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485 NE 94 St (12)Date 8 -31 -00 Legal Description 1' 1 Owner/Lessee / Tenant Deborah K. Greenberg Master Permit # 9 710 Owner's Address 485 N.E. 94th Street, Miami Shores, F1 Phone 305 -754 -2593 33138 ContractingCo. Coastal, Plumbing Co. of Miami Qualifier Robert E. Brincefield state # CFCO -19042 Municipal # 6264 Architect/Engineer Bonding Company Mortgagor Address APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 485 N.E. 94th Street Sic. a _71 D -R Tax Folio 11 3 0 Iti dS ti D Historically Designated: Yes No Address Phone 305 651 - 449 Competency # 6264 Ins. co. Collinsworth, Alter, et al Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING ECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Replace existing electric water heater Square Ft. Estimated Cost (value) $200.00 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. certify that all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating re, I . thorize the above -named contractor to do the work stated. Notary as to Owner and/or C . do President My Commission Expire . t Patricia Stover • 'I : *: MY COMMISSION #CC839914 EXPIRES I!!!� June 28, 2003 BONDED THRU TROY FAIN INSURANCE, INC FEES: PERMITTU RADON "og My Commission Expires: C.C.F. NOTARY Electrical Signature of Contractor or Own f: wilder BOND TOTAL DUE 8 -31 -00 Date Notary as to Contractor or er- Builder Date 1 111 r'''n� Patricia Stover +�= MY COMMISSION # CC839914 EXPIRES June 28, 2003 BONDED THRU TROY FAIN INSURANCE INC Structural Engineer Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE U Job Address / 641F d Tax Folio Legal Descripti Owner/Lessee / Tenan , Master Permit # (9 / �/ y 3,3V Owner's Address Contracting Co. r 17/6" e Address ,4 , / L^ / - 3F Qualifier / �/� � 30673/ State # C -') 38.35 Municipal # Competency # Ins. Co. / %)4 t46 , Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): B . t DI/ ELE TRI LUMB 1 . CHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ' d / / / / �J ¢ Z <', v S Square Ft. Estimated Cost (value) °Cep o 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 compli with all applicable laws regulating construction and zoning. Furth - ore, I authorize the above -named contractor to do :,work stat Signature of owner and/or Condo President My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing Date Notary as to Owner and/or Condo President Date Historically Designated: Yes No No : as to Contract My Commission Exp' C.C.F. NOTARY Phone Electrical BOND TOTAL DUE Structural Engineer ENDUM TO BUILDING PERMIT APPLICATION 3TTILD PERMIT MUST ACCCEZ NT HIS ADDENDUM. is A. MASTER 2IMIT HAS S :IC Z= SIGNATURE NEED NOT BE PRESENT ON SUBSZQUINT APPLICATIONS.) ELECTRICAL MECHANICAL UNIT / ITU SV TCI OUTLETS UNIT FE nu SPACE HEATERS UNIT H iii j 1 - - o r . - Y LICIT WTLETS ,RECEFTACLES CENTRAL FEATING A/C (lull]) SERVICE TSPCRARY A/C (CENTRAL) SERVICE SIZE IN OS CLOT KM — NICE REPAIR/1EO ma APPLIANCE CUTLETS REFRIGERATION I PROCESS 40 PRESS PIP9G . RANGE TtP WIERG CLIO TANKS IM PIP i GIVEN ABOVE MO TANKS LAUORY TRAY WATER HEATER U.F. PRES..SY,RE VESTS 1 S QOT}€2 MS MOTORS 0- 1 FP STEAM BOILERS SHOWER / I iOTCRS OVER 1- 3 FP HOT WATER BOILERS SINK. POT/3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION SINK. RESIOEKE MOTORS OVER 5- 8 HP TRANSPORTING ASSE1ELIES SINK. SLOP I GTCRS OVER 8- 10 FP ELEVATORS/ESCALATIRS TE.�PC'RARY WATER CLOSET NLRB OVER 10- 25 FP FIRE SPRINKLER SYSTBE lR I NAL iiTCRS OVER 25-10O FP COOLING TONERS WATER CLOSET / I iOTCAS OVER 100 HP VIOLATION I I IPOIRET WASTES A/C NI1OON REINSPECTION NAT SUPPLY TO: AIR CO?OITI0IERS A/C UNIT STRIP HEATER ( , FIRE SPRINKLER GENERATORS TRANSPOSERS { I • 1EATc INST. GENERATORS TRANSFW6EAS I i HEATER - REPLACE GENERATORS TRANSFONERS L A N SPRINKLER-WELL SPECIAL P(WOSE t SWIMMING POD. ' CUTLETS COM#,ERCIAL WATER SERVICE • • SIGN TUlWES i SeER C PECTIONS SIG( TRANSFORMERS - UTILITY— SIGN TIME CLCX - UTILITY-WATER FIXTURES SEPTIC TANG ' ANTENNA ' RELAY TEL EVISIQ( CUTLETS ( , ORAINFIELO. 4' TILE/RES. VIOLATION• KW & ABANDON SEPTIC TAN!( REINSPECTION SOAK:& PIT CU. FT. I f CATai ?ASIH O I SCXA WELL - OOIrES T IC TELL 1 AREA CRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS WOE YET 'S SET (GAS) GAS PIPING ENDUM TO BUILDING PERMIT APPLICATION 3TTILD PERMIT MUST ACCCEZ NT HIS ADDENDUM. is A. MASTER 2IMIT HAS S :IC Z= SIGNATURE NEED NOT BE PRESENT ON SUBSZQUINT APPLICATIONS.) ELECTRICAL MECHANICAL PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / - 2,2 -4 Job Address Gl €5 I- q '57 Tax Folio Legal Description C -o? 4 ,11 81,44212 5) Historically Designated: Yes Owner/Lessee / Tenant 1 AR k 1) / -A/ 57 Master Permit # Owner's Address NL Q tl ST Phone Contracting Co. njj /De Qualifier /7,01fje4 L,_,. yd°034-.. State # 0PPC , 6 c/ 3 / Municipal # Architect/Engineer '4 /t2,4. / 1,4t/4 CO ,1-el Bonding Company Mortgagor Permit Type (circle one)(BUILDING .ECTRICAL WORK DESCRIPTION ���✓ / -e_ Square Ft. (. -a 0 goo G,6e. (a a / 5 Estimated Cost (value) / eaSt, 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. certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable and zoning. Furthermore, I authorize the above -named contractor to do the work stated. I _ A f o s ondo resident Date oP P (Je 0 OF; Y SEAL SANDRA M MONTIEL COMMISSION NUMBER CC40126 MY COMMISSION EXP. AUG. 171996 or- i A4b, OWNER'S AFFIDAVIT: laws regulatin_ constructio Signature of owner otary as to Owner and/or Condo President My Conunission Expires: r � _ reW � , FEES: PERMIT , , RADON APPROVED: Zoning Building Mechanical Date C.C.F. Address Address 7/6 Al, To Thu_ , L t 0 % L, T 1o2 4 { (4 _ /41z - - Competency # Ins. Co. Address A5 L✓ , !2 06 Mc 0 ht. /5s4 /1,4,29 