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343 NE 99 St (16)N? 780 Owner, Agent Lot 18'x Street Address Approved use Remarks CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Florida, 7 - - or Tenant of Building J GARC IA 25 a Mock 4n Subdivision NTia mi Shores 1 343 iv. E. 99th Street by occupancy Rsa.th Room Addition Owner This Certificate of Occupancy is issued to . the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the e t'on, construction, alteration or remodeling of buildings or structures. T ax Va lue 463 Yin Cube 232 BUILDING DIVISION OWNER'S NAME JOHN GARCIA PRESENT ADDRESS 343 N.E. 99th Street LICENSE NO. PHONE NO. • JOB LOCATION (ST. OR AVE.) 343 N.E. 99th Street LOT 18 & E "25'' Z BLOCK 4 .4 SUBDIVISION M ,z r; l . am i Shores GENERAL CONTRACTOR '0ID CONSTRUCTION CO. ADDRESS PHONE NO. LICENSE NO. Abg0 BUILDING PERMIT NO. 6243 DATE 10■29 •5'7 PERMIT FEE S 5 BUILDER'S BOND NO. 2200 DATE 1O- .28-57 .DDITION ZONE PEQUIREMENTS CU. FT. PLAN CUBE / G3 �.,.�7,,. CU. FT. y� EST. COST $ 1�y000. M DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C. H. Maf�kel DATE y 10 -29 -5 ry NEW CONSTRUCTION TYPE CBS STORIES ROOF CONSTRUCTION OME BUILT 1UP INTERIOR CONSTRUCTION BATH ROOM ADDITION REPAIRS DESCRIPTION ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS • RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. 7 b 7 -9-4Y ISSUED BY � J ,,„ 1 , .¢. TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEAMS & LINTELS SEPTIC TANK $ G $ SEWER FRAMING $ SOLAR HEATER $ $ GAS $ $ $ $ FINAL DATE BY RE- INSPECT BY RE- INSPECT BY CLEAN -UP ROUGHING CONTRACTOR Jo.vCS AO /3."....k e1 PHONE PERMIT NO. ' a< 6J 7o DATE «// �j FEE $ tJ• 2rd NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK $ G $ SEWER $ $ SOLAR HEATER $ $ GAS $ $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING ROUGHING GAS H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK SOLAR HEATER FIXTURES & FINAL FIXTURES CONTRACTOR N 5 4E-L4_—c. yiE' / 'L PHONE FEE $ PERMIT NO. ��2 y DATE iz 2 -� 7 NEW BLDG. ALTERATION 7G 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ G RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL. PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY PAID BY , YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER / r , ' 21,./ilteAdnj CO) 1 940 1 /4 ..7-/S :AI /667 yam // (i • -�i . _- _!/I✓ 1941 1942 1943 / Q 01-41 /O " /0- Oa q �/ l" /..) -if- (if /-02,-Y3 .+j- ,a.3.2.5 3 o > ,,t 4,17// ‘ _,.L. / 4 ' / ( /. _ 1� .r d ' , 4 1944 1 /I, 43 r � 7___,4_, / - 074 1- 4 J 663702 / 613 I _ ' - 1 946 7 d° , I ''b litotit, Aa t/ 1947 - l a mom-- - -it? /i -3 o -'�7 lf.y /og_oJ < 1948 /Y• o o , I! /Y• D n -7- /� yy 1949 // // 2, g / . d/ � ! / 2 - 3/ SO 0 1 /3 Y J /47kl /V /30 (���� / 41 jiwit •, I 1950 OCATION 343 , E 99th treet /Y Ely / 7- o ,1/ S GARBAGE TAX RECORD 343 N. E. 99th Si. vy • C. G. Mitchell year a mai tea used a paid da,;e ; paid receipt 441 _ - - _ - -- /9 S / i 2: 37 / z /' 9 - �' - -- J5890 u-� MIAMI "S?-RES VILLAGE, FLA. JOB REMARKS:.' INSPECTOR N:' 7293 ADDRESS / - 9 7 INSPECTION T , a ,J Z.:17/)1 APO TIME READY - DATE 'Z " 4 7 7 --17-5/ MIAMI SIRES VILLAGE, FLA. JOB 6 /2 a c. ADDRESS 14 Z til, E, 5 S S�> INSPECTION ft - L "% 3' K 6i 40 0 . r 0" TIME READY ✓ I - 4" REMARKS: N:' 7162 INSPECTOR DATE • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5- y- 0/ Job Address 3 111. e. 9 9 ' Tax Folio '11 — 3z 0:96 — a I - i --S5o0 Legal Description �-{ l 11t C3 }Z 4e Historically Designated: Yes No Owner/Lessee / Tenant A--6( a ), 3 Master Permit # l 9 l (} 17 b owner's Address 3 Y3 N• F, 9 9 W. C o n t r a c t i n g Co. S ' Q , k e ki C. c , n e C ' i " , n, 1 h C A d d r e s s moo o 1 . 1 >,i 2 . A t ) s 1 , / , 3 $) JM 1 aM^ • Qualifier T x e i Sot,,,,„, ss# Phone (3 r 6 G)-C63"7 State # Sf 9 )' g Municipal # Competency # Ins. Co. I" O A I kS Architect/Engineer X Address Bonding Company )C Address Mortgagor X Address Permit Type (circle one): BUILDING ELECTRICAL i G MECHANICAL ROOFING PAVING FENCE SIGN Notary as to My Commissio FEES: PERMIT WORK DESCRIPTION __Z.a,,chlet Square Ft. 2.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. tAdifiCOM ature o o er and/or Condo Presiden Date S 5 )4 o P\esident Date xP 6 TERESA J. SOLOMON MY COMMISSION * CC 854606 EXPIRES Jc '6, 2003 1.800.3NOTARY Fla. Notary Service & Bonding Co RADON APPROVED: Zoning Building Mechanical Plumbing c9 p2 0 0 dl^r9 /r A - 4 1 Estimated Cost (value) i a D (9 0 sl of Contract nf or wner- Builder Date Notary as to Contractor or Owner- Builder Date My Commission Expires: C.C.F. NOTARY Phone 30.5 757- a /SJ Electrical r k.) rte. e_94 BOND TOTAL DUE tO Engineering PERMIT NO. . ADDRESS: MIAMI SHORES BUILDING / ZON VILLAGE NG DEPARTMENT' DATE SECTION BY ZONING ELECTRICAL MECHANICAL PLUMBING FIRE " PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subled to corapf1anci with efE Federal, State, Cocnly,Yrtlage rules end «gt'.a".ots. Wily uscint no responstbpfty for eccur:cy oUor results fray these plans. 2. Thls copy of plans must be Lxdlsbts co buRding site or no Inspectlon gift be candacted JOB ADDRESS CRITIQUE SHEET MISCELLANEOUS APPLICANT PHONE # APPLICATION # SHEET OF DATE COMMENTS INITIALS STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM •SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: ? � � " Q x a ms AGENT: q e CC:en 1eNf C41'ons ) h LOT: 11 ) 8 BLOCK: SUBDIVISION: �;am; S),0 r�S t n d PROPERTY ID #: �ZC,► �J3- SsOV (Section /Township /Range /Parcel No. or Tax ID Number] W I= 9 I - t_ a 38 ============== TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: 00 YES [ ] NO NET USABLE AREA AVAILABLE: . 19 ACRES TOTAL ESTIMATED SEWAGE FLOW: 200 GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] AUTHORIZED SEWAGE FLOW: 44.1c; GALLONS PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 40n4 SQFT UNOBSTRUCTED AREA REQUIRED: 200 SQFT BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS 2.1 [INCHES/ [ABOVE MSV] BENCHMARK /REQCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: Nia, FT DITCHES /SWALES: /4 A FT NORMALLY WET? [ ] YES [ NO WELLS: PUBLIC: 1.)FP FT LIMITED USE: N A FT PRIVATE: N A FT NON - POTABLE: N FT '? BUILDING FOUNDATIONS: I,5 FT PROPERTY LINES: E5 FT POTABLE WA ;ER LINES: 2/Q FT ,1 SITE SUBJECT TO FREQUENT FLOODING -..[ ] YES- [( NO 10 YEAR FLOODING? [ ] YES 00 NO 10 YEAR FLOOD ELEVATION FOR SITE: • w•i.3,S' SOIL PROFILE INFOATION SITE 1 Munsell # /Color Texture Depth legg Si( Go-el L0Pt - ,y sp n() to-12" to to to to to to to USDA SOIL SERIES: UtL& . (-FY ° SITE EVALUATED BY: 1 t o OBSERVED WATER TABLE: INhe.. INCHES [ABOVE / Al EXISTING GRADE. TYPE: [PERCHED / A iT] ESTIMATED WET SEASON WATER TABLE ELEVATION: Go INCHES [ ABOVE / B�EM1 ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES V] NO MOTTLING: [ ] YES ( q NO DEPTH: NJA INCHES ` SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: 1. 0 DEPTH OF EXCAVATION: 2.4 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [)!] BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: !!�� OH 4015, 10/98 (Replaces HRS -H Form 4015 [Pape 3) which may be used) (Stock Number: 5744 -003 - 4015 -1) EFE PERMIT # __ =________ __ ______ = zs=S= FT MSL /NGVD SITE ELEVATION: 9.8 FT MSL /NGVD SOIL PROFXLE INFORMATION SITE 2 Munsell / /Color Texture Depth 1oy2 S h 6ael Cott —ti situ') - 1' to 71" to to to to to to to USDA SOIL SERIES: U (. -6k1J (_ iq -s./'> to DATE: / (0 J Page 3 of 3 I INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section /township /range /parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: MINIMUM SETBACKS: FLOOD INFORMATION: SOIL PROFILE INFORMATION: WATER TABLE: SOIL TEXTURE: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non - residential), Chapter 10D -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D -6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. Record information on lot's subject to flooding. For Tots subject to flooding record 10 year flood elevation for site and actual site elevation. Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.1. H.1. H.1. H.1. [ - )SHOT [ - ]SHOT [ - ]SHOT kale: Each block represents 10 feet and inch = 40.feet. _ 1 t i i ! ! { i _ T i : a • i ■ Lf ! ! I I ! ! ! i 1 T fi � I ■� '" ®ma �' I I � I ■■ 1 T 1 ■� ■■ 'r i 1 . ' . r i 1 I 1 .1 F T-1 I ■ ■■■ Notes: Site Plan submitted Plan Approved By STATE OF FLORIDA DEPARTMENT OF HEALTH ! " )7 C APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT PART II - SITEPLAN t\ ra rY. S 4Z J IC Gc F+y eet - A3)38 01d S- EA -ern 0.,tit40,.INr0, Permit Application Number Not Approved Date 0 • County Health Department ALL CHANGE MUST BE ` APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10/96 (Replaces HRS -H Form 40 5 which may be used) (Stock Number: 5744 -002 - 4015 -6) Q, scrUarvR- Page 2 of 4 AP LICANT:" PROPERTY ADDRESS: 0 T H E R STATE OF FLORIDA APARTMENT OF HEALTH ONSITE SEWAGE TREATME NST C•3IONN P RMIT •iV D [Q3] SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: I CONFIGURATION: N F LOCATION OF BENCHMARK: I FEVATION OF PROPOSED SYSTEM SITE E 'tOTTOM OF DRAINFIELD TO BE D FILL REQUIRED: [ 64 16 INCHES EXCAVATION REQUIRED: OSAL SYSTEM INCHES PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: Y ( 9'1 [�11 Innovtative �.Y of -13 t9 /� 7S.•4 Sofas ozao3 od1433 CON RUCTION PERMIT FOR: y [ 1 New System J i Existing Srs) (/) Holding Tank Repair [ [h,.� Abad hment [ F],/ Temporary n c LOT: 1 1 1 I u i ' Bto6E 't' 4 V ' '' �(t U ✓ D iVB,S`ION: "4)4 RtiVILAV C 1 f . � [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 1 ix ‘‘''.A h" ' 4 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SEC 381.0065, F.S., AND CHAPTER 64E -6, E.A.C. DEPARTMENT APPROVAL OF SYSTEM, DOES NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPUICA toNS T [1 S GALLONS / GPD SEP AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN- SERIES [ ] A [ ] GALLONS / GPD CAPACITY MULTI - CHAMBERED /IN- SERIES [ ] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ] GALLONS @ [ ] DOSES PER 24 HRS # PUMPS [ ] PRIMARY DRAINFIELD SYSTEM SYSTEM STANARD [ FILLED MOUND [ki _ TRENCH [ /`r BED [ / 0,0 t ►`, it - ft 1 ( a . t 1 [IN . : S ] [ABOVE /B [p4. Z,] [I (.: S /FT] [ABO�VE / /B 0 ] w BENCHMARK /REFERENCE POINT BENCHMARK/REFERENCE POINT INSTALL OF LOAMY COARSE S UNDER YTCM DR SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: DH 4016, 12/99 ( age 1) (Prev ns M : Be Used) ® '•` P . L DE' PUMPED ANDp pt. 4: Building Depa m L E \: TN „ SOLID A01? Tn,) r ,SIT INVERT ELEVATION___,. BOTTOM OF DRAINFIELD ELEVAT TITLE: TITLE: ` EXPIRATION BATE: Page 1 of 3 t INSTRUCTIONS: PERMIT NUMBER: Permit tracking number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" specify type in blank. APPLICANT: Property owner's full name. • TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character id number for property. (CHD may require property appraiser ID # or section /township /range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CHD EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. •PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date (7- 31 _I(Jo f 3.4 ddress � r cq of Tax Folio . � C pf / feral Description: / 'I / ` / /3Jk 1.1O /,C, -- r 5 S Master Permit # sr / Lessee / Team% Z. Contracting Co. 1 4 k 0(1. S `L 0G (X2 Qualifier((`l(S fladalrflar\ WORK DESCRIPTION (D � , (- s (� U3r\ Square Ft.32 Signature of Owner Date: rrN ' \C Gv and /or Condo /40. Notary as o Owr " i - r andlo � My Co ssion Expires: PERMIT FEE: APPROVED: Zoning Mechanical SS# Phone side4 S1'gnat OFFICIAL SEAL Date: MARC A. GUTMAN xpires 1997 Notar Comm. No. CC 25883EMy Fire Building Plumbing mmissio Expires: * * * Other 6 Electrical Engineering * 750 er''s Address 5frfil G pd. 7u (O - 113 Address 'NM IVY g_ . rn i c--irl FL 33161 2ct3 - 51 State# Competency# "I 31.11 (J 0(7 ' Ins. Co. Trc&u -e1 •Pr` Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Estimated Cost t 1 Ov�� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing i,;foLwation is accurate and that all work wil be done in compliance with all applicable laws regulating construction and zoning. Fu th rmore I auiorize the above -named contractor to do the work stated. re of Contra mUtr j}i1 10 x!, w vr 'Rod / �► /� • OISSIWWO3 /(W N voanD b 081111 as t ont actor or Sw - Buildtm , * ** * * / % / a) The articles described on the reverse side of this Certificate have been treated with a flame- retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No Method of application ifictth ttmi eststaxc.ce EGISTERED PPLICATION ONCERN No. F177.0 ISSUED BY UNITEC SOUTH to certify that the materials described on the reverse side hereof have been flame - reated (or are inherently nonflammable). VALROSE AWNING N. MIAMI BEACH STATE ertification is hereby made that: (Check "a" or "b ") FLORIDA 33161 Date work performed AT 1499 N.E. 129th. ST. Be Removed By Washing /./ / R 4 '% /2 / !.? / / W X O'Of 0+ 0 /Y % /y By Title This is retardant t FOR CITY n / y l XXX (b) The articles described on the reverse side hereof are made from a flame- resistant fabric registered and / ` approved by the State Fire Marshal for such use. Trade name of flame- resistant fabric used UNISHADE Reg. No F177.0 The Flame Retardant Process Used WILL NOT (will or will not) .C Name of Applicator C R A C We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to u§, "original copy" of which has been filed with the California State Fire Marshal. Signed By Unit Manufactured By: Fabric Supplied By: UNITEX - Central Falls, Rhode Island FLAME RESISTANCE FILL IN APPLICABLE DATES BELOW RECORD SECTION NUMBER a. Section manufactured from processed canvas — Date Description: . :.: ; 4 r•.' c : ` b. Section sprayed after manufacture — Date Owner: c. Section re-treated — Date Address: Registration No. of Chemical: Type and weight of canvas: Registration No. Application Concern: Method of Application: Date of manufacture: REMARKS: AFEGG 61" 1602 EGGSHELL gig .. #1615 UNISHADE DATE OF TEST PERFORMED BY REPRESENTING RESULTS SKETCH OF SURVEY LEGAL DESCRIPTION LOT /6 ,ct, P E.QS f 2' EE r / 7 BLOCK ¢G �___...__ .. SUBDIVISION 41/0 .4H 4)J I) PGA r Of' / - /AH/ L/Ok Ez.770J IJD. l ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK / ' AT PAGE 2 0 OF THE PUBLIC RECORDS OF E COUNTY, FLORIDA. DES • Jt.9 0' 3 q,?) Ai cr 9 7 // /GT / r f/ G IFS F L i �, a c k7 /P /EL TO ', Aa11r2lGA4.) 4.0v r'rrc_k. ) /ic-, 7�:JAc';` ce7.,c_• .FOR. F, 0 2 E IJ 4 i ORDER No 6 6 0 7- 2/5 n1 l T• LOCATION SKETCH SCALE: 1" = zap / CARIBBEAN LAND SURVEYORS, INC. ` 7175 S.W. 8th STREET, SUITE 216 MIAMI, FLORIDA 33144 TELEPHONE (305) 264 -9151 WE ,HERIMY CERTIFY: That, the attached SKETCH OF SURVEY of the above described property is correct to the best of our kn(#w and belief as recently surveyed. under our direction, also that there are no encroachments unless shown, and this survey meets Technical Standards.set by the FLORIDA BOARD OF LAND SURVEYORS, as set forth in Chapter 472.027 (F.S.) and'Chapter 21 HHb of the Flortda Administrative Code. PROFESSIONAL LAND SURVEYOR No. ",2% C' c ' STATE OF FLORIDA NOT VALID UNLESS EMBOSSED SEAL DATE: J -L /.;76,96 wltIMa .n -o) -_ ..LL ,S // -cI ..--- LEGAL DESCRIPTION LOT /6 ,ct, P E.QS f 2' EE r / 7 BLOCK ¢G �___...__ .. SUBDIVISION 41/0 .4H 4)J I) PGA r Of' / - /AH/ L/Ok Ez.770J IJD. l ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK / ' AT PAGE 2 0 OF THE PUBLIC RECORDS OF E COUNTY, FLORIDA. DES • Jt.9 0' 3 q,?) Ai cr 9 7 // /GT / r f/ G IFS F L i �, a c k7 /P /EL TO ', Aa11r2lGA4.) 