The URL can be used to link to this page

RC-06-2851Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/23/2008 Inspector: Grande, Claudio Owner: Job Address: Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments 2 BEDROOM, 2 1/2 BATHROOM, FAMILY ROOM Passed 516 7 Z/ Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 22, 2008 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Residential Construction Not Transferable POST IN A CONSPICUOUS PLACE Ait°4°0LAd- thY1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Electrical NOV 2 2 2006 BY: __ . Permit No. Master Permit No. Plumbing Mechanical Roofing t' t t Sri ,r3 A Z Phone # - 2.-T? q "-)S CO Owner's Address City .-1 i AM i 5 State ft_ : Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) C ok s City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # l.r� (�, C1 __ 4-0 Is Building Historically Designated YES _— NO Contractor's Company Name Contractor's Address City Qualifier Name • r -Li' .',r - Phone # State Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ®Addition Describe Work: ❑Alteration Phone # Square / Linear Footage Of Work: DNew Repair/Replace 0 Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ (.o 9 00 Radon $ i \ R2 Bond $; -' Code Enforcement $ CCF $ * * * * * * * * * * ** CO /CC ISO ) -- ��``�� Technology Fee $ 2 „VD DPBR$ � -C1� Zoning $ Double Fee $ Structural Review. $ 60, CO 6D, Total Fee Now Due $ See Reverse side -� Bonding Company's Na Bonding Company's Ad( City Mortgage Lender's Nan Mortgage Lender's Adds City W Application is hereby m © -Z ce commenced prior to th4 Q CMS. construction in this jurist > .A ems. WELLS, POOLS, FURY ys OWNER'S AFFIDAVI W 1 "` Q --;\-------- 9 `� ` )mpliance with all applicable laws regulatin i LLj ` + "WARNING TO OWN p J a ` \ J SULT IN YOUR PAYING TWICE FO O J < �° < J J F- Q X Q v FINANCING, CONSULT WITH *t U F- U F- f�,, U NOTICE OF COMMENCEMENT." F- �-- m w O U V zz Notice to Applicant: As W O D W Ce Z m to O tr O Z cc �; W W he applicant must promise in good faith th 0- 0 C1) 0- N \I N F- J J D. red to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 2 ±-3'■ e1 W _1 j O `\ Z -J or installation has 1 laws regulating IMBING, SIGNS, Signature Owner or Agent The foregoing instrument was acknowledged bef t j methis` - day of inh Y 20 C c,by /c(cciv..I- Vyf.7�. I i L- who ' Isona.11Lkniin to n6 or who has produced As identification and who did take an oath. NOTARY PUBLI Sign: Print: My Com ission Expires: LIC i 01 -FLORIDA I. Caste i anos nmlissio►I #DD362874 Signature Contractor The foregoing instrument was acknowledged before me this d a y of ,20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Expires: OCT. 14, 2008 My Commission Expires: Bonded Thru Atlantic Bonding Co., Inc. .. APPLICATION APPROVED BY: (Revised 02/08/06) 2)1L• 140 5/1)..- � Plans Examiner OOo( Engineer Zoning • • ••• • • • ••• E3 Li ra �rvey j76-( 5J _ • • • ••• • • • • ••• Scale: 1" = 20' This SurvenaNil not Y2tlkd *flout tpb,siginure and original raised , • seal of a lloida Registered l,�tnd SuCvelyN &nd Mapper. �, • • • • • • • •.. • • ` FEB e2001 • • • •• ••• •• B Ye • • • • • • • • ••• •• • • 15' ALLEY 78.43 , M. FD. / 78.07' P. (UNIMPROVED) 3/4" LR. FD. 1/2" I.R. Page 2 of 2 urvey Number: 9284 See Reverse 35.00' THE E1/2 OF LOT 23 BLOCK 40 REMAIN OF LOT 23 BLOCK 40 ' 25.00' 8,90 S2 ?g, ED 01 0) B0 53.07' GARAGE LOT 24 ;n BLOCK 40 iV 10.01' U 10.54' 19.59' 23.00' 2.46' 19.38' C -1 L= 39.30' R= 25.00' A =90 °03'46" Tan = 25.03' - Q FD. 1/2" I.R. 11.37' 25.36' TWO STORY RES. # 389 01 MA 1O 8.33' 25.00' 9.75' 9.75' 13.26' v 14.46' 53.19' FD. 1/2" L R. PT e5' CONC SDWK 22' PARKWAY 78.19' P. 78.21' M. 0' ASPHALT PAVEMENT N.E. 99th STREET 75' TOTAL RNV Surveyors Note: 1. No visible encroachments and /or easement violations were observed at the time of this survey. • LEGEND & ABBREVIATIONS A= ARC DISTANCE L. LENOTY Meta CONCRETE AC= AIR CONDITIONER AE.= ANCHOR EASEMENT ASPH. ASPHALT D.B= DEED BOOK BLDG= BUILDING ELEV.= ELEVATION C.M= CONCRETE MONUMENT OLF= CHAIN LINK FENCE D.E.= DRAINAGE EASEMENT CH= CHORD 8.M= BENCH MARK D.M.E.= DRAINAGE & MAINTENANCE EASEMENT B.C.= BLOCK CORNER 0.= DESCRIPTION OR DEED ENCR.= ENCROACHMENT 8.R.= BEARING REFEPENCE C.. C/o_CULATED F.N. =FOUND NAIL F.O.H.= FOUND DRILL HOLE F.LP.= FOUND IRON PIPE F.I.R.= FOUND IRON ROD C.B.= CATCH BASIN FO, FOUND F.P.K.= FOUND PARKER -KALON NAIL F.F.= FINISHED FLOOR M.H.= MANHOLE PO.= PAGE R.= RADIUS A. CENTRAL ANGLE/DELTA CH BRO.= CHORD BEARING CL= CLEAR c.= CENTER LINE N.R.= NON RADIAL C.B.S.= CONCRETE BLOCK STRUCTURE -/I-40- WOOD FENCE CAN = CABLE UTILRV 80X M.