41..d r' Address ECHANICAL ROOFING PAVING FENCE SIGN STgnatur Contractor or Owner- Builder as,o�o�tra��. as to Contractor or Owner - Builder My Commission Expires: Electrical No �-/ z-353 C3as> 75 - 53 59 Date / 9 / Date ANGELA M. MASSIMO My Comm Exp. 5/26/2001 Bonded By Service Ins 'A No. CC650419 ki �erswbUY Known 1 1 Other I.D. NOTARY 5. BOND te22 TOTAL DUE 50 71 Plumbing Engineering �} .5 _)41 Y /i STATE OF FLORIDA., COUNTY OF DADE'i • t HaaEatt C271f7 f5a thM Is a truo y of tho of qrl inal ¢ila -d In•ta�s otilu3 ca A. D. 19 741:-35 my 1., nci car - , ac?v,1 Sccd. • By Interest in property: Owners only Coo NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 3206 014 0540 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: 485 N.E. 94th Street, Miami Shores, Florida 3312 Legal: Lots:22., 23 and 24, Block 52 of MIAMI SHORES SECTION 2. PB 10 Page 37 of the Public Records of Dade County. Florida 2. Description of improvement: Pool installation 3. Owner(s) name and address: MARK A. DIENSTAG & KAREN DIENSTAG . 485 N.E. 94th Street, Miami Shares, Florida Name and address of fee simple titleholder: MARK A. DIENSTAG & KAREN DIENSTAG same as above 4. Contractors name and address: CHARLES W. YOCOM 710 N. 70th Terrace, Hollywood, Florida 33024 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ N/A N/A None 6. Lender's name and address: None 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: MARK A. DIENSTAG c/o Brenner & Dienstag. P.A. 21 S.E. 1st Avenue, Suite,..800, Miami, Florida 33131 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: RICHARD M. BRENNER c/o Brenner & Dienstag, P.A. 21 S.E. 1st Avenue, Suite 800, Miami, Florida 33131 9. Expiration date of this N•tice of Commencement: (the expiration date is 1 year from the date of recording unless a • Ile A -AZ A■ Arr .• i 1' 7•i • . . .; • ublic bef ALEIDA PRIDGEN COMMISSION NO. CC517044 • E)CP. DEC. 25,1999 different date is specified) Signature of Owner Print Owners Name Sworn to and subsc Notary Print Notary's Name My (nmm c: nn t-vr•,rO•• 9 9e 93R041667 1998 JAN 28 15 :54 Prepared by: MARK A. DIENSTAG Brenner & Dienstag, P.A. Address: 21 S . E . 1st Avenue Suite Rnn Miami Fla 33131 '23:••]2 2:93 tD CD 2 ELEVATION- OF- DECK- IN RELATION •TO- HOUSE. O " 5NiLN-fjELQ, • '. — — r — � - 7 -7. c.k 3 SCALEI 1/8' = 1' -0' NORTH JAN 0 2 199 of W m C W -J Z GENERAL N T E S 2 - #3 CONT. LIP E TOP FRAME, 1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL IF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 6 O. 3. ALL L PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT' NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. THIS PROJECT IS IN THE VICINTY OF PROJECTS THAT THIS FIRM HAS VIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR 'ECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS_ THE SAFTEY OF EXISTING STRUCTURES. FOR THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY 6. THIS ;IGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL VERIFY ALL DIMENSI ❑NS IN THE FIELD. AND 7 . THE ABLISH LOT_INES. _ CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN 'AL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. PURE OF THE WATER SHALL BE SET SO THAT ER TEMP. = 102 DEGREES F. ALL FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND ;REENED POOLS. 10. THE TRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE IBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL .L BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE AND COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR 11. WHERE 4TIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN V THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN 5 BY OTHERS. 12. WARNING TO EMPTY ANY :R REASON, THE L FOR REPAIRS OR C UPLIFT ON PRESSURES BENEATH THE . MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 13. THIS N REMAINS THE PROPERTY OF CONSULTING TO ENGINEERS,INC. WITH IS OUT WRITTENFPERMISSION O CONTRACTOR INC. RESISTANT ING (W /6 X 6- W1.4 X W1.4 WWF) COPING IJ FILTER TANK MOUNT 1 3/4' x 3/16' TAP CON. REINFORCED CONC. SLAB (4'THK.) ON COMPACTED FILL (SEE GENERAL NOTES ) I I — I TILE S P WATER LINE LO E i = III= 111 II III II II III w FILTER 1 O O 1 UMP — — x— x —x .� — —x— •� _ — \ ( 8'X8' CON(. F W/ 1 #5 CONT. . 2' -3' SHALLOW END MIN VERTICAL 3' -0' DEEP END HEATER PUMP) AND SCREWS. N.T.S. POOL PUMP, FILTER AND HEATER ANCHOR • a • POINTS(TYP.) � - 2' COVER (CENTER) 1 6' TOP & 6' BOTTOM W/ #3 AT 12' O.C. NOTES' ANCHOR BOLTS THROUGH BASE <1 3/4' x 3/16') (TAP CON) FOR POOL PUMP & FILTER HEATER SHOWN AS OPTIONAL <4) 1 1/2' ANGLE BRACKETS (GAS HEATER) (4) 2 1/2' ANGLE BRACKETS <HEAT WITH (4) 1 3/4' x 3/16' TAP CON (4) 1/2' SELF TAPPING SHEET METAL POOL EQUIPMENT ANCHORING �P APPROVED FINISH • / EACH WAY. / STEELTEX FORM, / KRAFTBOARD OR EQUIV. #3 AT 12' O.C. 6' MIN. E.W. BOTT. CENTERED TYPICAL WALL SECTION N.T.S. 1< X1 .. ' ( 0 2 ' PRESSURE GAUGE AND IR RELIEF VALVE � R 1 1/2' < FOR DEPTHS TO 6' -0') � . � ll TER IMPORTANT NOTES I s •.. 1� �� NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0' DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 40 + QC)..' ��0 214P r 34: �, JI PUMP W/ CHAIR & LINT %' STRAINER 3 WATER LINE —I 1�7 MAXIMUM SLOPE � IN SHALLOW END MAIN DRAIN ( SKIMMER 447 -✓OR7a 8' MAIN DRAIN 2' �N • ' � J ' 2 I • 5� 3 ,,, LONGITUDINAL POOL SECTION N.T.S. \ , y r � Z �X � Z u M-v PIPING SCHEMATIC N.T.S. 12' 12' 18' HYDROSTATIC GRATE TO BE FASTENED VALVE 1 1/2'. WITH SCREWS. TC WP MANUAL STARTER SWITCH 18' TO SERVICE HI ( TYP ) .» Li r 1 PANEL II WP GFI 10' TO SPST TOGGLE (4) CJ a. FROM WATER 11' SWITCH PUMPR 5 3 o W 48' MIN. TILE <TYP.1 Li i� a 3 8' MIN. JUNCT• cs ' ' CON(. 