4.0v r'rrc_k. ) /ic-, 7�:JAc';` ce7.,c_• .FOR. F, 0 2 E IJ 4 i ORDER No 6 6 0 7- 2/5 n1 l T• LOCATION SKETCH SCALE: 1" = zap / CARIBBEAN LAND SURVEYORS, INC. ` 7175 S.W. 8th STREET, SUITE 216 MIAMI, FLORIDA 33144 TELEPHONE (305) 264 -9151 WE ,HERIMY CERTIFY: That, the attached SKETCH OF SURVEY of the above described property is correct to the best of our kn(#w and belief as recently surveyed. under our direction, also that there are no encroachments unless shown, and this survey meets Technical Standards.set by the FLORIDA BOARD OF LAND SURVEYORS, as set forth in Chapter 472.027 (F.S.) and'Chapter 21 HHb of the Flortda Administrative Code. PROFESSIONAL LAND SURVEYOR No. ",2% C' c ' STATE OF FLORIDA NOT VALID UNLESS EMBOSSED SEAL DATE: J -L /.;76,96 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Awnings by Valrose 1499 N.E. 129th Street North Miami FL 33161 Your application for Product Approval of: Fabric Awning Frames under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Awnings By Valrose drawings sheets 1 through 35 dated 11/20/95, signed by Angelo J.G. Tibery, P.E. ( For listing see section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set.forth on pages 2 et. seq. and the Standard Conditions on page 3. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0617.04 (Revises No.: 94- 0620.05) Expires:07 /25/97 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE . This application for Product Approval ha been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/18/96 -1- ' Raul Rodfiguez Product Control Supervisor • - %.:.. S anger, Director Building Code Compliance Dept. Metropolitan Dade County 'Awnings By Valrose ACCEPTANCE No.: 96- 0617.04 1.0 DESCRIPTION: 2.0 INSTALLATION: 3.0 LIMITATIONS: 4.0 CONDITIONS OF USE: 5.0 IDENTIFICATION: APPROVED : July 18,1996 EXPIRES : July 25, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approval refers to steel frames designed to support fabric awnings as shown on Drawings numbers sheets 1 through 35 dated 11/20/95. The approved fabric awnings models are designed to cantilever from existing structures, partially supported on existing structures or self supporting. The fabric awning is in compliance with sections 4304.1 and 4304.2 of the South Florida Building Code. The maximum height of the fabric awning shall not exceed 15 ft. above the ground level. The structural elements of the awnings and their supports are as shown on the schedules detailed on the approved drawings. All approved awning structures shall be permanently labeled with the manufacturer's name, city, state and the following statement "Dade County Product Control Approved" or the manufacturer's Logo and the Dade County Logo. A notice shall also be affixed on the structure stating that the fabric shall be removed when the wind velocity is expected to exceed 75 mph. -2- Helmy A. Makar, P.E., Plans Examiner Product Control Division Awnings By Valrose 6.0 SPECIAL CONDITIONS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Application for Building Permits shall be accompanied by duplicate prints of the following: a) Copy of this Notice of Acceptance including the approved Awning Drawings sheets 1, 2, 7 and the applicable awning frame type dated 11/20/95. b) Site adaptation drawing showing: . Actual field conditions. . Size and spacing of structural members. . Type and spacing of connections. . Size and location of foundations if required. c) Detailed plot plan. 7.0 EVIDENCE SUBMITTED: Drawings: Title: Fabric Awning Frames Number: Sheets 1 through 35 Signature: Angelo J.G. Tibery, P.E. Date: '11/20195 Calculations: Title: Fabric Awning Frames Signature: Angelo J.G. Tibery, P.E. Date: 06/01/94 -2a- ACCEPTANCE No.: 96- 0617.04 APPROVED : July 18, 1996 EXPIRES : July 25, 1997 Helmy A. Makar, P.E., Plans Examiner Product Control Division Awnings By Valrose ACCEPTANCE No.: 96- 0617.04 APPROVED : July 18. 1996 EXPIRES : July 25. 1997 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements'of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) and this last page 3. Items 10,11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE -3- Helmy A. lGlakar, P.E., Plans Examiner Product Control Division 4Lo 7. ALL CONNECTIONS SHALL BE FULLY WELDED THUS TYP.\ / 3/16" V 8. Frames without covers designed as per ASCX 7- 88,.xp D 9. All frames have been designed using retional analysis .[ AWI/jI1JJS a LIZ . 9SE . DATE // _0 /� A1'r*OVLO I•Y: • ORAWN.BY,/_ REVISED �A! ICY ORA1y1 /45.4BER ■ GENERAL NOTES: 1. ALL PIPE BE ASA SCHEDULE 40 GALVANIZED PIPE UNLESS NOTED OTHERWI 2. ALL WELDS TO COMPLY WITH A.W.S. CODE (LATEST EDITION). 3. COVER WELDS WITH ALUMINUM PAINT. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING COO a.South Florida Building Code section chapter 43. b. Southern Standard Building Code section 1205.2 (e). Frames are designed for winds of 140 miles /hour. c. City of West Palm Beach Ordinance modification to South( Standard Building Code section 2201.3 (4) (d). 5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE G FORCE OR INSTALLED IN SUCH A MANNER THAT IT WILL RELEASE FROM TH FRAME WITH A WIND LOAD OF 15 lbs. /sq. ft. 6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI. /HR. WINDS. ATTACHMENTS TO BUILDINGS - SHOULD BE MADE WITH: 1. 1/5" LAGS IN 3/8" EXP. SHIELDS. 2. 3/8" WEDGE ANCHORS (INTO CONCRETE). 3. 3/8" LAGS (INTO W000). 4. 3/8" TAPCONS (INTO CONCRETE BLOCK) MAXIMUM SPACING SHALL BE 36" C/C r 3 S ►; S e i t t z . : I I '- •i f C oL. NoVE, d 8 !'OO�ur4 : ` ht1/4 -43.5" Cal. -tAY TY� 11.S. Anchor Corp. rat.ua I lilti, Inc. Ililti, Inc. , • lire Rawlplug Company, Inc. The Rawlplug Company, Inc. Wcj -It Fastening System Wej -It Fastening Systcot Wej -lt Fastening System O L. r •'-- A.TE - •arL us1. - l /s - a 4. " c 6" 04.. ft. '4i.4 �Jx 2' ♦ OR L.646Eir.. GGLUM..I PAS'E..r w/ 3/e' • 3 - ssl L•+�E:.OG 7g.. 316' a ••• wt:Jf•E A..C• I 4 0 kS Vn +Anchors Kwik Boll II Ililti IIVA Adhesive Ai.J,ur Maso.uy Anchors and Mechanical Fasteners Four types of Rawl anchors Wej -It Drop-in Anchor Wcj -lt Sleeve Anchor Wej -11 Ania -rite Stud Anchors The Rawlplug Company, Inc. Foil -Fast Epoxy Injection (lel and Chem -Stud Adhesive U T APPRoMED i ORS / FA ANGELO J.C. TIBERY 1231 S.E. 8 COURT DEERFIELD BEACH, FL 33441 PIi/FAX:(954) 426 -5188 BOARD OF PROFESSIONAL ENG. EXAM: CIVIL :1961 STATE OF FLORIDA P.E. REG. # 8790 DRW #: 12/16/98 01/10/97 05/119/97 01/10/97 01/09/98 04/28/96 04/28/96 04/28/96 09/13/96 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE .DAT _1 P I I I CT CO f I DIVISION BUILDING •I':;E COMPLIANCE OFFICE ACCEPTANCE NO96 FABRIC AWNING FRAMES f AWNINGS BY VALROSE 1499 N.E. 129 ST. N. MIAMI, FL 33161 PH:(305) 893 -5553 FAX: (305) 891 -6534 ASSOCIATED WITH ENGINEERED AWNING FRAMES, INC. FORMAT, DRAWINGS 3 CALCULATIONS ()COPYRIGHT 1985 DATEll 1/20/95 REV.: SHEET 1 0F35 11 1 3IlB i./►d Ire 3/481'&3 sum" So+ Gat 51 :.a' r,.Ie...=6.0. �J A - tam:Po. e 3G • C/G %AI ' a....•1 P %La u Itp■'y. fru r • a. it.5 -SAIL 4 r2 - (L7f &JAL C, LOs.; . .&J AAA.* IM LJ• L1 SC o wI l't • axe coe4.C.t, . : : , G � OrZ • • • • • .• sau.c,l.tc� • .JO' :.xcri:. 3' -0' y.. P to oo �T hP °CO.IE L+ 'Pa.6TC Ut•4L . 0 ,.� A►+.. MO. , OaCTA1�S s - A1.1 Gi"i....YL. r r' •' USE A.Jt -`1 P Q.o . A P FOSTr .e •.• DE r'�s. • • • • 1- ita 1 2) 2ot) MOL.DII.LG ` A JAW t3►A .1 /LAG ce "ALCM. "L rr-E.4= e. ♦aoinl ir••t` • ME. „ZAAAEaL °3t►C.IG. Aa. coloR e 5-c' co +�• X. ,A.Wi1164 •44E u+ rV.a' ROO MG••a1•41 (oo.rT:a.t uoaiS) • /� .J%►v� 610 ../ /G **.$A ; Xs:.-T 5 5 -4:' Ye. M.wt- V I L Aiwt wt J USE- 01. 41..:( TtGi.Gtc. =A.1 'r2A GK C34.1 Y4 I " 2" STL. FL WELDED TO HEAD PIPE ti) 2'- 6" O. C. B ATTACHED TO WALL WITH 3 /8", 3" RED HEAD SLEEVE ANCHORS Ill' o. :6.61216 ► C C. a P pt.ATE 1 /IG' 1'l41C.t4. AL1.4 AAIi,ILJ A4 L AG SHIELD CY L I I.J 0= - TYac S6a c.E�eR nlr .'e'rE 2L8 lec..E of PIPE 3 /y x 1 _�+• Li EI-'3E o ra CoLr • S Concrete Concrete Concrete Conaet_ Concrete Concrete Concrete Concrete Concrete SOUAR£ TUIII!8G- ALLIED 50/55 w /C12ORSRIESA S uosittute Sales: 1.For 3/8 "0 none (3 /4'sq. optional) 2.For 1/2•0 use•3 /4'sy. 3.For 3 /4'0 use 1'sq. 1.For 1'0 use 1- 1 /esq. 1 -1/4'0 use 1- 1 /2'sq. 6. For 1 -1/2'0 use 1- 3 /4 - sq. 7.tor 2'0 use 2'sq. volt \\�\s1T 11 a 11) 11�111 111111 � 1 LAG i QJA. APP F ,T t4 Je , A. South Florida Building Code, Chapter 43 B. Southern Standard Building Code, Chapter 12. P.B.C. amended for wind forces. C. City of Palm Beach ordinance modification to Southern Standard Code, Section 2201.3 (4) (d) 5. Awning covers shall be removed during periods of high winds; specifically, winds in excess of 75 m.p.h. 6. All connections shall be fully welded (U.O.N.). 