= FIELD MEASURED M= MONUMENT LINE ® COVERED AREA RAD.= RADIAL ® CONC. BLOCK WALL TYP. 8.T.S.' NOT TO SCALE O.H.L.= OVERHEAD UTILITIES 0.R.B= OFFICIAL RECORDS BOOK SEC.=. SECTION - X -X- CHAIN LINK FENCE R= PROPERTY LINE R. PLAT P.P.= POWER POLE P.B.= PLAT BOOK P.C.= POINT OF CURVATURE P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T.= POINT OF TANGENCY P.C.C.= POINT OF COMPOUND CURVE P.O.L= POINT ON LINE P.R.C. POINT OF REVERSE CURVE ROB= POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT P.CP.= PERMANENT CONTROL POINT P.R.M= PERMANENT REFERENCE MONUMENT REC.= RECORDED DIMENSION R W= RIGHT OF WAY S.I.R.= SET IRON R00 & CAP SOUK= SIDEWALK TEL.= TELEPHONE FACILITIES TX' TRANSFORMER TB.M.= TEMPORARY BENCH MARK 1.0.8= TOP OF BANK TYP. TYPICAL T.= TANGENT TWS =TOWNSHIP U.E= UTILITY EASEMENT W.M.= WATER METER W.C.= WITNESS CORNER W.F.= WOOD FENCE 00.00 EXISTING ELEVATION• E.O.W.' EDGE OF WATER ® W000 DECK V.\ ASPHALT PAVEMENT 13.27' FD. PC 1/2" LR. a 0) ots 0 20' ASPHALT PAVEMENT FD. 1/2' I.R. 35.00' Odalys C. Bello, •.S.M. PROFESSIONAL SURVEYOR AND MAPPER 12230 S.W. 131st Avenue, Suite 201 Miami, Florida 33186 Tel: (305) 251 -9606 Fax: (305) 251 -6057 Boundary Survey Property Address: 389 N.E. 99th Street Miami Shores, Florida 33138 Certified To: • • .• •• • • Page '1'pf 2 • • ••• • • • •• • 3ey3lluMbdir: 9284 See Reverse ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • •• • ••• •• • • • •• • • • • • • • • •• ••• • • • • • •• Alain I. Gonzalez; ; ; , its successors and /or assigns, as their interests may appear. Flood Insurance Rate Map (FIRM) Information: Community Number: 120652 Panel Number: 0093 Suffix: J Flood Zone: X Panel Revised Date: 03/02/94 Notes: 1. Legal Description provided by the client. This survey does not determine or imply ownership. 2. Examination of the abstract of title will have to be made to determine recorded instruments, if any, affecting this property. 3. Unless a comparison is shown, all measured bearings, angles and distances shown along the boundary lines are same as platted values. 4. Elevations and vertical data, if shown are referred to N.G.V.D. 1929. 5. Underground utilities, footings, and /or underground encroachments are not located on this survey map. 6. Fence ownership not determined. Apparent fence clearances and /or encroachments are noted by visual means only. 7. No identifications caps found on recovered monuments, unless otherwise noted. 8. This survey is exclusively for the use of the parties to whom it is certified. 9. Additions or deletions to this survey map and /or report are prohibited. 10. This survey map is not valid without the signature and original raised seal of a Florida Registered Land Surveyor and Mapper. Legal Description: Lot 24 and the East 1/2 of Lot 23, Block 40, AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1, according to the map thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. I hereby certify that this Sketch of Survey of the hereon described property is a true and correct representation of a survey made under my direction and said survey meets the minimum technical standards as set forth by the FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS in Chapter 61G17 -6 Florida Administrative Code pursuant to Section 472.027 Florida Statutes and is accurate and correct to the best of my knowledge and belief. Field Work Date: Odalys C. Bello, P. S. M. Professional Surveyor and Mapper No. 6169 12230 S.W. 131st Avenue, Suite 201 Miami, Florida 33186 Tel: (305) 251 -9606 Fax: (305) 251 -6057 B c LA r d r, S LA rvey Scale: 1" = 20' This Survey Map is not valid without the signature and original jaiA seal of a Florida Registered Land Surveyor and Mapper. • • • • • • • • ••• • • .•• •• •• • • • • • • • • • • • • • • • • 0 FD. 3/--40 THE E112 OF LOT 23 BLOCK 40 REMAIN OF LOT 23 BLOCK 40 15 ALLEY• (UNIMPROVED) 78.43' M. 78.07' P. • • • • ••• Page2of2 • ••• • • • • • • • • Survey Number: 9284 • See Reverse • ••• • { ',� °tip • • • • • ▪ • • • • • • • • • • :..: • •: • • FEB 2 7 2001 .. • • • •• ••• • • •• • • •• BY: • •. • • • • • • • ••• •• 25.00' 0 0 N 53.07' GARAGE LOT 24 BLOCK 40 FD. 1/2 "LR. Y z 0 10.01' 10.54' 8 19.59' 23.00' 19.38' C -1 L= 39.30' R= 25.00' A=90°03'46" Tan= 25.03' FD. 1/2" L R. 11.37' 25.36' 9.75' TWO STORY RES. # 389 iy 2.46' `n 8.33' 25.00' 9.75' 13.26' ✓ • 14.46' FD. 1/2" I.R. 53.19' - PT ss, 5' CONC SDWK 0 22' PARKWAY 78.19' P. 78.21' M. 0' ASPHALT PAVEMENT' N.E. 99th STREET 75' TOTAL R/W Surveyor's Note: 1. No visible encroachments and /or easement violations were observed at the time of this survey. _LEGEND & ABBREVIATIONS A= ARC DISTANCE L. LENGTH ® CONCRETE AC. AIR CONDITIONER A.E. ANCHOR EASEMENT ASPH. ASPHALT D9.. DEED BOOK BLDG= BUILDING ELEV. = ELEVATION CAL* CONCRETE MONUMENT CLF. CHAIN LINK FENCE D.E.. DRAINAGE EASEMENT CH = CHORD B.M.