411. C 12V TRANS. NOTE' SWIMDUT DET • L N.T.S. WELL POINT ROCK BED WELL POINT DETAIL N.T.S. BOX Af ELECTRICAL t: 3 12 IN SHALL CONFORM STEPS i POOL BECK tx 0 I. 1/2 COND. W/ N.E.C. ART. 680 /7 0. JAS 0 2 199 IN DETAIL OF STEPS N.T.S. 1' NON- CORROSIVE POW RRER'GRWND ALL BOXES, RAILS, LIGHT, COND. 2-300 WATT LIGHT MOTOR, ECT. W/ #8 WIRE W/ LOW WATER ELECTRICAL DIAGRAM CUT u) CD CD 0. m IJ u) CD CD 0. m vvo I I D /&V 7?1 G 4B ALE 94 TA/ ST_ M /4/14 G6 - 0i' -Z/ iva SHEET # 3 0F # 2J3Q210 IT .252"-E / 2P- 20 -Pi/4P , 4OTc S 9 AMP 'P- 20-PvMP /✓IOTO/ 8 -2 444P ,2 - /P- /S LIGHTS 5 ,4-MP X/ /,env To SPAS 0\1 f E SOIL STATEMENT ON SITE INSPECTION INDICATES SAND AND ROCK WITH A BEARING CAPACITY OF 2000 PSF. THE CONTRACTOR SHALL NOTIFY .THIS ENGINEER IN WRITING, IF OTHER CONDITIONS ARE ENCOUNTERED. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = f 7 ° MSL TOP OF' POOL ELV. = /O. MSL BOTTOM OF POOL ELV, =7 - MSL HYDRAULIC HEAD = f, ALLOWANCE HYDROSTATIC VALVE = - 2.0' NET HYDRAULIC HEAD = 0,7 USE MIN. 6' THICK CONCRETE FLOOR SLAB NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATION IF DIFFERENT FROM THESE DRAWINGS. J 0 0 co 1 -J z w X z 0 CY z W 998-0806 (FAX) ROGERS CIRCLE 0 PRODUCT L DATA & EQUIPMENT X !K DEPTH: ri ' -- _. ' CAPACITY: % 0 :. ...... ‹.e;-. 7 5 PERIMETER: 1.'? LF (0 / SF ill/7,7 QTY RETURNS: 5 �✓ c - =` ' LIGHTS• - 0- -"" '4 SWIM❑UTI 2' - /.° 1 ;,' 4;5 n =:Jw' i-/0 C 5�= /G-- HEATER! /Joi ✓c CLEANING LINE: y� <. SCREEN:',/- CHLORINATOR: /O/ TYPE OF PATIO: 5 / _ 4 ODI EXIT [LINGS: NDj lc POOL VISH' .1;34/ 4O/-ft /2/ 7 TURNOVER 12 HOURS ( MAXIMUM ) /P U ✓G. / 4 `'/4 Z- %,:- Sig /// .252"-E / 2P- 20 -Pi/4P , 4OTc S 9 AMP 'P- 20-PvMP /✓IOTO/ 8 -2 444P ,2 - /P- /S LIGHTS 5 ,4-MP X/ /,env To SPAS 0\1 f E SOIL STATEMENT ON SITE INSPECTION INDICATES SAND AND ROCK WITH A BEARING CAPACITY OF 2000 PSF. THE CONTRACTOR SHALL NOTIFY .THIS ENGINEER IN WRITING, IF OTHER CONDITIONS ARE ENCOUNTERED. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = f 7 ° MSL TOP OF' POOL ELV. = /O. MSL BOTTOM OF POOL ELV, =7 - MSL HYDRAULIC HEAD = f, ALLOWANCE HYDROSTATIC VALVE = - 2.0' NET HYDRAULIC HEAD = 0,7 USE MIN. 6' THICK CONCRETE FLOOR SLAB NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATION IF DIFFERENT FROM THESE DRAWINGS. J 0 0 co 1 -J z w X z 0 CY z W 998-0806 (FAX) ROGERS CIRCLE 0 PRODUCT SHEET 2 OF 2 Survey For. Revised: Job0: 93_ 411 Date: 1 o_ 4_ 15 Scale: Drawn By: L G . Flood Zone: 1214) 75 3 111a 2d Y. r MARK DIENSTAG ARC DISTANCE ASPHALT BUILDING CATCH BASIN CONCRETE BLOCK STRUCTURE CURB • GUTTER CLEAR CENTER LINE CONCRETE ENCROACHMENT ELECTRIC TRANSFORMER PAD • �. 1 v 2 • I,lo • sac4 14.10' b . 97 F.D.H. . F.I.P. . F.N. . LF.E.. MEAS. • Mt • N.O.V.D.. N.T.S. . O.E. . OA_ • 12.29' rmallea i AAMT 10 —I- LOT 21 r L(xut. s2 12g,1 S / BOUNDARY SURVEY SCALE 1" = 20' II.50' N V 0 d �-gto .00..485 W X2, 50 I,•'O r 3' t A B B R E V I A T I O N S .128.7 S ' Ih FArNe..w9 2o' 4 FA•uIGME1.I a n d L E G E N 305) 227-0099 1/ -535' FOUND DRILL HOLE PAVMT.. PAVEMENT FOUND IRON PIPE PKWY.. PARKWAY FOUND NAL PA.. PROPERTY LINE LOWEST FLOOR ELEVATION A. RADIUS MEASURED RAD.. RADIAL MONUMENT LINE RES.. RESIDENCE NATIONAL GEODETIC FVW • RIGHT OF WAY VEIJICAL DATUM S.DN. SET DRILL HOLE MOTTO SCALE S.I.P.. SET IRON PIPE OVERHEAD ELECTRIC LINE S.N.. SET NAIL ON LINE STY.. STORY $101 1=i11111114 Miami, Fl. 33184 D 0 ru AA 1 21,05 14.10 1.6i' • r===a=t 12.3 -1 .1. e 'I - 1.1 5 h 33 2 o • SWK. = SIDEWALK U.E.. UTLITY EASEMENT U.P. • UTILITY POLE A . CENTRAL ANGLE FN.. FIRE HYDRANT - 1HMI -. W000 FENCE -x-x -x CHAIN LINK FENCE •" ' -. C.B.S WALL x0.00 ELEVATION Nolo: Lands Shown Hereon Woro Not Abstracted For Easements And /Or Right -0l -Ways 01 Record. Bearings, 11 Shovrrl, Are Based On Assumed Meriden kid Mel 01 Record. This cart lies Dial a survey 01 ale property described horoon was made lender my suporvlion and alai Iho survoy mood 6 o mIrimum lothnloal standards sot loran by the Florida Board 01 Protosslonm Land Surveyors In Chaplin 2114.6, Florida MlmInhaaave Coda, pursuail Soceon 472.027, Florida Staenos. And, Thal Pro sketch hereon Is a Into anti accurate roprosontaUon Ihorool b ate boss or my knowledge and bollol. Sublocl b nolos and notations shown horoon. X10 A 6 1- 0 Wilson Do La Toro, P.L.S. N0. 1670. State 01 Florida NOT VALID UNLESS SIGNED, DATED ANO STAMPED WITH EMBOSSED SEAL. 0,17 GU H MECHANICAL T E STECTIM. /6.0 /AO V ELEO1 'per+ PLUMv BIEGi ROOFING BLDG. OFFICIAL ' -- -- . - - -- I SUBJECT TO COMPLIANCE M TH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. Beal SNORES VILLAI. E ASSUMES NO RESPONSOLIMES vo P. .RACY OF OR RESULTS FROM THESE MS. CC ^'P IT.E UM o Y E SOUTH FLORIDA BUILD= CODE AS ADOnED BY V.IIAM So RES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER z SUB CO: 1RACT0S ARE CHARGED WITH THE Ito MEDGE OF ALL BUILDING REiMED'S IVITHER OR NOT SPECIFICALLY C !CATER H§REt:;1. 1 1 1.15ir.ic ' (ZE5 4' .'co•1r - ttuac 5ah+..1 12' =0' IG...O' Ib'-C 20' -D' 2S' -o' , � ib . d (1JS.) 1E3 24 18 24 I8 Z 1 24 l8 24. 25' TOPJ:MOtO •.ra 2 - 'IL 3/4. !/d T/4 44. 1 314. 1 Vf -6lT3 ' /z_ r�uzi '/2 ' Elm lo 4'4 pi 5/4 1 v. 13' -14' '/2 / '/z ' /2. ' / VERTICAL '/2 3/4 '/2. '/2 7z. 'l2 'IL ' 1 Iz Ye. '/2 50.e TOP c140a0 >K - 1 3 1 / 1 1 l !a 14. -- ,tcmt2c, 'IL '/L ( /L '/t '/t ) 1 I 1 Y a :xmoolJAL '/t 3 /4 °J/ 3y/4 r f e z �if4711fZ r `raCr, CAL 'IL '/L 1 /2 ' 2. / 2 ' 1 /2 '/x ' L 1/11�' lla K -a' TOP C.otD I 3/2. 41 /%1$ l % 11 4 1 1Y41 '12 144 2 - earn. 1 11211110 E211 224 1 1111111110211111111E4 t 1 Y1' `.✓6 3 /6 '6' AE10J611 '/2 'Ii Mit 2' ' S" 1 H • 1'/1 eh DO T f. CAM" vERTIGAL 1 /z '/2 1 /2. 1 /2. tYz '/Z 1 /1. '/L '/2 ' /e. o o ' Coro 1'4 1 194 , 4 sv • 1 1 Vl 1 19i 1'k s ammo o orT. I / • I I I / 1'4 J II2 1' /4 l Yz f O'I•r•O•M- 1 2 . 12 2 1 12 I/z um 1 / 2 . 