TO BE 1/4' PER FOC3IMI 3' PER FOOT MAX PROVIDED HIG -!EST WALL DOES NOT EXCEED SPECIFIED HEIGHT. 14) ALUMINUM MEMBERS IN CONTACT WfTN CONCRETE 4 WOOD SHALL BE SSOTECTED BY 'KOPPERS BITUMINOUS PAINT' OR MFR. EQUAL IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 15) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS S-fOUN ONLY. USE OF THIS SPECIFICATION BY ELITE, et al. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS 4 DAMAGES INCLUDING LEGAL FEES 4 APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, 1 CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. 16) EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION, NO CERTTF:CATIONS OR AFFIRMATIONS ARE INTENDED. T-415 DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, PE. 4 SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT O FR4 \K L. BENNARDO, PE. (C) FRANK L. BENNARDO, PE. • m.m • 14,'•oYa*1t 01 ,...44 L • /4.00. 4 0 •0 4441 C' - ▪ M• PI'•R Y1.OR YR1ln <PYrt o a•c L ••4•00. n *A000 DGRESR 6EAL - TE00'4�1s! rAaR �` 1— W W Z O • Z Q c+l • J 0_ n1 Vf ( D - Q • So Q n • zzv Z W -- W J U Q • N u_ f.. • 0 0 111 IJ_ W 1- J W Building Innovation ELITE Panel Products SHEET: i OF 2 r ThBLE SOLVES BEAM Load' TOTAL (Ps() 8' Load CLEAR 12' SPAN 14' >> 16' 18' 20' 24' 2x3 SNAP 2x3 SNAP I = 0.7610 S= 0.4890 I (in S (in nm 0 — ".• z• CO n0 0 0 0 N 0 CO r 0 0 CO O D )n n rn 0.879 0.586 2x3x.070 BOX I (in'): S (in 1 aD D — r O (0 7) N D CO D 0 O 7 0 D (D D U) 0 (0 n n 0.874 0.583 2x4 LAP 1 (in S (in 1 0D • 7 0 - n 0 no n 0 7 r`r• A CO 0 M o c0 r 0 r- _ on -1 - w 2.056 1.024 2x3 SNAP 1x2 OPEN I = 1.4550 S = 0.7190 2x5 LAP 1 (in'): S (in 1 W V CO 7 N 0 0 V n 01 7 CO -o 7 D o n 7 � • V r 7 O n0 3.987 1.589 2x5x.093 1 (in S (in 10 V (0 N n 0) V z 7) 0 7 m 1 7: r 7 O n I- 7 - 7 O1 7) 0) 3.969 1.588 2x6 LAP 1 (in'): S (in 1 CO 7 M n t r7 n 0 7 N 2x3 SNAP 2x2 BOX 1 = 2.3150 S= 0.9120 I' CO V • D - O N 7 5.840 1.945 2x7 LAP 1(11) S (1n n CO r co 7 N 0 N 0 • n v no r y 7 (0 t 01 7) 0 7 01 7 ••• 7 N CO V — 1 8.989 2.572 2x8 LAP 1 (in'1: S (in 03 7 a 0) ) Ol '7 7.- 7)70 00 0 (•- 0 — (O f7 O D CO D N 7 N D V) V 15.62 3.900 69 LAP 2x4 LAP I = 2.0561 S = 1.0240 0D 0D 0)00 '- CO (0 N V' 01 10(1 S (in 1 CO IV IN (0 - (0 • - O V N D (0 7 O) V n 0D 7 0 Ir.. V Cr, 0 n n) O 20.84 4.631 1 , i I 5 U L 26 9' 11 9' 5" 9' 0" 8' 8" 8' 4" 8' 1" T10" 2x5 LAP I = 3.9872 S = 1.5890 110 B 10 19' 3" 18' 8" 18' 1" 17' 5" 16' 10" 16' 3" 15' 9" 120 B 12 18' 1" 17' 4" 16' 7" 15' 11" 15' 4" 14' 10" 14' 4" 110 C, 130 B 14 16' 10"16' 0" 15' 4" 14' 9" 14' 2" 13' 9" 13' 3" 140 B 16 15' 9" 15' 0" 14' 4" 13' 9" 13' 3" 12' 10" 12' 5" 120 C 17 15 3" 14' 6" 13' 11" 13' 4" 12' 11" 12' 5" 12' 1" 150 B 18 14' 10'14' 1" 13' 6" 13' 0" 12' 6" 12' 1" 11' 8" 130 C 19 14' 5" 13' 9" 13' 2" 12' 8" 12' 2" 11' 9" 11' 5" 140 C 23 13'1" 12' 6" 11' 11" 11' 6" 11' 1" 10' 8" 10' 4" 150 C 26 12' 4" 11' 9" 11' 3" 10' 10" 10' 5" 10' 1" 9' 9" 2x6 LAP I = 5.8403 S = 1.9450 110 B 10 21' 10" 21' 0" 20' 1" 19' 4" 18' 7" 18' 0" 17' 5" 120 B 12 20' 1" 19' 2" 18' 4" 17' 7" 17' 0" 16' 5" 15' 10" 110 C, 1308 14 18'7" 17'9" 17' 0" 16'4" 15'9" 15'2" 14'8" 140 B 16 17' 5" 16' 7" 15' 10" 15' 3" 14' 8" 14' 2" 13' 9" 120 C 17 16' 10" 16' 1" 15' 5" 14' 9" 14' 3" 13' 9" 13' 4" 150 B 18 16' 5" 15' 8" 15' 0" 14' 4" 13' 10" 13' 5" 12' 11" 130 C 19 15' 11" 15' 3" 14' 7" 14' 0" 13' 6" 13' 0" 12' 7" 140 C 23 14' 6" 13' 10" 13' 3" 12' 9" 12' 3" 11' 10" 11' 5" 150 C 26 13' 8" 13' 0" 12' 5" 11' 11" 11' 6" 11' 1" 10' 9" BEAM Load' TOTAL (Ps() 8' ROOF 10' CLEAR 12' SPAN 14' >> 16' 18' 20' 24' 2x3 SNAP I (in S (in nm 0 — ".• z• CO n0 0 0 0 N 0 CO r 0 0 CO O D )n n rn 0.879 0.586 2x3x.070 BOX I (in'): S (in 1 aD D — r O (0 7) N D CO D 0 O 7 0 D (D D U) 0 (0 n n 0.874 0.583 2x4 LAP 1 (in S (in 1 0D • 7 0 - n 0 no n 0 7 r`r• A CO 0 M o c0 r 0 r- _ on -1 - w 2.056 1.024 2x5 LAP 1 (in'): S (in 1 W V CO 7 N 0 0 V n 01 7 CO -o 7 D o n 7 � • V r 7 O n0 3.987 1.589 2x5x.093 1 (in S (in 10 V (0 N n 0) V z 7) 0 7 m 1 7: r 7 O n I- 7 - 7 O1 7) 0) 3.969 1.588 2x6 LAP 1 (in'): S (in 1 CO 7 M n t r7 n 0 7 N 7 _ N V N I' CO V • D - O N 7 5.840 1.945 2x7 LAP 1(11) S (1n n CO r co 7 N 0 N 0 • n v no r y 7 (0 t 01 7) 0 7 01 7 ••• 7 N CO V — 1 8.989 2.572 2x8 LAP 1 (in'1: S (in 03 7 a 0) ) Ol '7 7.- 7)70 00 0 (•- 0 — (O f7 O D CO D N 7 N D V) V 15.62 3.900 69 LAP 0D 0D 0)00 '- CO (0 N V' 01 10(1 S (in 1 CO IV IN (0 - (0 • - O V N D (0 7 O) V n 0D 7 0 Ir.. V Cr, 0 n n) O 20.84 4.631 1 , i • 1) VERIFY APPROPRIATE WIND SPEEDS AND EXPOSURE (Exp) WITH LOCAL MUNICIPALITIES TO SELECT PROPER COLUMN TABLE FOR USE. TABLE NOT FOR USE IN HVHZ AREAS. 2) COLUMN SPACING IS HALF OF SPACING TO LEFT PLUS HALF OF SPACING TO RIGHT OF COLUMN (AVERAGE COLUMN SPACING) 3) THIS TABLE NOT FOR USE WITH KNEEBRACES OR RIGID FRAME CONSTRUCTION. SEE SPECIAL ENGINEERING BY THE UNDERSIGNED ENGINEER ONLY FOR SPECIAL CONDITIONS. 4) COLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX BY 2 X 2 CHAIR RAIL MIN. 5) DEFLECTION LIMIT OF L / 60 USED (PER TABLE 1610.1 OF 2001 FBC) 6) LESSER OF 15% OF YIELD STRESS (18,150 psi) OR ALUMINUM ASSOC. ALLOWABLE TENSILE /COMPRESSIVE STRESS OF 15,000 psi DIVIDED BY 1 =0.11 (19,480 PSI) (SEE TABLE 1606 OF 2001 FBC) c. CARRY BEAM CONNECTION e WALL CARRY BEAM (SEE TABLE) TYP. CARRY BEAM SPLICE DETAIL NOTE: NO SPLICE TO OCCUR IN CENTER OF SPAN. SPLICE FOR SEAMS ABOVE 2 X 6 TO BE OVER SUPPORTS 6' MIN FROM r ANY ROOF SPLICE ° 0 0 0 0 0 0 0 0 ° o 0 o ° 0 ( 1 ) 1 / 4 ' °° ° ° 0 oI ° o 0 00 0 0 0 0 0 0 s ° 0 0 BOLT INTO EACH CARRY BEAM END 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 ° 0 (4) •14 SMS EA. SIDE OF PLATE UP TO 4' CB, (6) EA SIDE UP TO 2 X 6 ROLE CARRT BEAM PER TABLE 6' WIDE X1/8' TI-1K ALUM PLATE ON EACH SIDE / OF CARRY BEAM' SCREEN COLUMN (LOCATION MAY VARY) 3 . - EXTRUSIONS VERIFY FIELD EXTRUSION DIMENSIONS WITH DESIGN DIMENSIONS PRIOR TO USE. ALTERNATE ENGINEERING WILL BE REQUIRED FOR DIMENSIONS LESS THAN THOSE AS SPECIFIED HEREIN. ALL EXTRUSIONS TO BE 6063 -T6 2 X 3 SNAP BEAM (J (202) BOX BEAM WITH EAVE AND CORNER SNAP 20 ' 2 X3BOX BEAM j- � 1 4' THRU BOLTS 4' FROM ENDS m 24' O.G. TO 2'x2'x.093' CONTINUOUS ANGLE 2'x3'xlie' ANGLE FASTENED TO INSIDE 1 BOTTOM OF CARRY BEAM W/ TB. SIDE, (3) '14 SMS BOTTOM, FASTENED TO CBS WALL W/ (3) 1 /4'xP4' EMBED TAPCONS OR TO WOOD WITH "14 X 1 }' EMBED WOOD SCREUS EA ANGLE ANGLES 17)62', .062', 093', .125' DEPTH AS REQUIRED (2' MIN) 1 X 2 OPEN SNAP 045' ( , (1 • FOR NON -SNAP 1 COMPOSITE CONNECTIONS, USE •10 X2' SMS • 16' O.G. I-- I', 2', 3', 4' --1 LAP BEAM WALL 71-4ICKNESSES TOP .160' .160' .160' .160' .234' .234' SIDE .044' .050' .050' .051' .012' .012' !BEAM 2x4 2x5 2 X VARIES 2x6 LAP BEAM 2x1 2x8 2x9 'SIDE' (SEE TABLE) 92 SMS • 24' O.G. MAX T 1 B FOR 2x1 OR LARGER, 32' O.G. UNDER 2 X 1. PROVIDE MIN OF 3 SETS PER ANY 8' SECTION. L 010' 3 X 3 SQUARE TUBE 0 M 1 SIM: 2 X 5 X 093' SOX BEAM (NOT 51-1OWN) CARRY BEAT' i CLEAR SPAN TABLE TABLE SOLVES FOR MAXIMUM CARRY BEAM CLEAR SPAN BETWEEN SUPPORTS CARRY BEAM TABLE NOTES: I) vERIFY APPROPRIATE LIVE 1 WIND LOADS WITH LOCAL MUNICIPALITIES TO SELECT PROPER BEAM ROW FOR USE. 2) CARRY BEAM LENGTH IN TALE 15 CLEAR SPAN BETWEEN SUPPORTS. 3) TABLES MAY BE USED WITH INTERMEDIATE (MID -ROOF) CARRY BEAMS. SEE DESCRIPTION FOR USE WITH INTERMEDIATE CARRY BEAM SPANS BELOW. 4) DEFLECTION LIMIT OF L/120 USED (PER TABLE 1610.1 OF 2001 FBC) 5)15% OF YIELD STRESS (18,150 psi) USED IN DESIGN. 6) A 1' FRONT OVERHANG HAS BEEN USED IN ABOVE TABLES. ALTERNATE TABLES NEEDED BEYOND I' OVERHANG. MULTIPLE CARRY BEAM TABLE USE DEFINED: INTERMED. CARRY BEAM ROOF CLEAR SPAN (MID -ROOF CASE) = LI END CARRY BEAM ROOF CLEAR SPAN (ROOF END CASE OR SINGLE SPAN ROOF) = L2 Velodty 8 Exposure 100 13, 100 C, 11013 110 C,120 B 120C, 130 B 130C,140 150 150C Load (Ps() 11 13 15 18 20 24 EXISTING STRUCTURE (LOAD 15 G-R EATER OF GRAvIT" OR UPLIFT =ER CODE) 000••• • "• .c.?WT ". . a.: 4 P 1000 010,0. o MOW C. w RS•• TO 0r 000.00 AM MOT •007110 M04.001. COTT.C.00. VALID O•4.7 YI'M 4UED ENG• EER SEAL P. L E044R70. F'E. TEOO•aS• 0000 FOR (1) JOB 04.T w ry pw Ct Q Z Zw 1110 _P X � zN QZ LL 0 U z W W z z W l0 IL. 9 9 PREPARED FOR: ELITE ALUMINUM CORPORATION (800) 421 -0682 REVISIONS DESCRIPTION DATE SCALE: N.T.S. G cGG =J BY: PRIN i DATc: 4/26/02 JOB •: 21413.1 2 OF 2 EMAIL: FRANKeFLBENGINEERING.COM SECTION BY DATE Zonin: , : y : ,, .!WV c%. Electrical Mechanical Business Telephone Alteration Interior Plumbing Demolish Fire Shell Only Public Works Foundation Only Structural 11/A QQOZ Building Official �� Other PROPERTY OWNER New Construction Name EL Lio-, l)iLSNPr„/ Enclosure Address .. 5 NN 9/ a MSAM, H .33;3 if • Home Telephone // Business Telephone Alteration Interior Fax Demolish ENGINEEEER New Construction Name E ��''-'''� xi/if �.� E i i i Ye hl //d' Enclosure License No. Alteration Exterior Address 2/61O / / - 75 sr 5 ////94/4.9W A 3..Y 0 !C // Telephone J ) � fa.-z2 ..... g/ Alteration Interior Fax (.30_s- 3a (c 16 i Demolish TYPE OF MANAGEMENT (✓ ) New Construction Building Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only ✓ Foundation Only Add'1 Attachment Other Add'l Detachment Other PERMIT TYPE (✓) j Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PtCLOSU ✓ Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review 4 O ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) D?' D AND PREPARED BY: DATE: CONDITION OF APPROVAL 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Revised July 2001 INSTRUCTIONS - The following steps must be taken to obtain a permit from the 11Iianti Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted 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. APPLICATION Job Address: /oL S NE q 1 2 Address Apt. Folio Number Lot c Block 1 Subdivision PB PG Current Use of Property RE51 I)GL3/G5 Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit M► A /v11 City Description of Work INSIILATI=O ,LDM/IVDM Alb& Sc. ZeEN LNC/2s viz( Zoning // Linear Feet Square Feet 7 �� Units Floors Value of Work $ 7/0'70 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. CONTRACTOR Name E}tuv1//vUM L 12/=SS 7NC License No. Cc 9 '7BS . O ' .3 Address cnol E 47 "2 Telephon PERMIT APPLICATION State 3313K Zip >vi, fANi417. 1:1 Qualifier Name 1 ! A / /}LZ 9 S\L- 1m `t-34 ELECTRICAL TYPE Minimum Fee QTY. 'TYPE Dryer QTY. TYPE Outlet, Appliance QTY. 'Tl'I'E Service Repair QT1•. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service ' Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE: Soakage Pit QTY. 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 Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE ORIpA, UNTY OF MIAMI -DADE Signature of Owner 01 No co Print Name 6 Sworn to to and subscribed before me this day of 406. Sr Qz2o-p• a y o s Signature of./SN Il9drtiar°SiIEda Sanz *�* My Commission Gcnngon CC929682 SEAL: , 4„„.