= BENCH MARK DM.E" DRAINAGE 8 MAINTENANCE EASEMENT B.C.. BLOCK CORNER 0.• DESCRIPTION OR DEED ENCR.= ENCROACHMENT BR= BEARING REFERENCE C? CALCULATED F.N.° FOUND NAIL F.D.H.= FOUND DRILL HOLE F.I.P.= FOUND IRON PIPE FIR, FOUND IRON ROD C.B.= CATCH BASIN FO.. FGJND F.P.K. FOUND PARKER -KALON NAB. F.F. FINISHED FLOOR M.H.= MANHOLE PG.= PAGE R.. RADIUS A. CENTRAL ANGLE /DELTA CH BRO.. CHORD BEARING CL. CLEAR G. CENTER UNE N.R. NON RADIAL C.B.S.= CONCRETE BLOCK STRUCTURE WOOD FENCE CATV = CABLE UTILITY BOX M.= FIELD MEASURED M' MONUMENT UNE ® COVERED AREA RAD.• RADIAL ® CONC. BLOCK WALL TYP. N.T.S.. NOT TO SCALE 0.H.L= OVERHEAD UTILITIES O.R.B. OFFICIAL RECORDS BOOK SEC.. SECTION -X -8- CHAIN LINK FENCE R. PROPERTY UNE P. =PLAT P.P.• POWER POLE P.B.• PLAT BOOK P.C.= POINT OF CURVATURE P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T.. POINT OF TANGENCY P.C.C. POINT OF COMPOUND CURVE 8.01.= POINT ON LINE P.R.C.= POINT OF REVERSE CURVE P.0.B." POINT OF BEGINNING P.O.C.• POINT OF COMMENCEMENT P.C.P= PERMANENT CONTROL POINT PRA.. PERMANENT REFERENCE MONUMENT REC.. RECORDED DIMENSION RAN. RIGHT OF WAY S.I.R= SET IRON ROD S CAP SOUK= SIDEWALK TEL.. TELEPHONE FACILITIES TX= TRANSFORMER T.B.M.. TEMPORARY BENCH MARK T.O.B.. TOP OF BANK TYP. TYPICAL T, TANGENT TM= TOWNSHIP U.E. = UTILITY EASEMENT WM.. WATER METER W.G. WITNESS CORNER W.F.= WOOD FENCE 00.00' EXISTING ELEVATION E.O.W.= EDGE OF WATER ® WOOD DECK • /•\ ASPHALT PAVEMENT 13.2T FD. PC 1/2" I.R. 35.00' oes a_ O LSD 20' ASPHALT PAVEMENT FD. 1/2 °I.R. 35.00' N.E. 4th AVENUE 70' TOTAL RNV Odalys C_ Bllo, PROFESSIONAL SURVEYOR AND MAPPER 12230 S.W. 131st Avenue, Suite 201 Miami, Florida 33186 Tel: (305) 251 -9606 Fax: (305) 251 -6057 Boundary Su'r ge y • • ••• • • ••• • • • • • •• •• • • • • • • ••• • • • • • • • • • • • •••••• • • Property Addre:,•. ;•• • ••• • • • • •• • •• 389 N.E. 99th Street • • • • • • • • • • • • • • • • • Miami Shores, Florida 33138 • • • • • • • • Certified To: •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • Alain I. Gonzalez; ; ; , its successors and /or assigns, as their interests may appear. Page 1 of 2 Survey Number: 9284 See Reverse Flood Insurance Rate Map (FIRM) Information: Community Number: 120652 Panel Number: 0093 Suffix: J Flood Zone: X Panel Revised Date: 03/02/94 Notes: 1. Legal Description provided by the client. This survey does not determine or imply ownership. 2. Examination of the abstract of title will have to be made to determine recorded instruments, if any, affecting this property. 3. Unless a comparison is shown, all measured bearings, angles and distances shown along the boundary lines are same as platted values. 4. Elevations and vertical data, if shown are referred to N.G.V.D. 1929. 5. Underground utilities, footings, and /or underground encroachments are not located on this survey map. 6. Fence ownership not determined. Apparent fence clearances and /or encroachments are noted by visual means only. 7. No identifications caps found on recovered monuments, unless otherwise noted. 8. This survey is exclusively for the use of the parties to whom it is certified. 9. Additions or deletions to this survey map and /or report are prohibited. 10. This survey map is not valid without the signature and original raised seal of a Florida Registered Land Surveyor and Mapper. Legal Description: Lot 24 and the East 1/2 of Lot 23, Block 40, AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1, according to the map thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. I hereby certify that this Sketch of Survey of the hereon described property is a true and correct representation of a survey made under my direction and said survey meets the minimum technical standards as set forth by the FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS in Chapter 61G17 -6 Florida Administrative Code pursuant to Section 472.027 Florida Statutes and is accurate and correct to the best of my knowledge and belief. Field Work Date: Odalys C. Bello, P. S. M. Professional Surveyor and Mapper No. 6169 12230 S.W. 131st Avenue, Suite 201 Miami, Florida 33186 Tel: (305) 251 -9606 Fax: (305) 251 -6057 HARPER BROSI ERMITE & PEST CONTROL, INC. Commercial & Residential Notice of Preventative Treatments for Termites (As required by Florida Building Code (113C) 104.2.6) 3B9 AJC Alok Va D I Product Used Address of Treatment or Lot/Block of Treatment lit • Time Applicator ?OR mical used (active ingredient) Number of gallons applied Percent. Concentration PLO 51;it..