1 /2 4 ' 4 '/2. fa Z 3 /443 / /44 ♦rL'�a•L7 vQrCT1GAL '/ 2_ '/2 '/Z ', r. • PIPS • .51Z=5 S - PIPE SI �E•S 741 5izcs 2Al•TEA- nu., TeyJGS f7►., . .Tf.u�lu G. 12: 2.I'.35 , � ib . 1�' 9' 12' iG I S' 20' 5 d G., c.) = a 3 /s' I ' 1' 4 t. c. :. I 9 ' .P' Tao. cwao I 'lz'• I Vf -6lT3 y=" •'1 :" 1 44 1 / 1 q TLI - 51ZS5 borr.c'4 D • I 13' -14' n'. IN / J 1 1 V . 14 vLLT1GAI- 3/4 / W. 3 /4 1 1 l V4 3 /4. ' 10. -a' ,1>'0 r:-P .1 - • 3/4" / '• y i- y . 2' b7y7;Gwre4:D AIQ1���R��fl , /8 - '/1' 1/1' 1 /2.' 1/2" „4-„....i. I V 112! 1 I 1T1 I11dNIIIIIII 2 6 / 2 .4 IB' -P' T r c!°c° MI r f e z �if4711fZ r IFEVIEJ Dort = 140.10. MEII M � V 2.TICAI- 1! !F !P 1 ■TAIWil8'ti • PIPS • .51Z=5 S - •TR iA►AJ s• -q' 10 -13' . .Tf.u�lu G. 1.i - Is' 1 cr.2o 2.I'.35 , � ib . s..s\- . aIPL • I %4 2 .11G' '5 4' 5 TRJCSDO 01oG = f ' /a' 3 /s' I ' 1' 4 I,4.' wen'. y4' I I Y4" 1 I 'lz'• 2 Vf -6lT3 y=" •'1 :" 1/2' 1 12' l/2' /i TLI - 51ZS5 ZA 'r R 64 -el' 10' -12' 13' -14' n'. IN 1q' - =d 24 =25' 260 &LI&L , -JOE. . 14 I'sfr.:, 2." / W. WI TcU5L1.D TU DE TPP 1 /2.' 3 /4. ' 1' 1' IV*" . I Y fa DoTT. 3/4" / '• I'' /y I '/4" I YZ: 2' viJiL, 5 /8." , /8 - '/1' 1/1' 1 /2.' 1/2" ® _IU41`E.Lvw.�c Two 4i9AN5. - _ 15..CPt _ . . .Tf.u�lu G. PiPE ... . . T1.1 O►_lE1 ri'_ r7. S' F s' Km s EM '5 4' 5 d 25' -' rervo 01111191711151 EiliThlkd 'h A. mcvni � 11 li A le rii I T ' +9 ; f1�[C l 1 i l�� ' � Sl l CSENIMENI uaninani11E9 NI ��i'f-0 V• Ed ''A 0� = ['d® �}{� E'fllill1J111, "• , lT�L''1 aD:! 1 Y. Lli •- .06604111. WIW 10 10 GI vardwidninivirini 10 EIIVAILNIZMIN 1 12. I li ' IIMMEMIMIIIII RIIIIENEVINIII ti' ',. '/ z" di / W. WI 300' Ca Tao .4oa 311. !H 214 1 1 1 1 14 mamma IV. r.ct400iii I _1 4 NWIDZIIIMIEWILMV I alfO10JAL Rla .4 5,4 EMU yz ILII I11dNIIIIIII 2 6 / 2 .4 =1101411111113 *lb Ida 3/I I'12. Iv 1 ' 4 ; ' 2 . IdI Ns IJ TOP GMOtD IL z' 1/11�' lla as 4' 2' '1 'lI1 �ii1 /%1$ l % sort C pl. 11131® '12 MEN 5W cm s m 2 - is 1 2" i E211 224 ir Mir MI t 1 Y1' `.✓6 3 /6 '6' ' 2 I l(a 1 111 2' MUM' YJ ." S" o 'Ea a S1ZeS 4 nv-ca !'n.ovT Truss 12' -•' IG.' -O' tb-o' 20' -O' 25' -0' d ('Js.) 16 24 16 I 24 16 24 l6 24 18 24 25' -' T.Y CM116.D 11/• 'h A. Xs 314 NI 1 V• 1 e/4 L1 errcloww 3114 '12 314. 4 3 /4 3 /4- 1 Y. I •- .06604111. WAS 10 10 s'I 10 1 12. I li VIiTI GA I. ' /b 3 / 1 - 11/8 U•I We W. WI 300' Ca Tao .4oa 311. !H 214 1 1 1 1 14 mamma IV. r.ct400iii I 3/4. 1 I alfO10JAL Rla .4 5,4 44 yz '/t 1 2 6 / 2 .4 VE2TI GA.. *lb Ida 3/I 2'1/6. 2/01 WI 3I )/6 a• Ns 55 �-a' TOP GMOtD 1 ]/s 1'101 1 1' /4 1 14 11 /%1$ l % sort C pl. � 1 0116 1/6 '12 1 '/ 1 '/1 iLGiGiG�lL'7 3/6 3/6 3/6 E211 224 Al.. • A606.1AL vERTIGAL a'6 3/6 ' `.✓6 3 /6 • Lo ammo I l(a 1 I IG 1111 1 4 I'/1 1 H • 1'/1 eh DO T f. CAM" • 4 I II' Ph 1Y¢ tYz 11 1.. 01AC•><aa.+. 4z 1 /2 '/L '/z • 8'4 3 4 - , 4 sv • w4. vr-'tT 1 GA l- 54 5/4 3/0 5•6 0/6 64 3/8 5•16 6di 1 /7 I • . • . ^1JGH 01:Z.: TYPE, 'A Au co-I USE D1.1W ¶ tO O. 1110 O'L. La s *e .letL - is: A.. s..,cwu.< L[: . MaffiCI AU C1-10F4. •t2tt•O14l•4 riots. AI• ►'♦. to DTtW4 PIPS ---. p467 E L • • TqaC.4. (TO'e II.AI6. OJ L.'l ) , RO A* IFI 6/5 1 AD• 1as f•1•'1sl.75 of 3/4' A 'J' wI.0.. �J .006446'0 t 3 • GIG exc AAGaK. �12A G 01J 71 1 *G A ' / 2. ' 1'4•40101. sin_ PIPS fiL..AAAI .0..41116 DETAIL 412 c"TA ( PTt•IOIJAL. CG%JIJEGT10..1 0 t .7.0.41.1:) A./6J Ira o 4 9=.AM6• A 3 TYPICAL' A1JGN��AC -,E �>��i GEs .010111 MALI I / AUM 6PM.GI,JcO 0■• AWGIa1ti1 50404.1. J01' C1 Si Gil G4JL•4 P \, o-0 tT 4,P0-o3 'a AtY 0Nt*.e. \ ) Alt. AuG W00,,, OlT7\tt.s. 5 o- - 'Did • 5 /6't T Sj t_ Fors_Vri 11.8Ct. LT Ca 1/2' 0..o. g^ GK gaFL - 1./ 52 o... -, PL• F1�AD. 1 O LDIN1 G_ -__ the TM L IC+ ALJMI,JJAA ' D/b' L..G 1J9 r t.r .......o 0.a a /a' . C ' MCOCt GY _ 11-1 _ IL T YPc A.0 G4061 t ?G' *. 2• Iw.ao � h • --ti P G.z APria0VEC) OIL! '1 : hS• - ":PS FLAT TRUSS - ••1 / L. Wool Coopondst 1791aaooIRd Shod ITT R.t.rlld Wolf 4124.01 16_...1_ oe.ee Ow.da M4.ls tti Pi- lftCompany. If► 1110aPtotools. - Pomo t tram tpd.p Purim Scam C0L. 1.00""114G. : / 3 IP aA w.r Do7Ya•n Osoloboitt 11221go Rol Ind MEIN., Ammo .. WNW! Wtoroy11.4,. Aims . thogsd 01oIbartAloi Po 0r IOI 04.7147626 P066 .114.4 1d'ait• fie.442.•0.4.6 AAONt VOA Domph Amt. Abello se.6A1oten 1140.l1 a. o AsiQ • SQlJ . TYP'E PLATE TYPE Gc�LLJ /\/■ 1.J E5ASE S S 1. All table, to m ALL220 s0 /01 01th Osoter.hlelee All pipe to es ASA Schedule 40. gel.ee8804. 2. All •1240 to 004p1y with A.V.A. Coeelletwt .4111..) 3. Ctn. 0411 .tee• with 0Ort01111pl 1••111•1126 coating. 4. All I00eee ate designed le 400044•000 0110 the 1.11.1.1 C04e0.11.1.01 .4111..). a. Bout* //aria. $o114an4 C04e. !Lept.r l) * . toutwro 11.14044 /41141/0 Coda. Chapter 12 9.0.C. .004•4 for wlyd forma. C. City of 1.14 0.841 orMinut .r41tlo4ti m f to 00us1.r0. 01040144 1.4e 0.001.. 1261.114)(4). 9. C.4... 000000..u0t w r•0e.tl 4.0144 904104. 01 /Ugh . 1.001 thaw •0041 1.11 948a 0104. Of 71 M.1.4. 6. 4001.0 0011.0 1 004.80 .111 eee0.1a 110 4.1.0. w80A0. 7. 1.11 connect /ot. to m 1 .11). WL4.4 (2.0•0.) Co l t.pb.s. D. I0*03 . 131211.13 puns oinum 0011.,6 OttL,6 OVUM 0.114196 want • ALTLICU ATL D■••G P_■TL -0.a.. *4*3 o) Ew ST. 1/40.. 4' 4 4" ' /I'. fe' o G' • 2' • 014 •••gE - Gt.tJM•J 3/6'' 4 • w6.>&C Ar C11oRC . MJ.1.. bOrT G 1 40 9 9t47 FLAT - re Liss - •+�DIAC�.JAL MAX. TrcLJSS 4511 TOP G-1.0'.0 6CJrT. G.tota Tr.U Pt.- T - rm. U S5 r 'J T. �IAC c - VERTIGAL- mi•e J J Acceptance No. :94- 0620.05 (supersedes No.:90 - 19.01) Expires:07 /25/97 SDUAIt2 71)120G- A2SZCD 40/5 M /GAIORSRICLD S4n.tlt.tf 2,...t 1.rer 3/1.0 none (314•.q. optional) 2.ror 1/1'0 U .)