•• Expires Avil Vei. $April 20, 2004 Personally known OR, Produced Identification I 1) L Type of Identification Produced: SEAL: PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature o ontractor / ualifier j r c ?.. c'. Z Print Name 6 Sworn to and subscribed before me this 6 day of AU6- S7 , S Signature of Notary Public - State of Florida e+., Barbara Solares Sanz ** My Commission CC929682 Expires April 20, 2004 Personally known OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 uilding Inspection Request Date ‘ Time Type Insp'n Permit No. 37 DOa. - /3 9f6 Name Address / 2 . /1' � 91 Z� Company /A' Phone #� � 0 ` l'3 For Inspector: -/_02 Approved R- ❑ Correctio Re- Insp'n Fee Name & Date Type Insp'n Permit No. Name Address Company Phone # Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 8'4 Time Re- Insp'n Fee ❑ /?- 7L 7,z 4Jg iz 144 'ALA-km $' ., 503 - °,024SIC For Inspector: d > ` f_ Type Insp'n Permit No. 02o&' 2 - /i 3 v Name /22,5 Address Company Phone # For Inspector: 2, Z Name & Date Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date g " 620 42 ' Time 14.'/ Re- Insp'n Fee ❑ , ?05 2.20°1/ 3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date `62 Time Type Insp' n J1,L — Permit No. , p 0 2 " nis Name Address Company Phone # 7 /a de 9/ T1 s For Inspector: a2 7_0z Name & Date Approved ❑ Correction ' y pict;:n Guth Cl� f/43 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Approve Date Type Insp'n Permit No. Name Address Company Phone # For Inspector: Correction Re- Insp'n Fee ❑ Time J 2 O ' Dat£ >31-1& (O " /e_ 7 Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Ins Permit No.; ...� Name��X — Address) s = e Compan Phone # For Inspectol: Approved Re- Insp'n Fee ❑ �� a (i)vvIl Wes, Q(< Lou u l �' %Gf1/d MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n tii- 41 . ' 0C* AP Permit No. Name Address Company Phone # m ' For Inspector: / & ,' Name 1. VU Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time 4 Type InspLrrl Approved Correction Re- Insp'n Fee Permit No. fi . Name �� /I 1 — Address Company Phone #�' For Inspector: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date0/ ?)/D Tim Type Insp'n ((( ` Permit No. T) Name Z4) 41 ict AA/ Address Company Phone / For Inspector: 4 1l D ag Na e Approved / ate Correction Re- Insp'n Fee 4 Date Type Insp'n Permit No. Name -Z.-(7 ? ,thd' Address P .q ,P x.T 1 / --- Company ) � 4, ti , 7 _)-! fir -/( r - :i'3 Phone # ( :3 c �� )� 0.) For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time 1 clq 0 Date Time Type Insp'n Permit No. 13 `�` °��fjy�I�'� O 13/3 j-,C) ,) Name .// Address la ide7 9/ 4 2 e Company 1 5 -- r- /Y Phone# 36_5 . (((,O3 • D //6 For Inspector: }�[ � /`y /0me & Date Approved ❑� -. / € li ;- Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 74--a Time Type Insp'n cef'xt Permit No. A P 2'C oz —, S o' e Name 71.Sh a4L21 Address 2 1/ 1 1 %/ 7;44 Company Phone# ,34.51 <'3 For Inspector: �. 9.. ‘1,2„ Name & Date Approved Correction Re- Insp'n Fee -IORES VILLAGE G DEPARTMENT 35- 795 -2204 ; Inspection Request -a Z Time Type Insp'n Permit No. 7 2 T2 - 2/36, Name ?/ /4 Address / -. 5 4 1'. f/ Company 4 Phone # :3OS -O" 1/ 3 For Inspector: Approved Correction Re- Insp'n Fee 9 ° Q Q Name & Date 6i+r rc9el< Do - II SHORES VILLAGE .i,DING DEPARTMENT 305- 795 -2204 Building Inspection Request Date j- 1- 2.) Time Type Insp'n Permit No. Name Approved ❑ Correction P , 2e® 2 . - �35� 7);d4.&14.3 Address / 1.2-,S 4 q / r."1} Company c� //� i ,Zza f/e Phone # 30S Ago- /I es For Inspector: '_/ Q P2 Name & Date Re- Insp'n Fee ❑ 7 ierfc=6 - 4/ f 9/N tue (a // N fp e9Lc_2.l f MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3-4_602- Time Type Insp'n 4 Permit No. .3 7 ®®2 - /3 ,, Name 7a Address /Z / 9/ 7..€A4 Company / 9 Phone # 3 �r f� � - 0/ / For Inspector: 3 ®. Name Date Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reque Date Type Insp'n4g .10; Permit No. 79 P 2002_- .20 Name / /S'k _ Address / 22 91 /e/, Company Phone # 3o .c 7 S P 93; For Inspector: L/_ /O -03 Name & Date Approved Correction Re- Insp'n Fee ❑ Time Type Ins —.. Permit No. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTM _ T 305- 795 -2204 Building Inspection Req Date Time o o Name & Date c) -012/ ? CONTRACTOR Name ficrit /)- . - "CNAC . LicenseNo./t fGo ��/ , � G /1 Address / Z / 3 .r N 6 XI • i rte. 3 3/4/ Telephone3 ` 92i 2s .� S �Fax _, Qualifier Name ,44 hi ) TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other t— Add'l Detachment s� Other Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review • • • • • ••• • ••• • ❑ PROOF OF OWNERSHIP • • (Attach) ❑ HRS / DERM A,PPIMVAL: • (Septic / Sewer) • • • • • • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ / SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 2 26-0 • • • • • • •• • • • • • • • • • • • • ••••••• • • (¢.01/sq.ft.) • •• ••• •• • Metropolitan Dade County (C.C.F.) J ( sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) • • • •• REVIEWED AND PREPARED BY: PERMIT APPLICATION ' CIIECKLIST ▪ ❑ C ONDO ASSOCIATION APPROVAL (Attach) • • (:1 aR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• ••• • • • • • • •. • • • • 1VMag Permit No. ,� 1Q2 -' Z- ° 26) 4 Y7 • . • • • ub diary ter Permit N o. • • • • • • • • • PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit applitiEn 1:✓hhirrust Ife'signns Ey lee 'property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accuNe Ones:in: o {ydlu NIplicatigp. If roofing work will be done, a roofing application must be submitted 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: /2--• 2 ' Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work ?i U Bldg Value Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT i Name License No. Address Telephone Fax PROPERTY OWNER Address Home Telephone Business Telephone Fax D c cription of Work ing Lin Feet Tax Assessed/Appraised Value Zip Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer • • • • • • • QTY. • TYPE, Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan • • • • • • ' • •' Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet f Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television 1 Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. 'TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. 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 f Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory 1 Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower I Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVEDDYQUI; VSLIDAM PI?YZjv1IT Agll PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are lfmitedto: Morliay ttddligh Fr agfrom 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT Fit ` FT2LlZvt p?i r At? ErEitiS.• • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY 0)UIPACNr Cal 'E)31C S, /OD 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. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall • Construction Lien Law . nd Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE 'Signature of Owner • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •••• • • • • ••• • • Print Name Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: STA '' iF ORIDA, O Y OF —( Signature of Contractor U ualifie F I1 Sworn to and subscribed before me this Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION day of Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Page 3 •• •• • • • •• •• • • • • • • • • • • • . • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• PERMIT APPLICATION • • • • • • INSTRUCTIONS: Please indicate the ty1Se wart l ittg ,eefol1ved and quantity(ies) in the space provided below. ••• • • • RECEIVED AND REVIEWED BY: DATE: Applicant: ELLIOT Owner: PILSHAW JOB ADDRESS: 1225 NE 91 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: PL2003 -58 Printed: 2/25/2003 Contractor PRONTO PLUMBING INC Local Phone: 305 - 892 -2255 Parcel # 1132050010240 If there is no permit pack "-. fee is $50.00, which must b( This Permit is granted to the contr ordinances pertaining thereto and wi• and approved by the proper municip authorization. A further c o ordinances and -•ulation by his agents e a o Sig / ,IL In cons •er. " , •f a issuance I with the pia • • : wings, statemen myself, my agent, servants or emp Signe rt•pssible on the job -site for Vll00 no•Ste /$ OL9ize11 -C9 86V Plumbing Permit PILSHAW ELLIOT TERR Contractor's Address: 12135 NE 11 PL Legal Description: WATERSEDGE Permit Status: APPROVED Permit Expiration: 8/24/2003 Construction Value: $2,000.00 Work: REMODEL ON BATHROOM (THREE FIXTURES) 31VO are Page 1 of 1 PB 9 -141 LOT 28 & LOT 29 LESS E15FT V ,e_A..41xit 4 . 0 r)"\A 5- 00 lu ° � Total Fees: X88 Total Receipts: $0.00 inspectors to verify, there will be no inspections. Re- inspection i 5 h90505 :152 9 t OL 90:1 ed: ition up pertainin employee • / 1 vo Odd 'lWd/W H.WON "0479 3144 ` /9 (LZI HDNYH9 17W H1NON 7 J11Nb' LI ■ > j ��►s "/ I" BLK 1 • ao.d AO a3aao 314101 AVd The Sunshine State •. UCENSE NUMBER .. N253- 299-48 -144 -0 GERARD WILLIAM NUGENT 12136 NE 11 PL NORTH MIAMI, FL 33101-5824 BIRTH DATE SEX MGT. REST. ENDORSE. 0424-48 M 601 ISSUED EXPIRES 03.2002 042408 DUPLICATE 00-0000 . SAFE DRIVER X02010.3203u4 of a motor reticle eanst tttes consent to en/ sobriety test teglied try lew. r CONTRACTOR Name / � /ht 2Qi f /4'/a� (.27...,%,,,A,„; i c. License No. C .tic 05 y Address /ate, 2S / �'.�e / ,11c 9,,? fi3,-.f-ti j% cs £/ ✓C Li -'Jtf Telephone fax 3o. ) - '7:?-2/ sas- 257 /-t Qualifier Name PROPERTY OWNER Name // ` , g/ j Addr 12 5 -N 7/ 1...): /1 -,..,..„.„ ‘ Mfg Rid A 1-?', P Home Telephone Business Tel Fax t -? 7 f - 6 - 31f 7 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) Cl OTHER (Specify & Attach) PERNIIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ k0 r Metropolitan Dade County (C.C.F.) $ 1.-/•• 0 (Xq..ftt. = x/1000 (¢.005 / sq.ft.) ((t.01 /sq.ft.) l PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) O CONTRACTOR REGISTRATION (On File) TOTAL $ � O ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. 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. APPLICATION Job Address: X22 3 /E f/ 1/ Address Folio Number //' 3 Z 0 r 00 / - oat/ o Lot WI. 0 9 044 /5 1 Block Subdivision f`J.0 PB q PG /y/ Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other /2.4,w /1 /P f � Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT License No. A7/, Name Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. •c2 0 ' m ` ; kirit f City State Description of Work / O %rT 7c1A.../l') Zoning Linear Feet Square Feet Units Floors Value of Work loes3 COO Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax ELECTRICA L TN PE Minimum Fee QTY. Tl"1'F Dryer QTY. TVI'E Outlet, Appliance QTY. "MT Service Repair QT 1'. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TY"PI. Generator QTV. "I'1"I1. Refrigeration, Tons Q "1 'V'. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING . L1 . PI , . A/C Condensate QTY TYPE Drains, Roof Q"I TVI'F Miscellaneous Fixture QTV" TVI'l. Soakage Pit (11 Y. 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 Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. 