7. All frames have been designed using rational analysis. 8. Footings shall provide 1 cubic foot of concrete for 7 square feet of canvas roof anchored by the footing Fe. 94- 1024.11 93- 0224.04 93- 0707.07 93-1102.09 93- 1102.08 93- 1209.02 (92) 93- 1208.04 (92) 93- 1208.03 (92) 93- 1105.01 (92) PROD AN1G i•-- 1 GENERAL NOTES: 1. All tubing to be ALLIED 50/55 with Gatorshield All pipe to be ASA Schedule 40, galvanized. 2. All welds shall comply with the A.W.S. Code (latest edition). 3. All welds covered with corrosion resistant coating. WEDGE SLEEVE 4. All structures designed in accordance with the .following Codes (latest edition). 1 s10= Cs..avA►Tror4 L �azOtL 3 ( M i►.e.) Z o SQUARE TUBING- ALLIED 50/55 W /GATORSHIELD bu bstitute Sizes: 1.For 3/8'0 none (3 /4 "sq. optional) 2.For 1/2'0 use 3 /4'sq. 3.For 3/4'0 use l "sq. 4.For 1'0 use 1- 1 /4'sq. 5.For 1 -1/4'0 use 1- 1 /2'sq. 6.For 1 -1/2 use 1- 3 /4 "sq. 7.For 2'0 use 2'eq. i a ,_,V_ F•RONT EL.cvATIOW 3. A fltG J>3.GT1 ON f M NOTLS : 17 sheet no notes, fdtns 2. See sheet no enclature of 3. Sch.40 pipe with AST A- 4. Allied tube shall comply r;-IPE Si ZE5 vRo‘J. RIGS Fitc)NT eAle I/ 2" /2" /4" F20NT DAQ .1 for gen. , etc. .2 for nom- parts. shall comply 53 50/55 w/ A101E50460 w /ASTM A -569 'F2.Ptt z - 7 - 42E 1 ANGELO J.C. TIBERY 1231 S.E. 8 COURT DEERFIELD BEACH, FL 33441 PH/FAX:(954) 426 -5188 BOARD OF PROFESSIONAL ENG. EXAM: CIVIL :1961 STATE OF FLORIDA P.E. REG. # 8790 - �21pI1J3 BI 4 DATE :11 /20/95 DRW #: C 103 1/2.' I/2 FABRIC AWNING FRAMES AWNINGS BY VALROSE 1499 N.E. 129 ST. N. MIAMI, FL 33161 PH:(305) 893 -5553 FAX: (305) 891 -6534 REV.: 'FON 1 3,d4C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 BY PRODUCT CON DIVISION BUILDING CO J COMPLIA NCE OFFICE ACCEPTANCE NO 1 ASSOCIATED WITH ENGINEERED AWNING FRAMES, INC. FORMAT, DRAWINGS & CALCULATIONS ()COPYRIGHT 1985 SHEET I0 OF P40.JE CTI a-4 S' - G 1 7 o " 10'.0 0 I r _ G 4 T.AFTEa 3 t 1 1 /2. Z, . , metal -,_�� I " i Y4." 1 te 2 '' SOP (x.I[ 1/2.' I/2" w 3/4► vEttT. 5A4. ` - 1 /2.'` 1 3/41 I 5c7rT: 3At Us.' 2.' 1 /2' 3/4' - 3 /4. 1 I..i; R�r�E.O �►„ -s ZL 6 GTI C..+ , �� 3/4." 1 ,. /,♦" h (M►t-1.) ';2." 1O' /2.' I ' -3 11-i/' � PIPE SI ME. S AtaJ EGTIC.. 1 5' - o ' '7 s -O" � . -G° ice... is F,A.c.-g %Ls ` 3/41 1 Y4' Z. T 4u S S ED rIgt:., " ' r 1 1 ' I 1 a TC7P 6At ( /2" I /n.' 3 / ." t I' V Gi.T. , Alt 1 /2 I I I / Z .3/4 1 I I T a I /Z 1/2' 3/44 1 ' 1 " • 1 I iTE1:(.C�IA ?e. N M . QC,d EG- o'''' . /4 / 1 / 4 ' J / h (AA/NA) 7 1 /2 . ' / O 1 /2 1 ) — 3" M - lQ /Z p, r 40Kl5 4-04 TOP C / o4c 7 4 N 4 ' . 1 1 0 2_ w Il vtour. 4 wOIt I o,J►.Y - oR SQUARE TUBING- ALLIED 50/55 W /GATORSHIELD Substitute Sizes: 1.For 3/8 "0 none (3 /4 "•sq. optional) 2.For 1/2 "0 use 3 /4 "sq. 3.For 3/4 11 0 use 1 "sq. 4.For 1 "0 use 1 1 /4 "sq. S.For 1 - 1/4 "0 use 1- 1 /2 "sq. 6.For 1 -1/2 "0 use 1 3 /4 "sq. 7•For 2 "0 use 2 "sq 1' _o 1, \l E 4 2_1 `1 '-o z 9 s: IS 8. 1174, S go 1C,= 1 480 . 942. 432- 2520 IZ4 J 46 46 2 3 52 3460 Sa +O ;'ANCHORAGE NOTES: 1• FOR.TYPICAL ANCHORAGE DEVICES SEE %MET NO.1 2. ANCHORAGE SHOULD BE DESItNED BY A REGISTERED ENGINEER FOR TABULATED FORCES AND SUBJECT TO STRUCTURAL MATERIALS. I.E. CONCRETE, STEEL OR WOOD FRAMING STRUCTURES. A..ico4oa. -v I t•-4 T I�� SvZE gen. NOTES : r S sheet no.1 for notes, fdtns, etc. 2. See sheet no . 2 for nom- enclature of parts 3. Sch. 40 pipe shall comply with AST A -53 4. Allied tube 50/55 w /GATORONt-a shall comply w /ASTM A-569 rIzisrvi `j-'eE )5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATC • 19 ' BY r 4 PRODUCT CO is IL DIVISION BUILDING .CsIE��MPUANC;� ACCEPTANCE NO.,— ANGELO J.C. TIBERY 1231 S.E. 8 COURT DEERFIELD BEACH, FL 33441 PH/FAX:(954) 426 -5188 BOARD OF PROFESSIONAL ENG. EXAM: CIVIL :1961 STATE OF FLORIDA P.E. REG. it 8790 FABRIC AWNING FRAMES AWNINGS BY VALROSE 1499 N.E. 129 ST. N. MIAMI, FL 33161 PH:(305) 893 -5553 FAX:(305) 891 -6534 ASSOCIATED WITH ENGINEERED AWNING FRAMES, INC. FORMAT, DRAWINGS 8. CALCULATIONS ©COPYRIGHT 1985 DATE:1 1 /20/95 DRW >: REV.: SHEET Q OF35 O =2A c LE A 1 ' 4 -TO Av. /1..:I GA / pw 1..: - • 0A.5!_` =—IZAM C/A i...10°•,' chi ANGELO J.C. TIBERY 1231 S.E. 8 COURT DEERFIELD BEACH, FL 33441 PH/FAX:(954) 426 -5188 BOARD OF PROFESSIONAL ENG. EXAM: CIVIL :1961 STATE OF FLORIDA P.E. REG. # 8790 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE molar .4 PRODUCT C /ROL DIVISION BUILDING ODE COMPLIANCE OFFICE ACCEPTANCE NO% 64 FABRIC AWNING FRAMES AWNINGS BY VALROSE 1499 N.E. 129 ST. N. MIAMI, FL 33161 PH:(305) 893 -5553 FAX: (305) 891 -6534 ASSOCIATED WITH ENGINEERED AWNING FRAMES, INC. FORMAT, DRAWINGS & CALCULATIONS OC COPYRIGHT 1985 DATE:) 1 /20/95 REV.: DRW #: SHEET OF 35 I =mac IJp (A) r•iGOin[ PIGS (j) ZAP 7 PIP'S (G) a.A f 0 77:". SP C. I Wa Co) , 11.G:0‘.; - ; advt. PIPE (i) PKOJCGTic►.: PIPE. r5+ (rs) - tE1904 ; (01C.JP) (G) 1 Ur¢.161-I ; 34. &c a PPE. (Z./SEA ) ( 4 ) :}1SI OE °+� -JJE GT I OIJ °! PS /:;) PCai..1 i 5AR - z:..ss CO a7i - OA A= L. LiM w: �` - OtrT11..1C / (ti+•►R >> 6M� - 7R1..15SE0 RAWT CR I ri) 2r1OGE PIP% (3 SO .EAOEFC. PI PE. (A) !JO■d S71 72.4.: SS 4 DO.4 (z OU .L.11.1 PIPC. 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Ws V. 3/1 V■ pie I'�/b b/4 3/6 3.4 11/2 t - PIPE' •5 1 Z c5 s "b =9 ICArTEA. Lok'.r 15 -q' w -13' 14 - ids' I:r: I8' 1q' -20' 21' -2C • 51.:6,~.1.. a PE; 1. 1 %a. 2•. Iti 18' 20' la Q.+G.) G G. +c:lr=sl:a olt>t I m"z 7270 1 /2' 3 /4" I -' 1' 14 I --' 7 1% P 1" l4" I '4 } tih .' 2 ' ve4'c 3. '/2" • /1. 1 1/2' 1/2' r /2' ' /z' TU7bIN t'i '51 Z•c5 fUa'T =~< -,rlw 5' -,' t0' -11' 13' -14 n'-iS ice-24112.11-2 2.b- ' ISii..14i4..E 7,-use... .1i 1:/i 2." ( % 4 1%4 TU UDE� oP - 1/2." 3/4' I' 1' 1'4" !• D .. 314" 1.. t' /4 I'14" I y V ' 2 ' vIERTL 3/8." 1 9/g.• '/2' I/2' 1 /"' 1/2 = PLAT 7ZL ; - /�IAC�G►JAL F Q S1 3aEL FO9.- vg■ iABI _SQAG��� FLAT "�7LU - .tz' -IA L_ GENERAL NOTES: 1. All tubing to be ALLIED`50 /55 with Gator,hield" All pipe to be ASA Schedule 40, galvanized. 2. All welds shalt comply with the A.W.S. Code (latest edition). 3. All welds covered with corrosion resistant coating. 4. All structures designed in accordance with the following Codes (latest edition). A. South Florida Building Code, Chapter 43 B. Southern Standard Building Code, Chapter 12 P.B.C. amended for wind forces. C. City of Palm Beach ordinance modification to Southern Standard Code, Section 2201.3 (4) (d) 5. Awning covers shall be removed during periods of high winds;_specifically, winds in excess of 75 m.p.h. 6. All connections shall be fully welded (U.O.N.). 7. All frames have been designed using rational analysis. 8. Footings shall provide 1 cubic foot of concrete for 7 square feet of canvas roof anchored by the footing d L I al SOUA TUBING- ALLIED 50/55 w /GATORSHIEI.D Substitute Sizes: 1.For 3/9'0 none (3 /4'sq. 2.Tor 1/1'0 use .3 /4'sq. 3.For 3/4'0 use 1'sq. t.For 1'0 use 1- 1 /4'sq. 5.10: 1 -1/4'0 use 1- 1 /2'sq. G.For 1 -1/2 use 1- 3 /4'sq. 7.For 2'0 use 2'sq. optional) } 2 BC; - Gr - TZu GS scs,...J -4 rt c t- I orL0 1 TOP 0442A= ,.- TPI` U5.5 TOP GINOR.a VEa� T at LASS t�A4►'J 1401.1 isms vey..... S/4 556 s, 5ie - - • 1 I r VOLT. 8/b+. 3 /e" c. R EAT; CAA-. a AMID I I i (15:4v.sc)h 11 rma.l5j.i1= 1 - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • DAT. • 19 BY PRODUCT CO. sL DIVISION BUILDING .CODE_ COMPLIANCE OFFICE ACCEPTANCE NO9 ' -06.11 0 FABRIC AWNING FRAMES AWNINGS BY VALROSE 1499 N.E. 129 ST. N. MIAMI, FL 33161 PH:(305) 893 -5553 FAX :(305) 891 -6534 ANGELO J.C. TIBERY 1231 S.E. 8 COURT DEERFIELD BEACH, FL 33441 PH/FAX:(954) 426 -5188 BOARD OF PROFESSIONAL ENG. EXAM: CIVIL :1961 STATE OF FLORIDA P.E. REG. # 8790 ASSOCIATED WITH ENGINEERED AWNING FRAMES, INC. FORMAT, DRAWINGS & CALCULATIONS °COPYRIGHT 1985 DATE:11 /20/95 DRW8: REV.: SHEET L OF 35 1 pips. Si i1.E•S I T1151' 5 . a± 144 t`..o- . A.1 4:.45 5 2 -4 ' I 171 9' ,1' Iti 18' 20' la Q.+G.) G G. G C. V e• c i ' -o' T° C k°ao 4'a - 7 7 1% 4 7 / 1 born. e+'oca . y 4 1 I / (/. • - 4 1 I I '4 vi.L;, ) 3/4 I 1 rY4 1'14 1 1 134 16 -0' ( vrat, 1 c - o c o 14 I I / 4 f ( % 4 1%4 1 /. i nc--�+ cocc I 1 74 1'•.t 1V4 K/ (1/2 cA,_ / (4 ; 1 / /4 I 1 /1. 