/4'10. ).ror 3/4'0 use 1•.q. 4.ror 1•0 4.e 1- 1 /4'.q. 5. ►or 1 -1/4'0 use 1- 1/2'.q. /.For 1 -1/2'0 use 1- ) /4'.q. 7.Yor 2 ••• 2'.q. COPYRIGHT 1985 FABRIC AWNING FRAMES ENGINEERED ANNIHG FRAMES. INC.' AMERICAN AWNING CO. INC. 3470 N.W. 7th. St, AWNINGS BY JAY HOOVER CANVAS PRO . INC. MSam1, F1. ))125 • G CO • THOMAS AW AWNINGS BY VALROSE -A. JORDAN AWNINGS ANGELO J.c PIE 1Y oaaiadl•••• pyr J.O. 10.06. .A.T Date 1 . a -I - g 'f• DWG.. LEC,E 1.10 . i/ • Ni■oiR P IPS © . R,A *Ts*. PIPG © 1LAPTI1R spAc QD rxow E AA PIPE pB PI[OJDGTOIJ PIPE (rtlJo) ® PIM ION T (GICGP) 0 UrRJbh1T 9RAG PIPG (emetic) NU I.J.I PtOJEGTIOIJ PIPE O PR OAJT GaR TI1GLJG S © STANDAR.O GIG GOLUMIJ © Po a rD .J tfa rYrIL Cb 1 4 1 L1 GA ) ' 'C/ KII.IG QPFTE2(r4IP« -a-% d TRU5SED RAF/ "ri 0E. PIPG (4 aeR.EAOGR. PI Pf. © bot.d 5T1 TR.U65 b044 PWP.LYJ PIPE 91•Iti JGGA5 (Ribs) © A URLI61 PIPE SPAGII.JG (Rlb!) (5 bow 5PAn ( 60454..11 Tfsuss 610E TILIJ Sib • , • • e A Y41 ►J GABLE PAM C.,A4JOPY 2rQ U JJCC 1 LE -TO © TI (T CAL. -T I $) I)GYL "NM 2)eQuj4Li. ^r■L 5)1:-. me A I IJ _ s P P,2AME CA+JO 1� B�R.JrhMk' Ir.l tObS. • f , •NRt: • • : d FABRIC AWNING PRAXES ENGINEERED AWNING FOArRB. INC. 1 3470 N.M. 7th. 6t?4 Miami. U. 331:3 ek4. AMERICAN AWNING CO. INC. AWNINGS BY JAY HOOVER CANVAS PROD. INC. (MIAMI AWNING CO, 1 'INOMAB AWNINGS AWNINGS BY VALPOSE A. JORDAN AWNINGS ANGELO J.G. TIBERY -.....a [...,� P7. Mattis J.G. G - - 9 el- INC. Z I!j PT _3 1. S` -c `1 `-o IC =Q BS -o \I 7fD>~�!7z�r- 2 11 z 9-$.: ;_ �, :. : o ` z )'"F S.4-a 11 ?( 168o 6520 \I "r L= .2. •5 '1/o . •G 41 i \A 1toad 1352 :36o sJ'=a tIr-P _ SIZE.S PoW C r — - � i -• ' - G '' 1 .1..A=. —$o..S. \ 2/` I /¢" 2" �, :. : o "mow ac l �. �, —..t 5.5 1/ 1 1/A. ' I 1 1 / u 1 ,1 ?4C I s I/ 1' X 14' 1 t V srZ -. - . J I /-2_ 1 1 2 ? 1 1 1. ' 1 / S ; /., ;NI' _ vio.czi. .-rt. %QC../cG . C`4 -;/ AI.' 2:14 a 1' I I / /A , h Cm/unit) ' /2 /G' /2 1 .. -moo c 140 4'1 - Y4 '� U r i r-1 S\ "" = S 1 _� i H .. Z L �� . �t I 1 " : /b 1 . •/ � _ " � a 1 /_' ./:;." 1 • j. .:. /.: '_s -r 2. riw A I I /.. ' 1 / ^' L : Li.* ' 1 1 " 3 /- 4 - 1 1 /,‘ ' I6.i iri. Wrg. 1 :. / it 5.^..1 6 Gil o� ' — ` I -; &/2 S't (}..,11∎.1.) 1 I // . I' i&/. 1 3 ° 2 ANCHORAGE NOTES: FOR, TYPICAL ANCHORAGE DEVICES SEE 5:4EBT NO. ANCHORAGE SHOULD SE DESIZNED EY REGISTERED .ENGINEER FOR TABULATED FORCES AND SUBJECT TO STRUCTURAL MATERIALS. 7 .Z. CCNCRETM , IOCD ?RA,u S'T! UCTu R . .tZ sheet nc .1 ft= C . :.f.'t33, {rixos, et =. Soo sheet :c.2 - r :: nQ 7- snc?ature of parts. . Sch. 40 pipe shall comply with ASTM A -53 _ 1. A__- .�..�� 50/55 `r /S•wic..Z -tafL.r. SQUARE TUBING- ALLIED 50/55 _Sucst,tute Sizes: 1 .For 3/8 - 0 none (3/4 "3c. cntionai) 2.For 1/2'0 use 3/4'3q. 3.7-r 3/4 use 1 "sq. 4.For 1 "0 use 1- 1 /4 "sq. 5.=cr 1 -1/4'0 use 1- 1 /2 - sq. 6.For 1 -1/2 "0 use 1 -3/4 "sc : 7.For 2'0 use 2'sc. =icy M'�c w /GATORSii :. ?AEA. AWNING rRxmcs ENGINEERED AWNING -RAMG3• : NC. AMERICAN AMMING CD. :NC. :170 .4..A. 5 AWNINGS 37 ..AY HOOVER CANVAS ?ROD. :NC. :mama— ' -- ,_ - -_ AWNINGS 37 VALAOSE A. JORDAN AWNINC3 ■ :NC. =,c.. _� - tL. PIPE SI AtoJEGTi 5'.O 1 =0 I0'-011 13' -0a 41•A° - g 4.Cr ` 3/ 4 4 14A 2.." TL..; ...,ED necw ' �• 3..� ' i t '/4 • 1 '/Z" 2. ' � TGP AAA I /a ► /21 /Ai' , 1. v cos: . zoo'. I 12.." ► I Z' 'V4-' ` I ' ' ' 17 504fi ► /aa 1/2 3/4 ` 1 I INT EQM4,17'ATts .2404EG.T 044 3/41 /4 1' - 11/444 h (MI..it) 1 - 1 i /2" o' /2' 1 3" I.- Ip /Z' � •v f, 7 le NC: ,rMoW TD P C/+IO�L? N 4 1 Q2. i TLJ51r SZE5 ■ P40 c i f ' 0-4 5' - o r 1 ' 7 _ o 10'_ O" i I S -40. ' Zak* 1. 113 . 01a 1. 113 . 01a s 3/4" 1 1 I '/z" 2.. 'J: — oP Frig a ► /Z' ./..1. .C/A." '/4' v gAtT.. 4 ■+ 4 . (2 , ` P/ :/ Z, : 1 3 / 4 (, 7/ 1, BoTT. 3.AIL I / 2 I / 2 .3/4' • 3/4.• , iw4Tf-isr.Ae O %ATg. • 3/4 d 3/4." (" I 1/4." h ( M t .) , 1 %s. " I 0 I '-5(' I= I o' /'i.' 1'2.01, o 4 — ill 1 . n- Ms:�A,AMOnr- lv-.o ,cam! 0 \I C a /5 '+z.1 4 3Z , lir , 8.4.0 sii4, 11.843 2520 I : 442.2.. S io 9 4.2. IZ44 " 14 ° 2352 _34(20 , Saba , ( ANCHORAGE NOTES: '1. FOR TYPICAL ANCHORAGE DEVICES SEE SHEET 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. 0 NOTES: 17 sheet no.1 for gen. notes, fdtns, etc. 2. See sheet no.2 for nom- enclature of parts. 3. Sch. 40 pipe shall comply with ASTM A -53 4. Allied tube 50/55 w /GATOMSPft shall comply w /ABTA! A -569 SQUARE TUBING ALLIED 50/55 W /GATORSHIELD Substitute Sizes: 1.For 3/8 none (3 /4 "sq. optional) 2.For 1/2 "0 use 3 /4 "sq. 3.For 3/4 "0 use 1 "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 1 '0 use 1- 3 /4 "sq. 7.For 2 11 0 use 2 "sq. 9-NrAC T`1 PE 1 FABRIC AWNING FRAMES ENGINEERED AWNING FRAMES. AMERICAN AWNING CO. INC. AWNINGS BY JAY HOOVER CANVAS PRO). INC. TH W{AS AKNiNC+b AWNINGS BY VALROSE A. JORDAN AWNINGS 44NGELO J.G. TiBERY INC. 3470 N.N. 7th. St, Niam1. P1. 33125 pY. Dates. J.G. Icka..A.T G -' - �� DWG. ; . - °I _ SIZE. S '`1' -o 295: - 5 _ C ' ...III _ C:7 )' i c • J S 1_ C 4 _ - 1./ 4 . .! 1 14,..A " � ..1 ., _ _ .. it SS 1 t 1 1 /� , 11/1." /7 A � .74;=;;=, t6.44.4. I / ' 1 I / / 2:/.4" 4 ;) 1 1 1 om Y1Z7. /L 1 / 1 . _ , i, y 1 ) INT1. .'ZM<.0 .40..;cG C`4 x/41 ,/4 i i 1 1/ h (M /6.11) - 7 ' ./L /0'4r 1 • _ 2 ,11 .- IQ i /2 .4, e " - - . � ; / .,. 1 )41." 1 ; 1 , z l , )1 i --- a< v t /`1+ ,� ) 3/ � 1i ~ ,. 1t I G?' e?R I / :,, i 1 / "' :/y 1 :3/,4. r 1.:; s,.so....Ec,.a. -s. �L+J 6 G11 Oro :./4,11 =V461- .r 1 1 I /.fi (r.4 ► ■ j %z" I0 /:. 1 ` - 3 ° 1 -+c'/2 PQo 1, , '`1' -o 295: is ;o `+z;a IS'-o 4. 3Z 4 - 8.4 r17� 14,8o 2320 422_ •S 90 S 42 IZe..4 1• 235z • 36o So +0 1 * ANCHORAGE NOTES: ' FOR TYF_ICAL ANCHORAGE DEVICES SEE SSMEET NO . -I 2. ANCHORAGE SHOULD 3E DESItNED BY A REGISTERED . ENGINEER FOR TABULATED FORCES AND SUBJECT TO STRUCTURAL MATERIALS. 7 .E. V CONCRETE , S': .: WOOD EL CR FRAMING STRUCTURES - ato v f 0 o S- T 1.For 2.For 3.Fcr 4.For 5.For 6.For 7.For n sheet ao.1 _'__ hot3s , {a ne , etc. 2. 