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 govemmental 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, P Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE / ORID NTY OF MIAMI -DADE STA�� /�R�� OF MIAMI -� E Signature caner (sx,,,r Print Name Sworn to and subscribed before me this day of SEAL: l t • DAMES NOTARY PUB LIC STATE OF FLORIDA COMMION NO. CC836040 MY COMMISSION EXP MAY 11 O'S Personally known ✓ OR, Produced Identification of Notary Type of Identification Produced: nature of Contractor / Qfalifier //( / ( Print Name Sworn to and subscribed before me this ate• day of Aeture of No . : `- s•:a� onda AL: `car` ADAVIFS FLO1 ' NOTA ION N Ctl 1 11 003 MY COI/MISSION EX - y known OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/23/2002 � �0 Applicant: CHRtST1NAc: Owner: ' o I /L JOB ADDRESS: 1225 NE 91 Contractor BLUM BUILDING CONTRATORS Local Phone: 305 - 751 -1546 Parcel # 1132050010240 Building Permit Permit Number: BP2002 -1276 a G-IiRtSTINA TERR Contractor's Address: 275 NE 92 Legal Description: WATERSEDGE Page 1 of 1 PB 9 -141 LOT 28 & LOT 29 LESS E15FT BLK 1 Fees: Description Amount FEE2002 -4021 Building Fee $205.00 FEE2002 -4022 CCF $7 Total Fees: $212.80 Total Fees: $212.80 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/18/2003 Construction Value: $12,500.00 Work: REPLACE FIXTURES IN BATHROOM BLUM BUILDING CONTRACTORS, INC. 275 NE 92 STREET MIAMI SHORES, FL 33138 Miami Shores Village 10500 Northeast 2nd Avenue Miami Shores, FL 33138 MEMO 11'005 70411' 1:066009 L551: TOTALBANK CORAL WAY BRANCH MIAMI, FLORIDA 33145 -3271 63- 915 -660 OO L 665211'06 7/24/2002 5704 herefor in strict compliance with all ns that may have been submitted to the plans are changed without PAY TO 1'PtE * *212.80 o ility for a thorough knowledge of the ORDER -OF Miami Shores Village $ d :assumes responsibility for work done Two Hundred Twelve and 80/ 100************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DOLLARS spection taining thereto and in strict conformity isibitity for all work done by either Bathroom layout will remain the same as the original plans. New bathroom fixture put in. Exhaust fan added. Tile work kup 1744.7 7.5A -c-A,&„: 1 i4/ • • 1w I IL,c yr C+uIVIMtNGEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 028447259 2002 JUL 18 12:27 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:X.4 .?h 29 ( S /� S A/' 7/ it T.. "9c c. /mein; f4u -C' fc .T,1/mod 2. Description of improvement: /rf,rin e /r,/ ,rg,9.14A f Xile,:' FN 3. Owner(s) name and address: //7,. f7/,,,/ i-7 r ,c/f 9/ ft Tf. CF / Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: %i ,, ,Z;././S ;. /./ C „-k, 4.-7,4-5 Z'c.c. 2 7,5 ■VE 92 ' ,f, ,-., - /h,.,A., (.f4 ^ c r fe J',.1/ ,1� 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: ; ; , n .. '' , • _ Amount of bond $ r ,;,�c , onr ii ;rn .d al o r 7_J \ 6. Lender's name and address: _ I.• r o H er documents may be served as provided is • 7. Persons within the State of Florida designated by Owner upQA..whorwnotr by Section 713.13(1)(a)7., Florida Statute , Name and address: 1 , 8. 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 expiration date is 1 year from the date of recording unless a different date is specified) PIZ\ Si of Owner Print Owneis Name i� l �i b I /r ! f h Sworn to and subscribed before me this day of .4.41)ext,44 Notary Public Print Notary's Name My Commission Expires: OFFICIAL NOTARY S i1- - JULIE A DAVIES TE OF FLORIDA COMMISSION NO. CC836040 MY COMMISSION EXP. MAY 11,2003 � '-'I _ Prepared by: Address: 02 75 `- .5�,- J G j CONTRACTOR New Construction Name M 1 r hs 1 n Enclosure Address i q 1C• N 4z..-_ i s 'z 'j ---- Inn l rk fro 4-6-(e_, C1 Name LsS n Z !� 1 C� 6 Home Telephone CiS • 7 (_ /� � _ tt - 1 (4 �k d License No. CP/' 0.12'i-° l - _ 1 Address 1 sn v iv s f- 4, m i eA-> i ( -4 3 3 1 2-- Te lephone p Fax Telephone V .3 91)( -- 27 tot 0.... Relocation of Structure Fa Fax Qualifier Name Foundation Only Add'I Attachment PROPERTY OWNER New Construction Name M 1 r hs 1 n Enclosure Address i q 1C• N 4z..-_ i s 'z 'j ---- Inn l rk fro 4-6-(e_, C1 License No Home Telephone CiS • 7 (_ /� � _ tt - 1 (4 �k d ( ( Business Telephone eq j O - 7 Fax Telephone ENGINEER New Construction Name Enclosure License No Repair Address eq j O - 7 4(.1" Telephone V .3 91)( -- 27 tot 0.... Relocation of Structure Fa Fax Shell Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other .. Step 1. ' Job Address: Folio Number 0 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be s'gned by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If rooting work will be done, a roofing application must be submitted 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. APPLICATION 14Ic Address Lot Block Subdivision, Current Use of Property Proposed Use of Property 7 ' Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PB PG 10 z Sr Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. P ' ' t ' le V IAA 1 wt i City 2 9 State /3 � Zip Description of Work ?not- t .b SQ('7- vie Zoning Linear Feet Square Feet Units Floors Value of Work c ),C 1 r 04 Qb Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Page 2 IMPORTANT NOTICES I. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement , ust be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochu.. 3 41 ; all on Construction Lien Law and Choosing a Contractor. TE 0 : 2 DA, COUNTY OF MIAMI -DADE ■ St_ nature . MA S int Name S .m to •d subscribed befor e . is day of 4// ii/ONMI end , JV ota r Pub i s ANNE*StitRMAN Notary Public, State of Florida My comT. exp. May 24, 2003 m. No. CC819725 SEAL: OR, Produced Identification ersonally known Li OFACIAL NOTARY SEAL Type of Identification Produced: Type of Identi io%on P IUANATORRES 44 — * COMMISSION NUMBER a '+.1I1 Q CC840452 "1 " ' I '' � < MY COMMISSION EXPIRES 0 F t MAY 26 ; 2003 SEAL Personally known OR, Produced Identification Signature of Notary Public - State of Florida Oa COUNTY OF MIAMI -DADE < PVRMIT APPLICATION 'Miami Shores Village 0 10050 NE 2nd Avenue Phone: 305 -795 -2204 Permit Number: BP2002 -1287 ( Printed: 7/24/2002 Applicant: DAVID BRIGGS Owner: BRIGGS DAVID ( JOB ADDRESS: 1410 NE 102 ST PAY TO THE ORDER OF FOR Contractor ESSIG POOLS Local Phone: Parcel # 1132050240210 Fees: Description FEE2002 -4040 Building Fee FEE2002 -4041 Buildier's Bond FEE2002 -4042 CCF FEE2002 -4043 Radon FEE2002 -4044 Miscellaneous Total Fees: Amount $620.00 $300.00 $12.00 $21.60 $100.00 $1,053.60 Total Fee41,053.60 Total Receipts: $0.00 Permit Status: Approved Miami, Florida ESSIG POOLS, INC. 1800 NE 151ST STREET NORTH MIAMI, FL 33162 Permit Expiration: 6 rez. L L/s(.,K CA° Mellon United National Bank 11'086884" 1:06 700 96464: 00 2 L L330200 Building Permit 1/20/2003 Contractor's Address: Legal Description: MIAMI SHORES BAY PK ESTS AMD Construction Value: $19,000.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection �s.uuu:n;::. yo �a�:qu um,��._lrmaa�am�'� ramr.�c_s� rr:�r .- 11 .: � =:rim. _ mr..��...:nr.�r..:mP� - .aruu:.:.•r:. �:��rmx:,,..�r �� r�rrnm, 7■r_mWIranM:.-∎ DATE 63 -9642 6 —d 670 DOLLARS 8 86884 Page 1 of 2 PB 56 -86 LOT 4 BLK 3 ication herefor in strict compliance with all ifications that may have been submitted to s or if the plans are changed without ponsibility for a thorough knowledge of the that he assumes responsibility for work done ms pertaining thereto and in strict conformity responisibility for all work done by either Work: POOL & DECK 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 calling for another inspection. 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: PECTOR) BY: 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: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4-7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central. 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water IIeater Dishwasher Low -volt, Television Service, Number of Amps Water IIeater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE • A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. 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 IIeater Drainfield, 4" Tile /Res. Lavatory Septic Tank Water IIeater 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 • Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION , DATE Zonin: ,/iI i ( AW03- Electrical � ; -' 4y-Ii Mechanical - C. C 1 V Plumbing 0 . IFS G,. v -zi-' Fire Public Works Structural 5 i 0/ /7 /0 'Z Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review $ ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES Miami Shores Village AA,(/ W $ _ a 0 :300-, D $ I D■NO° $ (sq.ft. = x/1000 x 0.60) (¢.005 /sq.ft.) 7- (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) O BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ i; ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p✓PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Disposal Demolition Low -volt, Intercom/Teleph. Repair Circuits Domestic Well Dishwasher Low -volt, Television Service, Number of Amps Drainfield, 4" Tile /Res. MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Water Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Cap - Sewer PLUMBING TYPE ° • • QTY. TYPE QTY. TYPE QTY. TYPE QTY. A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water IIeater Drainfield, 4" Tile /Res. Lavatory Septic Tank Water Ileater New Drains, Area Meter Set (Gas) Sewer Connection Shower Water Re -pipe Water Service Drains, Floor Minimum Fee Drains, French Miscellaneous Equipment Sink Well, Supply • Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: PAY TO THE ORDER OF MEMO BLUM BUILDING CONTRACTORS, INC. 275 N.E. 92ND STREET MIAMI SHORES, FL 33138 000577711' 1:066009 1 5 51: L /2/ P TOTALBANK CORAL WAY BRANCH MIAMI, FLORIDA 33145 -3271 63- 915 -660 5777 ? DOLLARS IL WP Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /10/2002 Applicant: ELLIOT Owner: PILSHAW JOB ADDRESS: 1225 Contractor BLUM BUILDING CONTRATORS Local Phone: 305 - 751 -1546 Parcel # 1132050010240 Fees: FEE2002 -5682 Description Building Permit Application Fee Total Fees: Amount $60.00 $60.00 Total Fees: $60.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/7/2003 Construction Value: $600.00 Work: CREATE FOOTINGS AS PER SCREEN ENCLOSURE ENGINEER SPEC'S 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 calling for another inspection. 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. NE 91 Legal Description: Building Permit Permit Number: BP2002 -1730 PILSHAW ELLIOT TERR Contractor's Address: 275 NE 92 Page 1 of 1 WATERSEDGE PB 9 -141 LOT 28 & LOT 29 LESS E15FT Signed: (INSPECTOR) BY: BLK 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. X Signed: �, (Contractor or Builder) BY: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 /." s' N C Y lob Address ��LTax Folio 1t ,t 0z4 .., Cis ,111(J �x Alf-/ yi Legal Description Historically Designated: Yes No 4 rc. (//1) � - Owner/Lessee/Tenet /� ' ` /d ��"`^ Master Permit # � �� '' 7 '` ( 1) --)- t-T � 'Owner's Address /2 R S N t 91-4/ 2 Phone J of 7,C y • 1/ it L— ntracting Co. / 54A4 I/S& (7 C0 n1bui.0 ?p AS .Z,*G,Address 2 7 fit f f g"- 4 f`(;21.4. , 5L t( Qualifier 2O �� -/�-� �� fit✓ State # Cd c% O Ma9 Municipal # Permit Type (circle one): ( BUILDIN SS# Notary as to Owner and/or Condo President Date . 