- Area treated (square feet) cldr/Aetit rPi—s. Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. Final perimeter treatment has been completed on , by and the following statement is applicable. CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION THIS LETTER CERTIFIES THE ABOVE MENTIONED PROPERTY HAS RECEIVED A COMPLETE TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH CHAPTER # 482 RULES AND LAWS ESTA- P (SHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERV ED. R BROTHERS TERMITE & PEST CONTROL, INC. License # 3136327 tor's signature TERMITES • PESTS • CRITTERS Licensed & Insured 2122 SW 60th Terrace • Miramar, Florida 33023 Phone: 954- 983 -4149 • Fax: 954 - 983 -3149 Web site: www.harperbrospestcontrol.com U.S. South Engineering and Testing Laboratory, Inc. 6065 Northwest 167 Street, Suite B-23 Miami, Florida 33015 Tel: (305) 558 -2588 Fax (305) 362 -4669 DATE: 02/22/07 PROJ. 07 -5731 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: AN 8230 NE 8th Place Miami, FL. 33138 PROJECT: Residential Home 389 NE 99th Street Miami, Fl. PROCTOR DATA PROCTOR NUMBER SOIL DESCRIPTION PROCTOR VALUE Max. Dry Density (pcf) Optimum Moisture (')/o) 11314 Lime Rock 126.1 7.6 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D- 2922 -71 1'EST NO. TEST LOCATION PROC. NO. LIFT NO. DRY DENSITY % MOIS. % COMP. RESULT 1 North east of residential home pad, under the slab 11314 Final 124.8 6.8 99.0 Pass 2 Center of residential home pad, under the slab 11314 Final 123.6 7.7 98.0 Pass 3 South west of residential home pad, under the slab 11314 Final 124.0 7.5 98.3 Pass TEST DEPTH (IN) 8" 1 REQUIRED PERCENTAGE OF COMPACTION 95 % P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE MH= MANHOLE C.L. = CENTER LINE Ghasem Khavanin, P E. Florida Registration # 41955 t U.S. South Engineering 6065 Northwest Miami, Tel: (305) 558 -2588 and Testing Laboratory, Inc. 167 Street, Suite B -23 Florida 33015 Fax: (305) 362 -4669 iQ ®R DA1 1t3(i PROJ. 07 -5731 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: API 8230 NE 8th Place Miami, FL. 33138 PROJECT: Residential Home 389 NE 99th Street Miami, Fl. PROCTOR DATA PROCTOR NUMBER SOIL DESCRIPTION PROCTOR VALUE Max. Dry Density (pcf) Optimum Moisture (%) 11314 Lime Rock 126.1 7.6 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D- 2922 -71 TEST NO. TEST LOCATION PROC. NO. LIFT NO. DRY DENSITY % MOIS. % COMP. RESULT 1 South east corner of building pad 11314 1' Lift 126.3 6.9 100.2 Pass 2 South west comer of building pad 11314 1" Lift 126.5 7.1 100.3 Pass 3 North west corner of building pad 11314 1' Lift 126.8 7.5 100.6 Pass TEST DEPTH (IN) I 8" 1 REQUIRED PERCENTAGE OF COMPACTION 100 % P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE MH= MANHOLE C.L. = CENTER LINE Respectful' submitted, /1/1-11:. of Ghasem Khavanin P E. - �f� °- O 7 Florida Registta-don # 41955 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 F.. U.S.SOUTH ENGINEERING & TESTING LAB., INC. Project No.:07 -5731 Date: 01/30/07 Client No.:07 -5731 Client: API Tested By: Adolfo Project Name: Residential Home Project Location: 389 NE 99th Street Project City & State: Miami, FL. Sample Method: D -1557 Proctor No.: 11314 Max. Dry Density: 126.1 PSF Optimum Moisture: 7.6 Natural Moisture: % Soil Description: Lime rock 111 110 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 N W A 01 m J CO m 0 - N W A m J m 0 O + N 4f A N N V N N o g N W ? N g J N N 6065 N.W. 167th Street B -23 Miami, FL 33015 Phone (305) 558 -2588 Fax (305) 362 -4669 Inspection Date: 04/18/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments 2 BEDROOM, 2 1/2 BATHROOM, FAMILY ROOM Passed Inspector Comments FINAL TERMITE CERTIFICATION LETTER 4/18/08 CG Faded Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid until Friday, April 18, 2008 Page 1 of 2 APPT. DATE 'ice IME SkSMAN: TECH INVOICE HARPER HOS. F MITE & PEST NTROL, INC. Commercial & Residential ®'' DATE TAKEN BY: 2122 S.W. 60th Terrace Miramar, FL 33023 Phone: (954) 983-4149 Fax: (954) 983-3149 CUSTOMER INFORMATION 6T' Ac:ciii amod��_ SER:"CE RE 'QUESTED / NAME / /�j 15�� II d ,..,.I -(� At. qqcc" LEAD SOURCE C p�� j ATE ZIP CODE/GRID / r / ' ` /19711. �^ Vim__ HOME TEL# WORK TEL# DIRECTIONS PAYMENT / CREDIT CARD INFORMATION SVC A > CARD TYPE °; : ECK / C MCP DATE 1AIL. sA v 0 i / ?rE AUTHORIZATION MT CODE DATE TIME 2. 3. - TOTAL D , t) A TOTAL AUTH. CAR • OLDER NAME . 