5.ee sheet rra. 2 f r.r nom- enclature of parts. J. Sc. 40 pipe shall comply with ASTA A-33 t e 50/:5 y /Sn77. r11....,: 7.. __ .. =:'. i. " ! g ...i.l _ SQUARE TL'BING- ALLIED 50/55 W /GA ORSHIELD Suustitute Sizes: 3/8 "0 none (3 /4 "sc. optional) 1/2 "0 use 3 /4'sq. 3/4 "0 use 1 "sc. 1 "0 use 1- 1 /4"sq. 1 -1/4 "0 use 1- 1 /2 1 -1/2 "0 use 1- 3 /4 "sc 2 "0 use 2 "3c. FABRIC AWNING 'RAK=E ENGINEERED AWNING 7RAMLS. :NC. AMERICAN AWNING CO. :MC. 3470 Y.A. 't1. St: AWNINGS 37 ,:AY HOOVER CANVAS ?ROD. I :tC. + Yism1. 71. - -- !'Py, .. IcxC. 1. I • D.C.. 4 -1- AWNINGS BY VALROSS A. JORDAN AWNINGS ;NC. pia 1, S 4 '1 `-0 IQ -Qi BS -a • \Ir 211 z9.5: `+Z — ! e-31- 14F 8• 117, 1480 1252o 1l/..4.' 1' /n" i; -x . 1 �$"d 1 3 cZ _.300 5J�-a Pi SI fttc..IEG t _i.- !�. - t SS 1 I 1l/..4.' 1' /n" i; -x . 1/ I /a' 2:/..4" %j2GV8-G . C•+ /te 1 ' 1 1 /i` h (A.Ai..a) 7 1 /2" ,a' /2r ,- 3'` � .- ,a /2. Iii.i 77 14#4C+ A-rovyi ,../.4. (�__ ' �=�2 1 i :." 1 II ! 1 4. " 1 ` %Z L • ANC:.1ORAGZ NOTS : 1R TYPICAL ANCHORAGE DEVICES SEE . $i4EE T NO . j . 2. ANCHORAGE SHOULD SE DESItNED BY A REGISTERED ENGINE"R FOR TABULATED FORCES AND SUE„EEC'T TO STRUCTURAL "-A': ERIALS . 7 .Z. CCNC zETE , STEEL C R �GC ?oA.MING ST?:'C :'U °.ES L4 0 - 5*. Sheel: 70 . ;At33 . t.. , _ nct- e _- • : r See sheet ^C • - encla dire of aar =s . Sc::. 40 p ±pc snail capiy wins` AS-� �� /__ X3:2. • v :tt' 1 l 4 � C 11 /1 1 ' ' 1 „ I ice fit, ^.J6 GTio..+ / • ( M 1. )'• %2" -3" { �2' 1 { - / 1 • I SCUAPE Tt ING- ALLI =D 50/55 W /GATCRS'r. =iL Sucstitute Sizes: 1.For 3/8 " none (3/4 "sa. optional) 2.For 1/2 "0 use 3 /4'sa. 3.Fcr 3/4 "0 use 1 "sa. 4.'or 1 "0 use 1- 1 /4 "sa. ;.=or 1- 1 /4 "0.use 1- 1 /2'sa. 6.For 1 -1/2 "0 use 1-3/4 "sa: - . i . 'or 2 "0 use 2 "sc FABRIC AWNING MAN= 1 = NG:NE_RED AWNING FRANCS . i IN AMERICAN ANNUM Zr... :NC. 1 AWNINGS 37 .AY IO HOVER CANVAS ?ROD. :NC. I.ii1KI A"NLNG . 1 :t44- 3 7 '/ALAOSS I A. : GROAN AWNINGS .V4G .:.:.s. - -.. y.....:s :NC. 1 C' /2 :470 9..4. 7tr.. S • : NG. i • THESE PLANS ...E :.PP<<v.ED FOR ISSUANCE OF A BUILDING PERMIT ❑ WITH 0 "` •4 ;E ❑ WITH VARIANCE(S) LISTED IN "REMARKS' NO OTHER E ;'' C_ :` .^.!11 St! RES BUILDING AND ZONING ORDINAN::E" :: r !:.:n U SPECIFICALLY LISTED BELOW. ALL OTHP WITH BY A • FIRE DEP:' PUBLIC V POLICE DEP BUILDING PLANNING F. • VILLAGE C1 PRELTM1,:Ai'(Y: REMARKS: E f.:;l) :'»ThJ :TY LAWS MUST BE COMPLIED " i e1 S'gnature Date APPROVAL FINALo COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER eel SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN L MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. * 6 .--- , 19_67_ 7 --- n D ate .�- Owner's Name and Address V__i_g.tt__110_11 A \ 1�� v 1 ___ } p� p � 1 a .1 - - -- Street--- -L q-__Id - 1-- �1 - - - --- Registered Architect and /or Engineer �4 •'�{ 4 _ �_ v.i e [ _ N o r_ Q q Name and address of licensed contractor _______ __________ _ T Location and legal description of lot to be built on: Lot__ Block Subdivision Street and Numt,or where work is to be done a — -- - -- - -- d one State work to be a purpose of building (by floors' ___� e_m__CJ! 1t_,ir!___S _�t °a 1�SC_!__!� _dam l!y__,�; _� ✓� _[I� - -- -- -y_e1?i .d z )tee __ k - p ...2._5_,i- rac4 -- 41 „oaf 7-1-4-0----4-4/-0-a..%-te#5‘ - n - ' - ' - --- -0C-.9 --� 6 1 d. _� __ au for no other purpose. New Building Rem .� Ci C ling,_ Addition Repairs No. of Stories_ i To be constructed of Kind of` foundation Estimated Total cost of improvements $____________ O B.. _ 6 _ 47 ________ Amount of Permit $ pear '(Signed) Chairman Member Member Council Approved ------- - - - -- - and who- hai . 1. .. 1e of the above :d therein by him stated P it No.___ Disapproved : Date 'nbage 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 s pecifications for said building. All notices with ref be sent to__ _______ The undl.•signed applicant for this building permit does hereby certify that he unders of labor under the Flor p �•da W rkmen's_Comvensation Act, being Section 5966, Compiled and has complied with1e provisions t1 ndersigna�'` require similar compliance from al x�hn.zuork to oe e ""`lPr this illage. post or cause to be posted for ins r v per- __ gree to employ on y S su. •, n ecaon on site � f th�j STATE OF FLORA ( Sl¢nPrl ) COUNTY OF DAD E, } ss. ned authority, Before me the undersi g Y. a notary ublio, duly autlioriz e d t m - — inister o the and take acknowledgments, personally ap- l -- -- ----- -- --- - - -- - -- t du cs y worn, upon oath deposes and says that he is the c refully read coon, that s C true. t17� foregoin ann i n* . — Buildi _ . ec PLANNI`l�i BOARD_ Roof Covering ad renee to the huilding and its n co s nstruction may ands and accepts his obligatio � eneral Laws of Florida, r e as an e m 1� contractors or sub- contract�" Sun lem 0 .� _ lr ors, _ on ork Subscribed before me. to ` that all facts Notary Public, State of F4or.i , • My Commission Expires - DATE Member _ Member Member -------- ------- ---- -- Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1,00 will be charged when such t -inspeetimi is made necessary by improper notice for inspection oz' faulty 11101 4 1`,11%1 \\44, BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building PERMIT '11T? 12726 11 Fl [� Work to be performed under this Permit This permit is granted to the contractor or herefor in strict compliance with all ordinances ertaining thereto and with the understanding tIfa{the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to andi 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 char ed .