1 I4. /YL 10'•0 T c I IA. 1�. W4. 1 I/41 rya VA IOVTRc.Hotc 1 11,4 0" r W4 1! f4 VE2TIGAL. 1 7. • ` - 1/'' 1 2. 1/. 11 Z IZ PLAT 7ZL ; - /�IAC�G►JAL F Q S1 3aEL FO9.- vg■ iABI _SQAG��� FLAT "�7LU - .tz' -IA L_ GENERAL NOTES: 1. All tubing to be ALLIED`50 /55 with Gator,hield" All pipe to be ASA Schedule 40, galvanized. 2. All welds shalt comply with the A.W.S. Code (latest edition). 3. All welds covered with corrosion resistant coating. 4. All structures designed in accordance with the following Codes (latest edition). A. South Florida Building Code, Chapter 43 B. Southern Standard Building Code, Chapter 12 P.B.C. amended for wind forces. C. City of Palm Beach ordinance modification to Southern Standard Code, Section 2201.3 (4) (d) 5. Awning covers shall be removed during periods of high winds;_specifically, winds in excess of 75 m.p.h. 6. All connections shall be fully welded (U.O.N.). 7. All frames have been designed using rational analysis. 8. Footings shall provide 1 cubic foot of concrete for 7 square feet of canvas roof anchored by the footing d L I al SOUA TUBING- ALLIED 50/55 w /GATORSHIEI.D Substitute Sizes: 1.For 3/9'0 none (3 /4'sq. 2.Tor 1/1'0 use .3 /4'sq. 3.For 3/4'0 use 1'sq. t.For 1'0 use 1- 1 /4'sq. 5.10: 1 -1/4'0 use 1- 1 /2'sq. G.For 1 -1/2 use 1- 3 /4'sq. 7.For 2'0 use 2'sq. optional) } 2 BC; - Gr - TZu GS scs,...J -4 rt c t- I orL0 1 TOP 0442A= ,.- TPI` U5.5 TOP GINOR.a VEa� T at LASS t�A4►'J 1401.1 isms vey..... S/4 556 s, 5ie - - • 1 I r VOLT. 8/b+. 3 /e" c. R EAT; CAA-. a AMID I I i (15:4v.sc)h 11 rma.l5j.i1= 1 - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • DAT. • 19 BY PRODUCT CO. sL DIVISION BUILDING .CODE_ COMPLIANCE OFFICE ACCEPTANCE NO9 ' -06.11 0 FABRIC AWNING FRAMES AWNINGS BY VALROSE 1499 N.E. 129 ST. N. MIAMI, FL 33161 PH:(305) 893 -5553 FAX :(305) 891 -6534 ANGELO J.C. TIBERY 1231 S.E. 8 COURT DEERFIELD BEACH, FL 33441 PH/FAX:(954) 426 -5188 BOARD OF PROFESSIONAL ENG. EXAM: CIVIL :1961 STATE OF FLORIDA P.E. REG. # 8790 ASSOCIATED WITH ENGINEERED AWNING FRAMES, INC. FORMAT, DRAWINGS & CALCULATIONS °COPYRIGHT 1985 DATE:11 /20/95 DRW8: REV.: SHEET L OF 35 1 tat Q0 ti r SKETCH OF BOUNDARY SURV EY SCALE: 1 "= Z o' Y> i t•i S s k3 - 5Y.) ♦ , 4 -r' '''.1 ' • T.C' '::..51]1E.•' ..:r. r. '; TMR .S�i,.ai 3/fidJlia: i rriLJ 1 C� _ - ,6 z 5T-1 c_e iC wow --- D� TILES I • _ �. - "' 24 .,� 6i ` - mo - • 1.2 0 c 2. 0 ;,T\ eff 3 O rJ 1 3.4,0' No o■0 fr 0 F ;OR Peter and Cristina Abrams • • • .... • • . PROP. ADD. 343 N. E._99th Street,_ Miami Shores, :FL �� ..; SCALE : 1 "= . g 7�: . .. R.I V1SjONS Lot 18 and the East z of it 1 1 1 7 in Flock 21t. of :"IN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" accordin, to the Plat:thc of7•as dtecordedain Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. LEGAL nESCR!rT1ON. LOCATION SKETCH • • • Union Planters PINLAC Inc. Peter and Cristina Abrams ork Title Comrany :c,LL.orneys' Title Insurance Fund, FREEDOM OF LAND CORPORATION SURVEYING SERVICES 7 575 W. FLAGLER ST. SUITE 207 tVIIAMI, FLORIDA 33126 (305) 266-4451 P.O. BOX 65 -3706 PHONES: (305) 262 -7844 MIAMI. FLORIDA 33265 FAN: (305) 262 -5007 .. • • • .. ... .. Inc. • JUHH Nt • 04 04_00 - 1 -- • • • _ • • • F. B )O1: File — _ 1) ATF,FIELD SUR VEY' 04 -04 -2000 • • • • • .. • • • • • ... 0* • ABBREVIATIONS IF ANY APPLIED Sw•K =SIDEWALK• CBS= CONCRETE BLOCK STRUCTURE. CLF =CHALK LLNK FENCE, PI =PROPERTY LINE, N/D =NAIL & DISC. 1P =IRU!: PPE. F= FOUND, STY_STORY. A/C =AIR CONDITIONING PAD. P/C= PROPERTY CORNER, D,HI =DRIJ 1 FD HOLE WIF= WOODEN FENCE. RES= RESIDENCE. CL=CLEAk. RB =REBAR. UE- •UTILITY EASEMENT. CONC = CONCRETE SLAB. RJW =RIGHT OF WAY. C =CENTERLINE. N =DI AMETEK, SP_SPIKE. TYP= TYPICAL. M =MEASUREL). R= RECORDED, ENCR =ENCROACHMENT.COMP=COMPUTED.CIN =CUT NAIL R!N =ROUND NAIL S=S? I. FFE.=i -1. FLOOR ELEVATION. O /S-OFPSi:i.1'.I- POLE �e h is - t: - .e . +t".. ;o,, r..,T . 3w_ P. P .a T Ei , SURVEYOR'S NOTES: 1)71-1£ SURVEY OF THE PROPERTY SHOWN HEREON IS TN ACCORDANCE V+TTH MIT DESCRIPTION FURNISHED B1 -LI `v'1 T • 211C CORDING TO THE. NATIONAL FLOOD LNSURANCE PROGRAM, THE SUBJECT PROPERTY UL` WITHIN FLOOD ZONE ?_ . 3)L'NLLSS A COMPARISON IS SHOWN. ALL BEARINGS, ANGLES. AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES; 4)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT AND THE SAME. W ANY MAY NOT BE SHOWN ON THIS SKETCH; 5)UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS 01. OTHER 1MPROVEMEMTS WERE NOT LOCATED; 6)FE':CE TIES ARE TO THE CEtTERUNE OF TILE SAME 7)WALL TIES TO THE FACE OF 711E SAME: S)ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) UNLESS OTHERWISE NOTED; SIT ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHORT; IO)THIS SURVEY IS RJR MORTGAGE PURPOSES ONLY. NOT TO BE USE FOR CONSTF.LCTION PURPOSES. I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF BOUNDARY SURVEY OF 711E ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CH APT ER 61617.6 FLORIDA ADMINISTRATIVE CODE. PoRSL'AN i TO SECTION 472 O FLORIDA STATUTES. QUE H. ADA RE .TERFD L VEYOR NO. 5133 S OF F1 ORIDA NOT V'._ IL. 1:_"NCUT THT.; SIGNATURE A'; ^. THE OEIGINAL RAISEi A ..OR1D4 rICENSED SURVEYOR AND MAPPER. MIAMI -DADE n BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Custom Aluminum & Screen Corporation 15842 S.W. 150 Ct. Miami FL 33187 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 Aluminum Framed Screen Enclosure under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0525.07 Expires:06 /13/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08 /05/1999 Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offic Homepage: http : //www.buildingcodeonline.com Custom Aluminum & Screen Corporation ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 95- 1024.01, which was issued on June 13, 1996. It approves an Aluminum Framed Screen Enclosure, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Framed Screen Enclosure and its components shall be constructed in strict compliance with the following documents: Drawing No. 3122 titled "Custom Aluminum & Screen ", prepared by Ramms Engineering, Inc., dated October 23, 1995, last revised on May 17, 1996, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance with the approved drawings. 5. LABELING A permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved," shall be attached to the bottom of each chair rail. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 99- 0525.07 AUG 0 5 1999 06/13/2002 Helmy A. akar, P.E.- Product Control Examiner Product Control Division 2 of 3 Custom Aluminum & Screen Corporation 3of3 ACCEPTANCE No.: 99- 0525.07 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE AUG p 5 1999 06/13/2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: ...a. There has been a change in the South Florida Building Codc affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Noticc of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy Al akar, P.E.- Product Control Examiner Product Control Division T - NON COASTAL ZONE ( ASCE .A88 ) BEAM AND COLUMN SCHEDULE 2 x 2 2 X 3 2 X 4 2 X 4 2 X 5 2 X 6 2 X 6 2 X 7 2 X 7 2 X 7 2 X 8 2 X 8 2 X 9 2 X 9 .055 .055 .062 .120 .120 .130 .120 .130 .130 .280 .224 .224 .224 .320 .055 .055 .062 .055 .062 .055 .062 .068 .055 .070 .072 .082 .072 .082 HI:LLOV SNAP SNAP LAP SNAP LAP SNAP SNAP LAP LAP LAP LAP LAP LAP 6' -11' 9 -7' 12'-6' 14' -3' 15' 1' 19' -10' 19' -11' 22'-11' 2 1' -r 27' -1' 28'-8' 29' -0 31' -5 34' -3' 6' -9' 6'-7' 9 -3' 12' -2' 9' -0' 11' -9' 13' -9' 13' -4' 14• -r 14• -2- 19' -S 19'-4' 16' -IF 16• -9" 22• -r 21' -r 2o• -r 19• -Y 26' -3' 27' -9' 26• -r 30' -S' 33' -3' 25' -S' 26' -11' 27• -S 29' -3' 32' -3' 6'-4' 8' -9' -5' 13' -013 ' 13• -9' 16• -r 18•-S 1 e• - 11" 24' -9' 26' -3' 26' -r 28' -1' 31' -5' 6' -3' 8' -7' 11' -2' 12' -8' 13• -S 1T-sr 17•- l a 20' -C 16' -r 24' -2' 25' -7' 25 -11' 27' -l' 30' -8' 6' -1' 8' -4' 10' -II' 12' -5' 13' -r 17• -4' 1 T -� 23' -7' 25' -0' 26' -2' 30' -0' 5' -I1' 8' -2' 10 -8' 12' -2' I V -, o' 16• - 9' 19' -r tr -1' MARK SIZE T1 T2 TYPE Box Bm. Box Bm. MAX. BEAM SPANS AT GIVEN SPACINGS 5' - 0' 5' 6' -0' 6'-6' 7' -0' 7' 8' -0' PURLIN SPACING 72' n' Box 8m. Box Bm. Box Bm. Box Bm. Box Bm. Box Om. Box Bm. Box 8m. Box 8m. Box 8m. Box Bm. Box Bm. 2 X 3 .055 .055 HOLLOW MAXIMUM SPAN ■ W NOTE. MAXIMUM SPACING OF PURLINS = 84'. MAXIMUM AREA IN ANY P MAXIUUII SPACING OF 2X2 CHAIRRAILS - 60' ALC. MAXIUUM SPACING OF 3 %2 C)WRRAILS - 7r AVC. SPANS SHOWN Box Col. Box Col. 2 X 4 2 x 5 .120 .120 .055 .062 LAP LAP 11' -1' 13' -4' 10' -7' 12' -9' HARK SIZE T1 T2 Box Col. 2 X 3 .055 .055 SNAP 6'-6' '6' -2' Box Cot. 2 X 4 .062 .062 SNAP 9' -2' 8' -8' Box Col. 2 X 6 Box Col. 2 x 7 .1 .150" .062 .062 LAP SNAP I5' -10' 15' -1' 16' -6' 15' -9' Box Col. 2 X 7 .280 . 