'erent from above) I AG' - - ' Y TOTAL AMOUNT ACCORDING TO CARD ISSUER AGREEMENT. SIGNATURE: DATE: VALUED CUSTOMER COMMENTS: SALES TECH COMMENTS: °.h .r• 1`' ,L' LlI___ i r �`, fir • e/teN PEST CONTROL MATERIAL TREATMENT SITES TREATED Name ( %) & Amt Mulch/Flowerbeds TERMITE INSPECTED SITES Foundation Crawl Space Interior Door Frames Window Bath Traps Attic Other Evidence Treated MATERIAL (Y/N) MN) Name ( %) & Amt Woodpile /Garbage Area Doors/Windows/Eaves Walls Attic/Crawl Space Underneath Appiianc M Frames .� Wall Voids/False Bott • ' ' " Cracks /Crevices > ct ff�wrr "��! Imo._. -. Drawers /Closets e� . . - VIIL. ru Other .., _ - �._ Time/Be -` p: TOT: TARGET PESTS CRITTER / FLEA /TICK MATERIAL TREATMENT SITES Name ( %) & Amt I certify :... 't _ •nd an accurate record of my operations. HARPER BROS. TECHNICIAN Endorsement hereon acknowledges recei t (Caul for services rendered. a CUSTOMER DATE INSULATION CERTIFICATE AIR & HEAT INSULATION INC D.B.A./ALLSTATE INSULATORS BUILDING PERMIT NUMBER: RC062851 PROJECT NAME: ADDITION AT: ADDRESS: 389 NE 99 ST, MIAMI, FL. 1N: BY:.... We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): 1. Exterior CBS walls insulation: R -5.0 (Min) Materials: RIGID INSULATION Thickness: 3/4" inch(es) Density Ib/ft3 Manufacturer DOW 02. Exterior Frame /Metal stud walls: (Min) Materials: Thickness: inch(es) Density. Ib/ft3 Manufacturer. 03. Exterior solid concrete walls: (Min) Materials: Thickness: inch(es) Density: Ib /ft3 Manufacturer. 04. Interior walls separating A/C from non -A/C spaces insulation: (Min) Materials: Thickness: inch(es) Density lbfft3 Manufacturer: 05. MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON ( PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R -11 (Min), CBS or CONCRETE walls R -3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.1 on page 6-10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in the Sea 06. Above deck type Roof Insulation: (Min) Materials: Thickness: inch(es) Density lb/& Manufacturer. a 7. Ceiling insulation: R-30 (Min) Materials: BATT FIBERGLASS Thickness: 10" inch(es) Density: Ib /ft3 Manufacturer. CERTAINTEED 8. Others: R -11 BATT FIBERGLASS AT INTERIOR PARTITIONS. R -30 BLOWN FIBERGLASS AT EXISTING CEILINGS. Installed by AIR & HEAT INSULATION INC D.B.A. /ALLSTATEINSULATORT Insulation Company Name Insulation Contractor Certificate of Competency # 17735 Certified on: 07/20/07 G.CJ Builder. OWNER BUILDER Building Contractor Certificate of Competency # G.C./ Builder Signature Certified on: DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR File Number: Property Address: Miami Sliore� Mar 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER PZ06 -0824 - 09 389 NE 99th St. Applicant: Alain & Carly Gonzalez (Owner) Address: 389 NE 99th St. Miami Shores 33138 ,c() ozi\. Whereas, the applicant Alain & Carly Gonzalez (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval — addition to historic residence. Whereas, a public hearing was held on August 24, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, fmds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. Page 1 of 2 The application with conditions was passed and adopted this 24th day of August, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes Date / % Cha an, Planning and Zoning Board G Page 2 of 2 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: CZ- ADDRESS: 3 a, NA DATE: nr , z_2 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate* any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this day of 20 Oe BY ll/t k Tho was personally known to me or who has Produced there License or G 024--x'1 -15' _ as identification. OWNER Prepared by and return to: Marci Lowman, Esq. Partner Kim & Lowman, LLP 10800 Biscayne Boulevard Suite 725 Miami, FL 33161 File Number: 05- Gonzalez -425 Will Call No.: [Space Above This Line For Recording Datal Warranty Deed 111111111111111111111111111111111111111111111 C:Ft4 00 Fi ROZ5 46622 OR 8k 23248 F's s 2804 - 28051 (2p s s RECORDED 04/07/2005 15:03:41 DEED DOC: TAX 2e706 "00 HARVEY RUV°IHe CLERK OF COURT MIAMI -DADE COUNT Y e FLORIDA This Warranty Deed made this 31st day of March, 2005 between John Watt, a married man, joined by his wife, Rita Cauce whose post office address is 426 NE 102 Street, Miami Shores, FL 33138, grantor, and Alain Gonzalez and Carly Gonzalez, husband and wife whose post office address is 9022 NE 8 Avenue, Unit 3M, Miami, FL 33138, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 24, and East one -half of Lot 23, Block 40 MIAMI SHORES SECTION ONE, as amended, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami - Dade County Florida. Parcel Identification Number: 11- 3206 -013 -5540 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2004. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTtmea : :Signed, sealed and delivered in our presence: Witness Name: I Y l d/&; 1-0wr 1 OR BK 23248 PG 2805 LAST PAGE (Seal) John Watt Rita Cauce (Seal) State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 31st day of March, 2005 by John Watt and Rita Cauce, who [.] are personally known or [X] have produced a driver's license as identifi [Notary Seal] Oi 1CIAL NOTARY SEAL MARC! L OWM? N NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDO39 34 ' ;. -,. 'D \ ErjULY 5.7.1r5 _ Warranty Deed - Page 2 Notary Public Printed Name: My Commission Expires: DoubieTime® NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOUO NO,, STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111 111111111111111 111111111111111 1111 1111 CFN 200780068422 OR Bk 25294 Ps 2249; (fps) RECORDED 01/22/2007 10:1E :50 HARVEY RUVIWp CLERK OF COURT MIAMI-LADE COUNTY, FLORIDA LAST PAGE 1 1. Legal description of property and street/address: 3 S •C q? 2. Description of improvement: 10;-1d� c 3 3. Owner(s) name and address :._ 44a-1 r.i es+ r,'zce-- A) Interest in property: A. ) 'Z'; 2 Name and address of fee simple titleholder 4. Contractor'sname and address: 0c 6L. STATE OF FLORIDA, COUNT OF DADS 5. Surety: (Payment bond required by owner from oontract© Name and address: Amount of bond $ 6. Lender's name and address: RaEr P B r CERTIFY that this is a tr c y of the Oiled in this office on day of my . and and 0 ` ial Seal. jrUV �s CLERr, of Circuit and County Courts 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may Provided by Seulian 713.13(1)(0)7., add Statutes, Name and address: 6 served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Llenor's Notice as provided in Section 713.13(1)(b), Florida atutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date c =r recording unless a different date to specified �-1 ' a 2- ' Gt. , Signature of Owner Print Owner's Name A-LA COb s. � �' Prepared by , 4.44 `� Sworn to and subscribed before me this 22- day of 64'1./v4, 20 °7 / �i /, Notary Publio /.`' Print Notary's game c-eic e- SikS My commission expires: "7/4/7-04)2 123.01-5a � 4 ,mac Jt0 s 2 y-CM5 - 2r-79) e) Ira 7rIW.a Address: gei9 4 Pit a a ti . . GEORGE A. tail COMMISSON DD2115 17 Iliffof SORES env (,Z007 JJC7QCJCPC 7C :77 JaM7JT7JTra Miami Shores Village Building Department A11 44t:"litd Averltle;: Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET ©C0 -2��/ �e S7,r 7i e.42_ ,4 4 e . 4e4-;i0A)S v-7." /Loci <" So it vgt;) eurA et� . Ad frto,t) i 1 /S4t— I) �. �.or ,e4.0•2/C o .e v es s? /; or DZ-1,101 ;7-k:9A) ,s04 old/ n Acv-0,€) oddlisg2a 41;00t) IS WA eviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 - 5/24 /10ift.Ye ► iez, Miami Shores Village Building Department Crilf MittfidAventie Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Z �� Job Name Date BUILDING CRITIQUE S EET iAi [/oe— Dit) S "IL, 7Q . e2 & i D I Z Gi W€) putt/ t pte.€ roc. ..2 V4 G v4-72o c) /tau c / 17-1-MT —es-1.4Z 14acts 7 120 C 1) Gil 41 Dfru A- re o f . //WS AAP DiuC6fr7 P (.t) ") Ate C0/2„,e0 GZc ) . GJi/ S '4 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date t, C.) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. % ' 28 31 Job Name onya, /ey Date /V2 8/o STRUCTURAL CRITIQUE SHEET ✓ CJ %Mere &r 2 5 ecAs /cg) All d�:�dPe7�]S �1 ° ®" ,/re7ef Ke 4k7 B'jc /z" Tie Ca/ 6I each Side _ 11:ci- i /lea/ cell, r/ 04 S-4-, 5ch ed4le sev7 s 57,0 'a p5%, 1e 5-a ; ;dr .3, coo 31600 1751 -s- vaI ie uses/ ip? C-4. /cc4 lalk®ns . Provide /- 1/ /75 a/ c.of- Ilet'se 1-71 �/ P Sties/ 47pi- ra /s 7C 1- flees c/ow51 doors', $ ? /rn,,. Han e /s (if 1101 I /7a e /) /1' /q,/ri /i5 h /he va /a e' 5 74A4 / SA a kI G © fill a. ace wiik c e k e4 /a /c r‘e55Ures. (0 C-4/(Q/611-1:i),;-25 C 0 P. -e t- ee/ nRi-ne al A/Pti e ilez Ce91.ra er a,° J'e c rd 1 aria /e $1TJecl <5t per /e c/ • . .•• -- :. •• . • • • ;•••• • • • • • .•. • • • Building Departmient •:.: : "' 10250.N.E.2nd Avenue • • 4anM $iorespf lorida 33138 • • : -r I i (305) 795.2204 • • • • • • • FIX: (305) 756.8972 . "Per letki't14° 5 1 •• 140 kime is Date `f_;/28/ STRUCTURAL CRITIQUE SHEET Off} -rii- et- e. 42,-- -e z5A -eats I f r 2; ,A 1 471,0 � ./fl 5 > 8' -o e� ii— a 8r.c 12'° Tle La/ • i 4 a [ =h �t i ' `-fno?° fa -ci /,1 ' c e/I. 04, . f � e a . �.h day ! e 54" .j° = 5. o , ; P� f ; c ,� z �° e' ,Yl e .