'iary as to My Commission Expires C. 1) RADON C.C.F 1 0 0 NOTARY FEES: PERMIT APPROVED: Zoning Building Mechanical Plumbing Phone Pr. 7ST , 972/ Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION /1 ••- rr 1 /2' y' (a- 7 /.. L ....� ��+rr )- C /P, 44"/ A ( /4 Square Ft. Estimated Cost (value) Z S 6iL /9 ti 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 ANY 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 all disciplines. 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. Signature of owner and/or Condo President Date i .ature of Contractor or Owner Builder Date My Commiss W 2,7 2—z- iv on Expires NuE A DAVIES NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CO3360 MY COMMISSION EXP. MAY 11 003 BONDS o 0 • 00 D c� Date Structural Engineer PROPERTY OWNER Name Address / 2 2 $• ^' C y / ,L 7 -r m hi, Th.. „. U . ; uLcf / cc J Pi/ Home Telephone -) o $ ) r y -iii Business Telephone Fax CONTRACTOR Name / ",CA Y ,, /2, ( • /- c% j ,1 —e. Licen No. c,dc cis 7 Address 2 2 , z. ,2 _•' f.4 -F'I1 ' . fI. rf /2” " 'fill, / Telephone3v�, 7J"G- `) J'2 Fax lei- " ?V -<r9‘ Qualifier Name /� TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior ,./ Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (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 SECTION Zoning Electrical Mechanical Plumbing , Fire Public Works Structural Building Official BY DATE (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ p D ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which jnust be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted 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. APPLICATION Job Address: /-?2s ti Address 9/ - Apt. Folio Number Lot Block Subdivision PB Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Square Feet Value of Work Master Permit No. Subsidiary Permit No. 7'0.+, LJ /41 ./IJ City State Description of Work ( QA/e T� , , .T �✓ /,.e ■ f07 - € C U PG Zoning PERMIT APPLICATION Zip Linear Feet Units Floors 6 04) Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) ENGINEER Name License No. Address Telephone Fax ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs AJC Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost AJC Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE. Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. 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 Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE ORIDA, C : ' TY OF MIAMI -DADE Signature of Owner 7 / b �" IJ�wt:f Print Name Sworn to and subscribed before me this day of ,?co Z . gnature of Notary SEAL: blic VQ12I013 30 3.L Dngfld ,i21viON S 11AVU V 3f1f1[ 1V3S AIIViON 1VID133O '7 tt 'dX3 NOISSININIODIU Personally known Z OR Produced Identification a y , Type of Identification Produced: PERMIT APPLICATION )RIDA, CO TTY OF MIAMI -DADE ontractor / Qualifier `c/ /GA's STATE OF Signature of �lJg� Print Name Sworn to and subscribed before me this /1 ' day of Si ure of No SEAL: Personally known 1 E AVW.cliff , t‘, 1 9033 .3 'ON NOISSIWWOD 0.;: atYI3 30 3.Ld.LS Drwnd 1.11VION S3IA` iON'TV '`1V3S - +� OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Estimate Total cost of improvements S Distance .to next nearest building Disapproved (Signed) 1 MIAMI SHORES VILLAGE t,__ 757_(76" ( / BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT b J Application is hereby mode for the approval of the detailed statement nt os the plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and nll 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. Owner's Name and Address . L Oitirrn Zone cubage required Building Inspector tta2( Registered Architect and /or Engineer Name and address of licensed contractor... Location and legal description, of lot to be built on: Lot.., oW tJ.S Block / Subdivision s Street and Number where work is to be done (3 5 C � cro State work to be done and purpose of building (by floors) MO_f1 uJ New Building Remodeling Addition To be constructed of Kind of foundation g Roof Covering i M� Amount of Permit s�..�/ .Plan Cubage 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 be sent 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, anti has complied ssith 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 th - •f the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco to be performed under this pcnnit, as are licensed by Miami Shores Village. Remuks (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 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 u ed are true. Permit No.._. !�_ Date .. Read, Sworn to and Subscribed before me. Date No..!_ - ._. street.' ? - L_...I. . __... fa �. and for PtA LL III •••t,t• 1 t,1f1tt•!ff1•••1tt t,t'tt. Repairs No. of Stories Notary Public, State of Florida My Commission Expires no other purpose. to me well known, PLANNING BOARD DATE Chairman Member Member Member \tcmber .. .. __....__..._._..._. ....._ Member Council Approved Date Disapproved Date NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval has hero obtained frrnn the Plannir.;.t Board. A re inspection fee of S1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. 1 9‘ PA i lb 4` t, �X �ST��c: 1►.5��0 V C- i L L \31 �'C► SP., 5- ER.;I< N .L ,gITenn H -11 p, Ps ta\ 1 4 1 i S �at2A i? 5 ,N.C.9 iT�nn... d N b rLT s • t t'7t Lo N a s 4Xµ' Pniss .sRr TRl1fr Coro caes'Ar re `` BEEP, PI an 3Y .4 TO IeTj 0444 wr I'D ls� v.L TettT L • 'T br y 12, irtyA I! e ?.4 - Top e \AI isr\c 0r ; 6F- •-, '1 S FR c_E D axc- I I I I r L) r Tc. s C b t�kA ,3 lads rv.E.