07 0 LAP 22' -0' 21 ' -4' NOTES. 1) ROOF AND SIDES SHALL BE COVERED VITH SCREEN CLOTH BEING 60X OPEN CR GREATER ONLY. 2) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE. 3) METAL STRUCTURES VITHIN 5 FT. OF SVIMMDHCi PO _S SHALL BE GROUNDED PR N.E.C. 680 -22 4) ANCHORS TO CONCRETE AND MASONRY FILLED WITH CONCRETE SHALL BE 3/8'X 3' ANCHORS UNLESS OTIERVISE SPECIFIED. 5) MAXIMUM COLUMN HEIGHTS ARE BASED ON MAXIMUM BEAM SIZE USED MAXIMUM BEAM SIZE USED IS 2'X 9' VITH 29' -4' SPAN Di CENTERS. CARRY BEAM TABLE CLEAR SPAN OF 2 X 6 CARRY BEAM T(web) - A62' T(Ftonpe) - .120' 10'- 0' 12' 0' 14'- 0' 16'- 0' 18'- 0' MAX SPAN CC SCREEN ENCLOSURE 34' -3' 25' -5' 16'-6' 10' -9' 5' -2' T CLEAR SPAN OF 2 X 7 CARRY BEAM T(•eb) • .070' T(flonge) - .280' 14'- 0' 16'- 0' 18'- 0' 20'- 0' 22'- 0' MAX. COLUM 5' -0' 5' -6' MAX. SPAN OF SCREEN ENCLOSlIRC 34' -3' 33'-6' 24'-9' 16' -S' 10' -7' 84' 84' 84' 84' 23' - 2' 84' 84' 84' 84' 24' -6' 84' 24• -10. 84' 25' -4' 84' 29' -4' 84' PURUN TABLE 2 X 2 .055 HEAVY 111E INDICATES MAXIMUM SPAN FOR 4' .055 I - HOLLOV MAXIMUU SPAN ■ 7' CUTTER 'r BRACKET. NO UUIT TO 5' CUTTER BRACKET. - 0" AS PURUN AND CHAIRRAIL - 0' AS PURUN AND CH JRRAIL ANEL • 56 SO. FT. ABOvE ARE CLEAR SPANS. 4" MAY BE ADDED TO EACH SPAN SHOWN. N HEIGHTS AT GIVEN SPACINGS 6' -0' 6' t0 -1' 12' -2' 9' -8' 11' -9' 5' -11' 5' -8' 8' -0' 14' -5' 15' -1' 13' -10' 14' -5' 7' -O' 5' -6' 7'-9' 9 . -4 , 11' -4' 20' -9' 20' -1' 19' -4' 7'-6' 5' -3' 7'-5' 9' - 0' 10' -I1' 13' -4' 13' -11' 12' -11' 13' -6' 18' -8' 8' -0' 5' -1' 7' -3' CHAIRRNL SPACING 78' 78' 8' -9' 10' -7' 78' 78' 78' 78' 12' -6' 13' -0' 78' 18' -I' ROOF LIVE LOAD UP L DOVN TEST LOAD LP L DOVN DEFLECTION LIMITATION. TYP. CROSS SECTIONS SNAP BEAM LAP -BEAM 2 X 2 PURUN 1 X 2 PATIO DESIGN CRITERIA• SOUTH FLORIDA BUILDING CODE ASCE 7 -B8 W4 LT DESIGN VINO LOAD IN L OUT - - --- 19.6 PSI TEST LOAD VIND IN L OUT - -- -29.4 PS/ 10.6 PSI 15.9 PS/ L /80 ALLMIMM ALLOY 6063 -T6 LPLES2 OTHERVISE SPECIFIED. 1 1 /4'x 1 1 /4'x 1 /8' DIAGONAL WINO BRACING. 3/B' THRUBOLTS. Ell SPECIAL U-BRACKET Jr' I. - ' -- 1 �1 1/4" RADIUS 90 U- BRACKET MAY BE USED W PROPERLY POSITIONED. SPECIAL U - BRACKET .22' THIcX wTTH 1/4' RADIUS USE 3/16 5"x D+PR( OF BEAU) PLATES ON ALL INTERIOR ROOF BRACES WHERE INTERIOR SPLICE PLATES 00 NOT EXIST. CORNER ROOF BRACE DETAIL 2X2X1/4' STRUCTURAL ANGLES V/ 1/4' THRUBOLTS AND 3 /B'x 3' ANCHORS AT EACH COLUMN. USE 1/4' ANCHORS BETWEEN COLUMNS ON 24" CENTERS. 114 X 1' SMS MAY BE USED IN PLACE OF THRUBOLTS. 4' THICK CONCRETE SLAB W /6x6, W1.4 x W1.4 WELDED WIRE MESH. 4' 4• NOTE: COLUMNS ALONG END WALLS REQUIRE ONE PAIR OF 2X2X1 /B' ANGLES UNLESS COLUMNS ARE 2X5 OR GREATER. THEN TVO PAIR OF ANGLES ARE REQUIRED. ROOF BRACING LAYOUT MIN. 8'X 8' CONTINUOUS FOOTING V/ 2 15 DETAIL OF ANCHORING TO FOOTING ANCHOR BOLTS TO EXTEND 1 1/2' BEYOND CHATT. OR BRICK PAVEMENT SURFACES WHEN USING REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAMMS ENGINEERING, INC. THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY ROBERT S. MONSOUR FOR EACH SUBMITTAL USE 3/1B 'x 5"x (DEPTH OF BEAM) PLATES ON ALL INTERIOR ROOF BRACES WHERE INTERIOR SPUCE PLATES DO NOT EXIST. 3 /tf RATE on ». .E n45 LOCAO N. BOX COLUMN 1 1/4 1 1/4'x 1 /8' DIAGONAL WIND BRACING. THIS MEMBER 1S TO BE USED FOR ALL ROOF BRACING. 4 1/2' • • • • • • • • • • •• •••• • •• • • •: • •• • • • • • • • • •• • • • • •• 110 X 1 1/2' SUS. 2 EACH SIDE OF COLUMN. PLACED INTERNALLY. 1 /4 "x 3" / MAY BE USED AS FOLLOWS: 2 FOR UP TO 12' -0' SPAN. 4 FOR UP TO 24' -0' SPAN. AT EACH COLUMN. AND 20' ON CENTER BETWEEN COLUMNS. x USE 2X2X1/8' ANGLES FOR SPANS UNDER 18'. 4. ANGLES, 1 /4'X 3' ANCHORS MAY BE USED. FOR SPANS OVER 18', / 4 - 8" BASE ANGLES // MAY BE E USED AS SHOWN IN PLACE OF 2 - 1/4' ANGLES ON COLUMNS SUPPORTING BEAMS. • • •• • • • • • • •• • •• • • •• • , •• • • • • • •• APPROVED AS COMPLYING WITH 11 SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CON "01 DIVISION BUILDING .CODE COMPLIANCE OFFI ACCEPTANCE NO.95"/02 • 61 r 4 'VH .Xa9 1 X2' 'K" • ACI (OPTIONAL) 2'X2' CHAIR RAIL r .... 1 1 t 0 z o A r. T. 9' AND 10' BEAMS. W CO 72' BOX COLUMN vA :ES 'U' CHANNEL V/ 1/4' THRU BOLTS 0 0 0 0 0 � O O t 0 O 22 typical 9 —{ 7" BOX BEAM La C 2°I CARIES ..-1 0 O 0 0 0 0 TIP VIEW OF K' )(RACE Cw (CTION 2X2 PURL IN 1X2 PATIO O 0 U 0 ca C7 a 5 BOX COLUMN 0 0 ( 2X5 AND 2x6 BOX BEAMS ) USE 1 /8'X 2'X 8' STRAPS WITH 6 114 SMS TOTAL ( 3 EACH SIDE OF SPUCE ( 2X7. 2X8. 2X9 AND 2X10 BOX BEAMS ) USE 1/8'X 2 12' STRAPS WITH 14 114 SMS TOTAL ( 7 EACH SIDE OF SPUCE ) 3/16' X 1 1/4' STRAPS MAY BE USED IN PLACE OF 2' STRAPS. O 0 0 0 O O 0 0 0 O 0 0 0 0 0 2 j typical 9" BOX BEAM 2X2 'U' CHANEL V/ 1/4' THRU BOLT 5 /4' THRU BOLTS ALL PLATES MANSARD BOX BEAM SPLICE DETAIL K — BRACE DETAILS 3/16' PLATES VITH 114 5145 AS SHOWN CUT PLATES TO FIT INSIDE OF BOX BEAMS AS SHOWN ON DETAIL VARIES TYPICAL ELEVATION BOX COLUMN REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAI4ITS ENGINEERING. INC. 8" BOX BEAM 2 2 typical LI 3/4" 1 I 10" BOX BEAM 3/16' PLATES TO REINFORCE BOX COLUMN AT BRACES. 4' U- CHANNEL T I IXJAL 2' NOM. FASCIA IN DCATES TX 2"X 1 /6' ANGLES 4' LONG WITH /I4 X 1 1/7 SMS _ 5)4 IN INTO TRUSSES AND � I4 x Z 5TO Asa s. 4" BOX BEAM 1 X2X3/16' ANGLE 10r LONG AT EACH SCREEN ROOF BEAM L 3' RISER X 12' VIDE 4 ALUK ROOF PANEL typical r-1 2•X2'XI/B'ANGLE 110 S.M.S. IN EACH Lc^ 2X2 ROOF MEMBERS. BASE ANGLES MIN 2'X 2'X 1 /6" COLUMN END WALL POST DETAIL SPECIAL z BRACKET 7' LONG AT EACH AUUINUM RAFTER FASTENED TO FASCIA KM V/ 3 5/16'x 3' LAGS 1' X S X 3/16' ANGLE, r LONG WITH 3 - 1/4' THRUBOLTS TO COLUMN. TOP V EV OF 'K' BRACE CONNECTION THIS PLAN t5 MVAFJD UNLESS SIGNED AND SEALED BY ROBERT 5. MONSOUR FOR EACH SUBMITTAL 2'X3'X1/8' ANGLE ON EACH SIBS STRUCTURAL GUTTER DETAIL 1X2 MEMBER 110 S.H.S. THRU BRACE 1X2 1'X2- 1/2'X1/16' COVER PLATE / 110 SUS 110 X 1 1/2' sus ENO WALL COLUMN OVERLAP BEAM 10 CDLUHN AND FASTEN WITH 3 /14 SUS EACH SIDE AS SIDVN. USE 4 /14 SUS FOR 802 1 902 LOX BEAMS ) 2'X 2'X 3/16' ANGLES ` 2' NOM. FASCIA - BOX BEAM NOTE. LARGER PLATES MAY BE USED IF REQUIRED. ALTERNATE BRACE DETAILS 2'X2'XI /8'ANGLE WITH 2 /14 SUS IN EACH LEG BEAM CONNECT USE 2'X 2'X 3 /15" ANGLES VITH P10 1/4' THRU BOLTS l TVO 3/8' LAGS TO FASCIA 3 1/2' X 6' X 1/6' PLATES TVO 1/4' THRU BOLTS OR 4 114 SMS 1/4' THRU BOLTS STRUCTURAL GUTTER BEAM CORNER DETAIL COLUMN SEAM TO COLUMN CONNECTION 114 SMS MAY BE USED 114 PLACE OF 1/4' THRUBOLTS ALTERNATE 1" FASCIA WITH 2' SUB FASCIA. 1/4' THRUBOLTS AS SHOWN. 5/16'X ' LAGS 4 AT EACH BEAM AND 12' 0.C. STAGGERED 2'X Z X 3/16' ANGLE 3' LONG V/ 1/4' THRU BOLTS AS SHOWN. FOR CABLE BRACING AND 5' GUTTER DETAILS SEE SHEET /3. 2'X2'Xl /8'ANGLE VITH 2 1414 SMS TO THE COLUMN AND 1/4'X 3' ANCHORS • PORCH DERAILS. 3'X 4'X 1/8" PLATES WITH 4 114 SMS AS SHOWN. 2X2 SNAP AND 1X2 SNAP. 2X2 BRACE WITH 1 8' PLATES EA END #14 SMS AS SHOWN. TVO 1/4' THRU BELTS V/ VASHERS 7 2X2X1/8' ANGLE V/ *14 SMS AND 3/6' x T ANCHORS TYPICAL. EACH CORNER 1'X2 - 1/2'X1/16' COVER PLATE WITH /10 SMS. 110 X I 1/2" SMS. EXTRUDED GUTTER CONTINUOUS IX2 MEMBER WITH /14 X 1 1/2' SMS 24' 0.C. ALONG GUTTER. 