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 thb,statements or specification• • ' for work done by his agents, servants or employees. Signed r INSPEOY'OR ° J In consideration ... . _ ._ . .. -c -this permit r agree perform perform the murk cowered hereunder in compliance all ordinances aid regulations jy tn pertaining thereto and in strict conformi with the plans, idrawings, statements or specifications submitted to the proper authorities of Miami ores Village. In accepting t4t.parillit I assume res o sibility for all wdrk done by either, myself, my agent, servant or employee. 5 - - / iarR ArmR ILDER MIAMI SHORES VILLAGE, FLORIDA BL 0d uilder named above t Subdi- vision ' construct the building or BY DATE Contractor's License No Value of ` / Amt. of Project $ 11 i Permit $ install the equipment or device described in the application AUTHORITY ° 195 Date 6 Address 4 70? skW1 91 c Legal Description / Lessee / Tenant T/ L) S 2/ '- r Owner's Address S '� - Avl � Phone /J6 Contracting Co. fL /,QiiA I T•1Q1� /2da9 / COPS Qualifier imp V S2 Phone 91 "c535-� State # H. Municipal # x668093 Competency # /62 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor `— Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING \ PENCE SIGN WORK DESCRIPTION /4) t/) /61,0,0 S �`� � /1/j/LQ-/t (SJ J, ? ) Square Ft. Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be one in* with all applicable laws regulating construction and zoning. Furthermore, I a on he a• .:. -:- contractor to do the work stated. i l i lir i (,.. Li vcstfi' Date: j / f / I Note er My Conanissio ** * PERMIT APPLICATION FOR MIAMI SHORES VILLAGE FEES: PERMIT APPROVED: esident Condo-- President - NOTARY PUBLIC SPATE OP FLORIDA I MY COMMISSION E(P.DEC. 25,1995 BONDED TI RU GENERAL INS. UND �J * * * * 2 ' l IP RADON C.C.F. Fire Zoning Buildin Mechanical Plumbing Address J9 3c VO7`�7 /1 /(/D. 014 , _JAker.dttiu. Sign - • / Owner- Builder Date to� 0:n' a ctor er Owner-Builder • Ex Tax Folio * Master Permit # 30 71 NOTARY 1 r 1kfl'AF3Y PU3LIC YrATE OD' PtO 1IDA MY COMMISSION EXP.DEC. 2L24^.3 IONDED its U CG1 NBRAL INS. UNJ * * * ** TOTAL DUE Othe r r / Electrical Engineering, MLTROPOLITAN DADE COUNTY, FLORIDA METRODAOE Chairman Bertram S. Rarshau• Vice - chairman H.O. Lasseter Members Ronald Agrr James Arias George Berlin Thomas M. Blau Laurence A. Borsari Ted Bridis Oscar Brennan - John Calpini Jorge de la Torriente H. Carhon Decker Arnold .Goldmav Richard M. Horton' Daniel Leuis John Lindstrom Steven Erne Joseph Mokhrr. Sr Jones Pinker { William Riley Armando M. Ri:o Thomas Unerback Alfred Hirisbry d Rudr R77llium s Board Consultant John Pistorino • Staff Charles Danger Sandy iiiinreh Gil Diamond Vinyl Tech, Inc. 155 Center Court Venice, F1. 34292. (305) 375 -2612 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Series 4000 Aluminum Single Hung Window DH -C35 under Sections 203 and 204 of the South Florida Building 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 Miami Testing Laboratory. Inc. report *}TL -14885 and MTL•14455'(inci. F.E.R.) dated June 6. 1991 has been accepted by Product Control under the Specific Conditions Set forth on pages 2- 2a_and the, Standard Conditions on Page 3 for .Glazed Products . ACCEPTANCE No.: 91- 0905.5 APPROVED EXPIRES : Dec. 9, 1991 June 6, 1995 APPROVED: December 9. 1991 * *pLEASE NOTE ** -1- kdiag Air METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 3312 8-1974 (305) 3752981 it Diamond, Product Control Division Supervisor THIS IS-TTHE COVERSHEET.• .SEE .ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County. Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles Danger, .E, Deputy Secretary Metropolitan Dade County Board of Rules and Appeals Vinyl Tech. Inc. DESCRIPTION OF UNIT MODEL DESIGNATION Series 4000 Aluminum Single Hung Window DH -C35 NOTICE OF ACCEPTANCE: OVERALL SIZE: 4' - 5 1/16" x 6' - 4" high r -2- ACCEPTANCE No.: .91- 0905.5 APPROVED EXPIRES SPECIFIC CONDITIONS Dec. 9. 192j June 6. 1995 ASSIGNED ACCEPTANCE MARKINGS AAMA 101 -88 DH -C35 Dade County Approval #91- 0905.5 Expires: June 6, 1995 Approved for installation up to 25. ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zone No. & SIZE dF VENTS: One; 50 1 /8 " :by 25 3/8" high; one fixed light, frame glazed at top with a , clear opening of .49 9/16", by 47 high (O /X). WEATHERSTRIPPING: Double pile at each jamb Tail of vent. Single pile at fixed meeting rail. Single vinyl bulb at frame sill and vent bottom rail. OPERATORS & LOCATIONS: Spring and pulley balances. One metallic cam lock, 10 1/2" from each end of vent top rail. GLAZING MATERIAL: Double strength annealed glass. GLAZING METHOD: Exterior glazed using silicone bedding compound and rolled aluminum glazing bead. WEEPHOLES: 1 3/8 "notch at each end of sill screen retainer. )IUNTINS : None REINFORCEMENT: None ADDITIONAL DESCRIPTION: 1 11/16" high overall interior sill flange. 1 Diamond, P. oduct Control Supervisor 'Vinyl Tech. Inc. -2a- ACCEPTANCE No.: 91- 0905.5 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS TESTS: SCREWS AND METHOD OF ATTACHMENT INTERIOR WINDLOAD: 54.0 p.s.f. SILL : 3 - #12 x 2" FH wood screws EXTERIOR WINDLOAD: 61.0 p.s.f. HEADER: 3 - #12 x 2" FH wood screws WATER RESISTANCE : 8.30 p.s.f. JAMBS :' 4 - #12 x 2" FH wood screws AIR INFILTRATION : 0.27 cfm /sf FORCEb ENTRY : MTL 14885 NOTE: Please see Note #11. Page 3 APPROVED FOR ELEVATIONS UP TO: 25. feet above existing grad: This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. L_/ it Diamond, P. roduct Control Supervisor Dec. 9. 1991 July 24. 1995 'vision REVISED 6 -18 -91 • J : ► 71 : Oil :: •OPYY• a•: ' 1. F or multiple window installations, approved mullion drawings and calculations must be filed with Product Control. ' 2. This acceptance will qualify smaller units of the same design and materials as the unit tested. 