`1,TTQ , �tZ �'7S NRC � rtcI}rcO `, 19 _ . 5'i4� ; i . 5 ( I _j r 11 i C .. s sr ti > � 0 �i�i _ 12 1. I t 1x6 ' 3Y .4 TO IeTj 0444 wr I'D ls� v.L TettT L • 'T br y 12, irtyA I! e ?.4 - Top e \AI isr\c 0r ; 6F- •-, '1 S FR c_E D axc- I I I I r L) r Tc. s C b t�kA ,3 lads rv.E.`1,TTQ , �tZ �'7S NRC � rtcI}rcO `, �i,L 7t vo- - bem • L . - $ L tr,s oYl = -- Q Ptea. ; , k\ a - 7 'C S , Er- P) 1 C.z. 91 TT fi-ts E'5 f "i of sT eti 14--11-81 ' SPA -- -EKt cNer ,o") IPA r 0 4 • MORRO BAY ACRYLIC SPA 350 GALLON CAPACITY APPROX. 41.8 e � ___ ID' 4.t4 ' IO .)O W • N/ T ANCHOR DETAIL FOR INGROUND INSTALLATION PIMLICO ACRYLIC SPA 0 DADE COUNTY PRODUCT CONTROL No. 83- 0128.3 EXPIRES: 3/14/86 VIVA toms: 1. THIS 010ILPOOL NA! BEEN DESIGNED Ix ACCORDANCE WITH SECTION 2 OF THE NATIONAL SoIOIIoG POOL INSTITUTE STANDARD 'SUGGESTED RININVH STANDARD FON RESIDENTIAL SHIgNING POOLS'11974 EDITIOHI 41W SOUTH FLORIDA BUILDING CODE 11979 EDITIONI. 2. CONCRETE TO DEVELOP 5000 PSI 3 26 DAYS. S. ALL ELECTRICAL SMALL CONFORM TO ARTICLE *680 OF THE NATIONAL ELECTRIC CODE. NO OVERHEAD MIRES SHALL PASS NATHAN 10' OF FOOL. E. YATER SU ►PLY AND DISPOSAL SMALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION NITM • DOHESTIC NATEA SUP ►LT 00 MATER DISPOSAL SYSTEM. S. MIN DRAIN TO NAVE AN ANTI- YORTEE COVEN 0R A GRATE ITN MIN. OPEN MLA OF B5 so. IN. As PER SECTION 6002.5 SFBC 1 9 7 9 EDITION. 6. FOR INGROUND INSTALLATION *HER IDTTON OF SPA IS AELON FLOOD CRITERIA LEVEL, PROVIDE 2' DIA. HYDROSTATIC RELIEF VALVE. 7. THE SOIL SEARING •►•cITY Is 2500 PSI1 SHOULD OTHER CONDITIONS OR NATEOIALS Al ENCOUNTERED THE (08)0100 SMALL AE NOTIFIED BEFORE PROCEEDING ■ITH NORA. I. FILTER PUMP TO BE 1/2 M.P. 9. AIR BUNTER To BE 1/2 N.P. 1D, t NEATER TO AE 20.000 I.T.U. - OPTIONAL 11. ALL E3UIPNE0T SHALL BE INSTALLED IN ACCORDANCE ■ITN GUPTER 50 OF S.F.B.C. 1979 EDITION. - 12. !II0IIERI SPA THICKNESS N 1/4' 13. NO SNORT RADIUS OR 90' BEND ALIGNED IN SUCTION LIMES. 1E. SKINRR MST NAYE DICE OPENING. n_scro�_ PeucA.. w/• P•ec1■•147 LIM: IF UWT ILcaa AYEG.TZRRIIW.!.tY. _ OZ IlE V. TtuNiz•sm7L FLL LOW NcLT)6L IASNflE o ELECTRICAL -- SCHEMATIC • mar- R1Tp N IZ 81 Ao PV•C. Y1117 IV aroma' 0.1 Vas ACE! N C.1IC011UG dll.. ectrtet, mama � .1'+ETnL YAW. ETC., w�'P w1WE C(YPGCL) FILTER B PIPING ISOMETRIC N.T. S N.T.S. 8307 end= I ce I ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Authorized S'Rn1ture Date FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT . `, ;1 111 BUILDING DIRECTOR PLANNING & ZONING BOARD VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDI.•lG CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE cM ?R(FI,! WW 1 KNOWLEDGE OF ALL BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT I' ❑ WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIA'T'IONS FROM THE MIAMI SNORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED, UNLESS SPECIFICALLY LISTED BELOW. • t ' w 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.. Owner's Name and Address tae/. v‘ ,/ 1; _, . ».. ., ._ � _, No._ ._, Street.... ..— • • R egistered Architect and /or Engint;t'r _.......__:___: , : :_ :._ -____ :n:::::_:,:: =tt= ::6x=: = : :_ :, ... Name and address of licensed contractor MIAMI SHORES VILLAGE Location and legal _description f lot to be built on: Lota2a.k M ESS 151 lock / Subdivision L!✓ - e Street and Number where work is to be done /.2.-25 �✓' ! — T v� _ _ fretAL// eleeS _ State work to be done and purpose of building (by floors)... 4.4 - 1, -C.6 . Gt//Jj/ lj � ` (-0 ei■v.i) /0 L4/ e Lc). U 77 i•-\ /2 i �` and for no other purpose. New Building Remodeling Y Addition Repairs No. of Stories To be constructed of.. CZ 5 Kind of foundation Covering Estimated Total cost of improvements $ 440 f.- Amount of Permit $ 4- ,. „ C 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 be sent to The undersigned applicant for this building pennit 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 La s of Florida, Permanent Supplement and has complied with the provisions thereof, and will require similar compliance from all contrac s or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspectio the site of the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr ors, on work to b fperformed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. 7.5 .>e //S construction may Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap- peared • 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. �7 Permit No.. /3(3.1,a Date l) a, Disapproved __ Date (Signed) beb (Bu{ding Inspector Chairman Member .... Member Council Approved NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection fee of 51.00 will be charged materials and /or workmanship. PLANNING BOARD Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE Member Member ..._......_..__ Member to me well known, _..Date Disapproved Date making corrections or changes to this application after approval has been nbtairicd from when such re- inspection is made necessary by improper notice for inspection or faulty o► i 1 • • • • • .�; 4 • -- ---- -� Get T .?F +( x•7".2 G.E ♦./ '' ii'cr - g!.. / 4,v rEir■se> occ,,2Jie /.i3OA, 450o, 9 mo \T Z • • 2 3 4 5 6 8 9 10 11 12 13 14 15 16 I 18 19 20 21 22 23 24 25 26' 21 8 29 30 31 • 33 34 35 36 .■ ■ 0 • 38 ■ 39 .■ 40 .■ © WILSON JONES COMPANY G7213 GREEN 7213 BUFF 1_ 2 3 4 5 II 6 7 1 1 1 • I 1 9 - - 1 11 12 13 - - 1 MADE IN U S.A. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 21 28 29 30 31 32 33 34 35 36 31 38 39 ' 40