2' h01. FASCIA SPECIAL 2 BRACKET r LONG AT EACH ALUUIMIM RAFTER FASTENED TO FASCIA WITH 3 5 /1.X 3' LIDS FASTEN CUTTER BETWED4 BEAUS M/ 1/4'x 2 1/2' LACS 24' OC. P t ak 1�i ;� EXTRUDED CUTTER.411g; CONTINUOUS DIVERTER BOX BEAM (optional) 2X2 INDICATES 3/6'x 8' LAGS AT EACH BEAM COVER PLATE WITH /10 SUS. BOX BEAM 2' FILLER BLOCK 1 5'X 1/B' OR 1'X TX 1 /6' CONTINUOUS ANGLE WITH 1/4' THRUBOLTS AS SHOWN. CBS WALL 2:2x3/16' ANGLES W/ 1/4'x 3 ' ANCHORS AND 114 SMS. USE 3 /6' ANCHORS FOR 2x7 AND GREATER BEAMS. BOX BEAM DETAILS COLUMN • • • . • • • •• • 2x2X1i8' •AJ1GL!S • • • • • • • DOUBLE 202 WITH • • 3/8" X 6" LAGS, 2 AT EA. COL AND AT 24 BEAM CONNECTION USE 2'x 2'x 3/16' ANGLES WITH 3 /6" LAGS TO FASCIA AND 1/4' THRUBOLTS TO BEAM. MAX. 4' WIDE GUTTER MAY BE USED AS SHOWN ON BEAM TABLE SHEET /1 ( MAX. LOAD - 1100/ ) 2 - 010 X 1 1/2' SMS CONTINUOUS 1X2 t EACH PU2LW •. • • • •,•:• -.,• •• •• • • • ••• ••• 0.C. BOX BEAM 010 SMS 24' D.C. TOP AND BOTTOM 14 X 1 1/2' SMS 2X2 PURL INS ..::� • •• •• • • • • • • • • • • • • • • • • • • ••• BOX COLUMN •• •• • • • •• • • • • • • • • • .1T FASCIA CONNECTION FOR DOMES SPECIAL Z BRACKET r LONG. 4' WIDE CUTTERS ONLY. INDICATES 3/8'X 8' LA AT EACH BEAM LOCATIO CAULK EA. LAC GUTTER BRACE DETAIL 1/16' U CLIPS VITH 010 X 1 SMS AS SHOWN PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT S . k3E 19 • M1 S PRODUCT CON ' 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE I.24 •01 • • 4 V v tz T CI) g U 3 8 tzz W u 7. v E I' D 4�- E Q 0 Lu to 0 D S) RSM MY..O IVonsour 10/2J/95 no tool@ .1122 Mf• PRODUCT RENEWED END NON LOAD BEARING WALL SQUARE FOOTAGE 1 274-363 3E11:41f0 .41:7 [➢1.H LOPi.BEA l.14 VALI : : 1 -145 1 146 -273 TOTAL NUMBER ff CABLES 2 1 EA, END 4 2 EA. END 6 3 EA. £1 • •• 8 ' cA,. END. 10 • •. 5: EA..END •. SPECIAL Z BRACKET 7" LONG. 4" WIDE GUTTERS ONLY. .-- �• 3.75" • 1 15" 0 N N 4" Z- BRACKET 6' SUPER BRACKET VITH (4) 3/8' X 2 1/2' LAG BOLTS TO FASCIA L_,__ to h fri .125 1875 • JEIL in N 15" 10 4.825" 4.700 .220 21 s l T .190 #14 #12SMS #10SMS CUT FRDH 1X5' ANGLE PRODUCT RENEWED ACCEPTANCE No. t9' b5 ZS �7 DATE to rV 2 1 - • D5' I 411111/0 • P • • r CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1/8' STAINLESS STEEL CABLE 1/8' STADIESS STEEL CABLE DOUBLE C MESSIDN SLEEVES, ALTERNATE .125 » X ALTERNATE GUTTER SIZE. T 1 / ANGLE BRACKET VITH (9) #14 X 3/4' SHS TO VALL MEMBERS - 5/16' EYE-BOLT. VELDED CLOSED VITH DOUBLE NUTS D UELE CONPRESSIII1 SLEEVES I/8' STAINLESS STEEL CABLE THIS CLIP KAY ALSO BE USED ON SIDE IF CONCRETE SLAB, HATNTAIN 2' KIN. EDGE DISTANCE. CABLE BRACING DETAIL USE 118' DIAPETTR CABLE CINS1STING EP 19 INDIVIIXJAL STRANDS EF .025' FERROJS STEEL. VIRE. FASTEN SLPER GUTTER TO THE LSIST STRICTURE VITH I/4'x 2 1/2' LAGS 20' ac, 6' 3JPER BRACKET VITH (4) 3/8' X 21/2' LAG BOLTS TO FASCIA CO zd a. . ;Dili 3' A STR A -36 STEEL CLIP VITH (2) 3 /8'X 3' HILTI SLEEVE ANCHORS TD CONCRETE DECK V/ 1 1/2' KINIKLN EMBEDMENT. 1 1 1 V alrak ' Wan 2' 1OUNAL FASCIA TOP RAIL 1 vimm si SUPER GUTTER 5" GUI I ER BRACKET DETA I • • • • • • • ..• • • • • • • • • • ••• . . •• • . • • • QUANTITIES ABOVE ARE FOR 3. SIJE1 ESC li1$Ike: ; • • • • : REFER TO ENGINEER'S SITE SPECIFIC PLAN FOR OTHER CONDITIONS, USE ONE SET OF CABLES ON RETURN VALLS FIR SPANS OVER 16 FEET, 3 /B' HILTI SLEEVE ANCHIB2 V/ 1 1/2' MINIMUM EMBEDMENT INTO CONCRETE SLAB. 2' X3'X 1/4' ANGLE eEACH SIDE OF ROOF BEAM VITH (4) #14 X 3/4' SKS TO ROOF BEAM AND (2) 3/8' X8' LAG BELTS I (3) 114 X 1' SKS TO GUTTER ROOF BEAM ice RODE BEAM 1/8' STAINLESS STEEL CABLE DOUBLE COHPRESSIDNSLEEVES 1 1/4' X 5 5/8' X 1 /8' FLAT BAR KITE' VHEN 1x2 PERDIETER YBE, IS USED, USE 2 SETS LF 1/4 ANGLES, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 9 MAW And DAT E 13 BY PRODUCT CO / O1 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 571 62 • n I ' -'1.. ,. ,.•.• - a.• i X11.:. crt • - RMSIOUS BY 1/30/96 4/16/96 1 U w IIONSOUR N N IO/73P5 NOT TO Soup 3t22 MON PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date /S' 9/ Job Address 47,? 4/6" 9 . Tax Folio / /0 S 5 � Legal Description /VGsZ / 10 7n e.Ai // /h(4 7 Master Permit # Owner / Lessee / Tenant Owner's Address c 'T «3 9q Contracting C, Qualifier o ,�/N State# 142 977 Architect /Engineer Bonding Company Mortgagor 40 4 7 , WORK DESCRIPTION Square Ft. Competency # ONO 77 Address Address Address SS# Phone Permit Type (circle one): BUILDING ELECTRICALUMBINC MECHANICAL PAVING FENCE SIGN / /id 9/- is o7 ?Do Estimated Cost /(500,w WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate'and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do stated. ci°a (- Signature ,4f Owner aridiar. - r-esti -- Date: 1C 5 1'1`1 Notary as to Owner and /or Condo President My Commission Expires: * . * . * * * * * PERMIT FEE: APPROVED: Fire Zoning Mechanical Building Plumbing Address Phone / 2901 4142 Ins. Co Sgnature of Contract ' or Owner - Builder Date: N r yas to Contractor 0 er- Buildeer M Commission Expires: `f / // / * * * * * * * Other Electrical Engineering Ts 6. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT 56 May o9th, 82 Perini, No. (3 3 ° ..... Date.. 2111111(.iiii.11 is liereby made for the approval of the detailed statemeni of the plans and specifications herewith subr rt• .1 for the building or other Itructure herein described. This application is made in compliance and conformity with the Building Ordinance of Mk t Shores Village, Florida, all pros isions of the Laws of the State of Florida, all ordinances of Miami 'Shores Village and all rules und regulatic of the Building Division ot Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and spot flcations must be kept se 1)uilding during progress of work. Richard Thomas ')wner's Name and Address . No. Street.. . .egist !red Architect and/or Engineer mploying Plumber's Name O'Neal Septic Tank Co. 8350 N.W Location and Legal Description Lot. Block S vision_ . 343 -. ._.. .--_-_--.- .-. 99th Street Street and Number where work is to be performed State work to be performed and purpose of building (By Floors) ' 9 —\I S r % .- - - Ft r .A. ---- - .. ...... New Building ........... ____...... ....... Remodeling_ — .... ___ Addition...____ Repairs xx No of Stones 0 Amount Of Permit $ 1.0 f 0 900 Type Tank__ Size Septic Tank__ —30 of septic sq. ft. Feet of Drain Tile _ ____Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City of Soakage Pit (Signed)_ 343 N.E. 99th Street Capacity t. k„.NK4Zbe-1. 56 Streei ..... Piumbin3 Inspector The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an endloyei of /abut limier the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Cum lement, and lias lied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed 1 y him in rk performed under this permit; and will post or cause to be posted for inspection on the site of the work such pith!: notice no icer 45 required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed a this .› ut, . licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, perior.at PPeareK.4 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and tat all acts therein by him stated are true. My Commission Expires Notary Public, State of Florida' NOTE: A re fee of $1.00 will be made when such re-inspection is mode by improper notice for inspereen, fruit) materials and/ar vvorkmanship. CLoarrs BATH Tues SHOWERS LAVA. TORIES SINKS SLOP SINKS LAUNOR Tugs URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT•NIII To7..i. Fix Tt RES CONTR. LI T CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT G TRAP SOLAR H bur WILL ■--• SPRKLR. SYSTEM SWINCO POOL CONTR. LIST X I . CHICK MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT 56 May o9th, 82 Perini, No. (3 3 ° ..... Date.. 2111111(.iiii.11 is liereby made for the approval of the detailed statemeni of the plans and specifications herewith subr rt• .1 for the building or other Itructure herein described. This application is made in compliance and conformity with the Building Ordinance of Mk t Shores Village, Florida, all pros isions of the Laws of the State of Florida, all ordinances of Miami 'Shores Village and all rules und regulatic of the Building Division ot Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and spot flcations must be kept se 1)uilding during progress of work. Richard Thomas ')wner's Name and Address . No. Street.. . .egist !red Architect and/or Engineer mploying Plumber's Name O'Neal Septic Tank Co. 8350 N.W Location and Legal Description Lot. Block S vision_ . 