3. / 11:1 r 1:11 . -. • • . ' • � 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than - four (4) years old, has been re- evaluated. a 6. Any Y revision or change in materials, use or manufacture of the product sha ll automatically be cause for termination, unless p rior approval is granted for revision or change. g. Any unsatisfactory p erfortnance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This acceptance shall not be used as an endorsement of any product sales or advertising purposes. Windows and sliding doors have been tested and accordance Achitectur the Aluminum 8. _ National Standards Institute's specifications 101-85 or for wood units Manufacturer's Association n402 and for vinyl unitsSIASTM D- 4099 -82_ ANSI/AAMA 302 .. -•. -- ___ .. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building Code. 10. Hardware for all windows and doors shall conform to Intrusion and Bur! er Se -urity Ch Chapter SC of the Code of Metropolitan Dade County. 11. The spacing of fasteners shall be as tested or 24" whichever is less. " fr „„, p0(!h cornet and mullion 3/4” whichever is •: aximum of 6 or r ;,, stile. Minimum penetration 'of fastener shall be as tested or _ higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minim 10 for all of other s flo ha l l above o the 8 for first and second floor installations and No. first and second floors. -3- Gil Diamond, product Control Division Supervisor i' Progressive Glass Technology Vinyl Tech., Inc.. 155 Center Court Venice, TL 34292 PRODUCT CONTROL NOTI E F ACCEPTANCE Your application for Product Approval of ,Series "700 " - Aluminum Qut- Swinging Casement Window (C -C35) under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Constructions, and completely described in the plans, specifications and calculations as submitted by Mi ami Testing.Labpratorv, I nc. Tot Report No. MTL -15547 dated: March . 1§, 1993 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 and 2a and the Standard Conditions on page 3 For Glazed Prody is ACCEPTANCE No.: 91- 04132 APPROVED : 'JUN Q 1 1993 Control it lamond, P.E. roduct Control Division Supervisor EXPIRES : March 31 1997 "* PLEASE NQTE *" THIS IS ' E • VERSREET SEE ADDITIONAL PAGES FOR PECIFIC AND GENERAL _CONDITIONS METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 BUILDINQ CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code m tree to be used in the Incorporated and Unincorporated areas of Dade County under the orth above. APPROVED • JUN Z 1 1993 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County '/ j'roeressive G1aSS Technolo2v pESCJtUPTION OF UNIT glaiing bead. PEEPHOLES_ None. $UNTINS: None. ,REANYORCEMENT: None. (IT J _rfr' i.lt . MODEL pESIGNATION: Series "700 " - Aluminum Out - Swinging Casement Window _QVERALL_W><ZE 12' -0" wide x 5' - 3" high Configuration: OXO �► DDITIONAL DESCRIPTION: Flange type frame. ACCEPTANCE No.: 93 0413.3 APPROVED JUN 2 1 1993 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC IGNED AC EPTANCE MA AAMA 101 -88 (C -C35) lade County Approval #93- 0413.3 Expires: March 31, 1997 Approved for installation up to 25 ft. above grade. _CAUTION: Elevation must be reduced in the coastal construction zone No. &SIZE OF VENTS Two; each, 35" by 61 1/2" high; one fixed light frame glazed in the center with a clear opening of 67 3/16" by 57 3/8" high (0X0) WEATHERSTRIPPING: Single vinyl bulb at perimeter of frame at the interior of each vent. Single Q -1 on at perimeter of each vent. OPERATORS & LQCATIONS: One metallic roto operator at each lower frame corner. A four bar hinge assembly at upper and Iower jamb corner of each vent. "One plastic over steel cam lock at each fixed meeting rail, 12 1 /4" from each end and one at midspan (total of six), each locking into an extruded metallic keeper at each vent lock stile; each keeper has a 1/16" thick shim between keeper and lockstile. GLAZING MATERIAL: 3/16" annealed glass in fixed light; double strength annealed glass in each vent. GLAZING METHOD: Exterior glazed using silicone adhesive bedding compound and rolled aluminum - 2- : March 31. 1997 it iamond, P.E. Supervisor Product Control Division • .T - • 1 1 I I ._ - 1 ..4 • • - 1 -a Progressive Om Tech. ACCEPTANCE No.: 93- 0413.3 yyv ` 1C,: APPROVED EXPIRES : Ntargh 31 1997 NOTICE OF ACCEPTANCE: SPECIFY CONDITIONS 'PESTS: & AND METHOD OFF ATTACHMENT INTERIOR WIND LOAD: 61.0 PSF SILL :3 - #10 x 3 112" PH CP WS (at center) 6 - #10 x 2" FH CP WS (3 at each side) EXTERIOR WINDLOAD: 54.0 PSF HEADER :3 #10 x 3 1/2" PH CP WS (at center) WATER RESISTANCE : 14.7 PSF 6 - #10 x 2" FH CP WS (3 at each side) AIR INFILTRATION : 0.11 CFMIFT JAMBS : 5 - #10 x 2" FiI CP WS FORCED ENTRY : MTL -15547 All screws centered at approx. 6" from each jamb NOTE: Please .iee Note # 11, page 3 PROVED FORE EVATIONS UP TO: 25 FT. Above F,xistin_ rade. This product must be reevaluated for structural adequacy when installed within the Coastal Construction Zone in adCo`r'd'anc'»ith Chapter 23 Subsection 2309.2 (b) of the South Florida Building:Code. - 2a- it Diamond, P.E. upervisor roduct Control Division NOTICE OFACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units mu be labeled, giv g th manufacturer's name, Dade County Product Control. Approval Number. approved elevation and date.gf expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. , This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSUAAMA 101 -88 or for wood window unit by ANSUNWWDA Y.S. 2-87 and sliding doors ANSUNWWDA 1.S. 3 - and swing doors ANSUNWWDA 1.S. 8 -88. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. 12 The first fastener shall be located a inaxiihum of 6" from each coiner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installations and No, 10 for all other floors above the first and second floors. Jtevised 5 -20 -92 -3- it Diamond, P.E. roduct Control Division Supervisor