343 -. ._.. .--_-_--.- .-. 99th Street Street and Number where work is to be performed State work to be performed and purpose of building (By Floors) ' 9 —\I S r % .- - - Ft r .A. ---- - .. ...... New Building ........... ____...... ....... Remodeling_ — .... ___ Addition...____ Repairs xx No of Stones 0 Amount Of Permit $ 1.0 f 0 900 Type Tank__ Size Septic Tank__ —30 of septic sq. ft. Feet of Drain Tile _ ____Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City of Soakage Pit (Signed)_ 343 N.E. 99th Street Capacity t. k„.NK4Zbe-1. 56 Streei ..... Piumbin3 Inspector The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an endloyei of /abut limier the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Cum lement, and lias lied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed 1 y him in rk performed under this permit; and will post or cause to be posted for inspection on the site of the work such pith!: notice no icer 45 required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed a this .› ut, . licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, perior.at PPeareK.4 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and tat all acts therein by him stated are true. My Commission Expires Notary Public, State of Florida' NOTE: A re fee of $1.00 will be made when such re-inspection is mode by improper notice for inspereen, fruit) materials and/ar vvorkmanship. Permit No. • f Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. q ? Owner's Name and Address SC _l_�_ G - - -.- ------- -• - -.- No.__ 3 y!_ Street !�' �r < 7 Sr Registered Architect and /or Employing Plumber's Name-_.. c_� _ 5 ' _• !�/lo No _ --_ _ r . - Street__�L� Location and Legal Description Lot.___..— _ ___— Block -_ Subdivision Street and Number where work is to be performed —No 3 f Street 27 State work to be performed and purpose of building (By Floors ) _ __ New Building Remodeling_____ ___ Addition Size Septic Tank Feet of Drain Tile_ /7f7Jl064 - 2 Nature of Water Supply: City — Well.__ _�___________— _____— __________— __Size of Soakage Pit -------- ------------- ---------- --- - -- - Amount of Permit $ -� STATE OF FLORIDA, i COUNTY OF DADE. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tank ( Signed)_ Date sZz4.i Repairs No. of Stories Capacity Gals st. Feet of Tank or Drain Field from Well The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida Permanent Supp plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed b (Signed )____ Plumb g Inspector. - ployer of labor nt, and has com- m in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public 'otice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. to bar. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires N �• c -- r - -- • -- Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made • necessary by improper notice for inspection, or faulty materials and /or worlananship. CLOSETS BATH TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY Tuss URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT' NS TOTAL FIXTURES CONTR. LIST -� CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. LIST CHECK Permit No. • f Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. q ? Owner's Name and Address SC _l_�_ G - - -.- ------- -• - -.- No.__ 3 y!_ Street !�' �r < 7 Sr Registered Architect and /or Employing Plumber's Name-_.. c_� _ 5 ' _• !�/lo No _ --_ _ r . - Street__�L� Location and Legal Description Lot.___..— _ ___— Block -_ Subdivision Street and Number where work is to be performed —No 3 f Street 27 State work to be performed and purpose of building (By Floors ) _ __ New Building Remodeling_____ ___ Addition Size Septic Tank Feet of Drain Tile_ /7f7Jl064 - 2 Nature of Water Supply: City — Well.__ _�___________— _____— __________— __Size of Soakage Pit -------- ------------- ---------- --- - -- - Amount of Permit $ -� STATE OF FLORIDA, i COUNTY OF DADE. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tank ( Signed)_ Date sZz4.i Repairs No. of Stories Capacity Gals st. Feet of Tank or Drain Field from Well The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida Permanent Supp plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed b (Signed )____ Plumb g Inspector. - ployer of labor nt, and has com- m in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public 'otice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. to bar. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires N �• c -- r - -- • -- Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made • necessary by improper notice for inspection, or faulty materials and /or worlananship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of 00 Building A. ► c_# MIAMI SHORES VILLAGE, FLORIDA PERMIT Archilecl Coniractor or Le N° 4072 DATE Contractor's License No. Value of 11 44 die e r d ie i s war- t : ` e week i. ks parionnad in eaniplinnee Teti amp''' mined to and vad .,: a Music?' andiarkieth Thin Permit ally be revabod if t plaes -mre &nod without aet orizatie . A further condition upon whit!) this nam above ammo die reopasaillaw fie a r- of the eadineecos and tie plane or drawkop or in tie steam r sp , ° brilbsein+ nialfela- Work to be performed under this Permit 44 -GL BUILDING ❑ ELECTRICAL ❑ PLUMBING gl ROOFING ❑ ❑ Owner of Building a • c R ,3 S Architect Contractor or Builder Legal Description Address of Building MIAMI SHORES VILLAGE, FLORIDA DATE M,: , , # ? 4 t:' S 7 Lot II 131 34 - f( c-, 9 S CFOR OR BU ER PERMIT N? 7224 Work to be performed under this Permit Signed. 2S QL or- Value of Project $ Contractor's License No. Amount of Permit $ _Da 0- J Subdi- vision AUTHORITY 1 195th 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 I 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 9ti1Nldtle4 *a and approved by the proper municipal authorities. This Permit may be revoked at any time if the wort Is not done in compliance with such ordirteiiheit er if likitityttlass are changed without authorization. A further =Whim upon which this permit is granted is the understanding that the contractor or builder mated above-assumes the responsibility for a thorough knowled•e of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in statements or • - , lions and ! at assumes responsibility for work done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work cove r = = h ereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications ='- witted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assu respo} sibility for all work done by either, myself, my agent, se _ rr or employee. i REMARKS: MIAMI SHORES VILLAGE, FLA. JOB ADDRESS fl INSPECTION N9 7632 oAJ 3c4 Cs J y' '' L TIME READY M 1 4 l INSPECTOR DATE 4-.1`� ;BUILDING ' ELECTRICAL PLUMBING PERMIT N? 5355 Work to be performed under this Permi Owner of Building - Architect Contractor ai or Builder j T �! Legal dot Description perta In ac MIAMI SHORES VILLAGE, FLORIDA Subdi- vision DATE ) I 1 1947_ Contractor's !�r 9 License No. Building J 9 ?)• # Set Address of • This permit is granted to the contractor or builder named above to construct the building or to install the ego nt or deviee•described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th 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 = a onsibility for a thorough knowledge of the = ances and regt wt_ious pertaining to the work covered hereby whether shown on the plans • o .�, a statements or specificatio : ;;.. that h <ssumes respon- sibility work done by his agents, servants or employees. Value of Amt. of Project II Permit ear b $ In consideration of the issuance to me of this permit I agree to perform the work cov hereunder in compliance witti,yrprdinances ereto and in stmt tnformaty with the = ans, drawings, stateme is or specifications,sebnetted to the proper authdflelk of Miallri _ this permit I as . responsibility f= „wo. . • e by either m elf, m a ant; or emplo ee. : a