#1 e ›-a- a-i 3r 000 i / 5jd'`L .. ,/Votes f t 'Yn .5-1 /t 5 I'e! e u s -ea' ;pi e..r. let . f t ry i8,2 5 i -' P'- v; de r° e hi t. r cm. 5 al co r- plars, r 1-4 4p pi--e v..a J / doors $ ./-m i-avz els (if 11014 I 1aa c71), /f IQ. 11 / h21. Me vc.-v/d 5 All a Al /,.// a.n ce &VI cn k E' , ?"e cf i Y 5 5 e e 5 . e er - f /fie czprd ana %e- 51-Tried s-e a e s , o • a ,f), • sti WC 4 14 t' t4� • •.• • • • • • •�• • • ..• • • • • ••• • • • • • • . ••• • • • • • • • • • • • • • • 1p�y �p H._ ��e • • • • • • Ipplionni� saws. pp�� #`saaw$33144- •. ••• ••• • • NUM • • • • • • • • • • • • ••• • • • • • • • r � JAN 1 0 2001 B Y: JAN 1 0 2001 V ,,( � 10111BN TO PLANS AS PEN NMI BEPANTMEMT- PIONS EXIMINENS COMMENTS Addltlen to existing residence at 389 NE. 9r. St,, Miami Shores, FL 33138 Piens.Process Ne. 86 2851 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Miami SIiorei VJaje DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 File Number: PZ -6 -07- 200740 Property Address: 389 NE 99th Street Applicant: Alain Gonzalez (Owner) Address: 389 NE 99th Street Miami Shores FL 33138 Whereas, the applicant Alain Gonzalez (Owner) has filed an application for a variance before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Errors and Variances, Sec. 702: Hardship variances. Sec. 400. Schedule of regulations adopted, Structure in side yard. Whereas, a public hearing was held on September 27, 2007 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The applicant has established substantial competent evidence as a basis for the relief sought. Therefore, the variance request is approved. Passed and adopted this 27th day of September 2007, upon a Motion to Approve the variance with the vote as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman F - m. ► dez No Date j® Ric td M. Fernandez Ch. irman, Planning Board Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .................'' Inspecti Inspect Owner: Job Ad tom 04 ;/2' D § is Da Project: <NONE> IN illage, FL Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments 2 BEDROOM, 2 1/2 BATHROOM, FAMILY ROOM Q'r- Pass 1/7 o Inspector Comments L� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, April 18, 2008 Page 1 of 2 C1: R= 25.00' A =90' 15'49 "(C) A= 39.38'(C) T =25. - APPROVED M'ami Shores Vila e ZONING DEPT APR 1 8 6Y: -. -. Tt r FND. , SUBJ TO COMPLIANC, I.P. 0,1d'(i -)-7 25'(P) 0' ASPHALT 28.0' C.B.S. GARAGE 4' C.L.F. v, /2 °F \-010C11 40 N 22.5' 10.1' 45.3' r P TWO STORY C.B.S. RES. #389 LOWEST FINISHED FLOOR ELEV. = 11.58' FND. 5/8" I.R. & CAP 0.17'(S) • • • • • •• • • • •••• • N • • ,. ••• • •• • ••• L- •,___0.-1• • • 10.3' 9.80' 13.20' FNi i.R. • • • • • • • • • • •• • 5/8" & CAP • r�••• •••• •• • • • • LJ •• • ••• • ••• • • • • •• • •• • • • MARBLE FND. 5/8" I.R. 0.10'(N) 25'(P) 53.07' 99th STREET (75' R /W) 22' ASPHALT SCALE: 1" = 20' SKETCH NO.: 05 -1432, `DRAWN BY: K.W. SIDE 2 OF 2 PINNELL SURVEY, INC. 2151 WEST HILLSBORO BLVD., SUITE 206 DEERFIELD BEACH, FLORIDA 33442 (954)4184940 FAX(954)418 -4941 CERTIFICATE NO.: LB6857 1215 WEST 19TH STREET HOUSTON, TEXAS 77008 (713)880 -0808 FAX(713)802 -1221 SURVEY ADDRESS: 389 N.E. 99TH STREET MIAMI SHORES, FLORIDA 33138 r FLOOD ZONE & ELEVATIONS: FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NO.: 120653- 0093 -J DATE OF FIRM INDEX: 07/17/95 LOWEST FLOOR ELEVATION: 11.58' GARAGE FLOOR ELEVATION: 9.24' REFERENCE BENCHMARK: DADE COUNTY B.M. # 3100 S.W. N-444, ELEV. =10.79' LEGAL DESCRIPTION: CERTIFY TO: 1. KIM & LOWMAN, LLP 2. ALAIN GONZALEZ 3. ATTORNEYS' TITLE INSURANCE FUND, INC. 4. BANK UNITED, FSB, ITS SUCCESSORS AND /OR ASSIGNS, AS THEIR INTEREST MAY APPEAR POTENTIAL ENCROACHMENTS: 1. NONE VISIBLE LOT 24, AND THE EAST ONE -HALF OF LOT 23, BLOCK 40 OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • • • • • a• • ••. • • • •••• • • • • • •••• • •• • ••.. • • • • _•••. • • LEGEND &•Ah REvitlibNVS: •t.... = ARC • • • • • • A/C = AIR CONDITIONER• • •R.L• • • = ANeE!&t. EASEMENT • • ;4$P.$.; = ASP%IM..i' • • • • B.M. • = BE,jVL` ts/41RK • • • B.C.R. = BRO'WARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE CONC. C.L.F. C.L.P. (C) C.B. C.R. D) D.B. D.C.R. D.E. ENCH. = CONCRETE = CHAIN LINK FENCE = CONCRETE LIGHT POLE = CALCULATED = CHORD BEARING = CABLE RISER = DEED = DEED BOOK = DADE COUNTY RECORDS = DRAINAGE EASEMENT = ENCROACHING ESMT. = EASEMENT ELEV. = FT.EVATION E.M. = ELECTRIC METER FND. = FOUND F.P. & L. = FLORIDA POWER & LIGHT I.P. = IRON PIPE I.R. = IRON ROD L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M) = MEASURED MAINT. = MAINTENANCE NO. = NUMBER N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS P.B. P.C. P.I. P.R.C. P.T. P.O.B. P.O.C. P.P. R RES. R/W T (TYP.) U.E. W.F. W.M. A = PLAT BOOK = POINT OF CURVATURE = POINT OF INTERSECTION = POINT OF REVERSE CURVE = POINT OF TANGENCY = POINT OF BEGINNING = POINT OF COMMENCEMENT = POWER POLE = RADIUS = RESIDENCE = RIGHT -OF -WAY = TANGENT = TYPICAL = UTILITY EASEMENT = WOOD FENCE = WATER METER = DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. THE PROPERTY SHOWN HEREON WAS NOT ABSTRAG IED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. 3. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 4. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. BEARINGS SHOWN HEREON (IF ANY), ARE REFERENCED TO THE BEARING SYSTEM USED ON THE SUBDIVISION AS REFERENCED IN THE ABOVE LEGAL DESCRIPTION. 8. FENCE OWNERSHIP IS NOT DETERMINED. CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 61G17 -6, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. JAS S N H. PINNELL PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA FINAL SURVEY (08 -0614) 04/15/08 S.V. UPDATE & TOPOGRAPHIC (06 -1922) 06/13/06 S.V. REVISIONS DATE CHK'D BY "SKETCH NO.: 05 -1432 1 DATE OF SURVEY: 03/30/05 CHECKED BY: S.V. FIELD BOOK/PAGE: FILE SIDE 1 OF 2 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency ,Nati onal Flood Insurance Program ELEVATION CERTIFICATE Important Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 Al. Building Owner's Name ALAIN GONZALEZ SECTION A - PROPERTY INFORMATION A2. Building.Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 389 N.E. 99 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 24 & EAST 1/2 OF LOT 23, BLK 40, P.B. 10, PG. 70 M- D.C.R. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude/Longitude: Lat. 25 °52.001' N. Long. 80 °11.388' W. A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosures) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 , etc.) RESIDENTIAL used to obtain flood insurance. 0 sq ft sq in Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. NFIP Community Name & Community Number UNINCORPORATED - 120635 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12025C0093 • B5. Suffix J B6. FIRM Index Date 07/17/95 B7. FIRM Panel Effective /Revised Date REV. 03/02/94 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* • •® Finished € onstructi®r* • • • • `A new Elevation Certificate will be required when construction of the building is complete. • • • • • •••• • • C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, ARG4l4AWA0.40.oraplete Iten G2•4 • below according to the building diagram specified in Item A7. Benchmark Utilized COUNTY Vertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) 9) • • • •••• • • • • •••• • Check the meas urinik?et used. • • • • • • • - ❑ meters (IS i err Rico only).... ❑ meters (ever o i ico only) ❑ meters (Puert Rico onl�)� • • • • ❑ meters (lint) Itico only)•• • ❑ meters (Puerto Rico onl% • • • • ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 11.580 feet N /A. ® feet N /A. ® feet N/A. ® feet 10.27 ® feet 9.9 ® feet 10.6 ® feet • • • • • • • • • • • SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name JASON H. PINNELL License Number 5734 Title PROFESSIO SURVEYOR & MAPPER Company Name PINNELL SURVEY, INC. Address - iiILLSBOR Signet BLVD, B-1 City COON CREEK State FL ZIP Code 33073 Date / O Telephone (954)418 -4940 `q I(4 �v FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 389 N.E. 99TH STREET City MIAMI SHORES State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LIN C2(e) AND _ TO NC UNIT IF APPLICABLE. 141 Signatu -11111111111' Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ® feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is E5. feet ❑ meters ❑ above or ❑ below the HAG. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name PINNELL SURVEY, INC. /JASON H. PINNELL, P.S.M. #5734 STATE OF FLORIDA Address 4855 WEST HILLSBORO BLVD, B -1 City COCONUT CREEK State FL ZIP Code 33073 Sisrtdtere • CitariNflts •••• •••• • • • • • • • •• Date Telephone (954)418 -4940 ••• • • • • •••• ... + • - • - - - - 0 Check here if attachments • . • • • • • • SECTION G - COMMUNITY INFORMATION (OPTIONAL) Thgloa19fficial #Wp`%sathorizetWayCor ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate•.Qgiygjete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. Gi +=]++rhe inforriuticor in Section C As taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who • ID authoti ;ek,bjlaw to (Artily elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G4 Ct • •4 com munitlr official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following itiformation (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 389 N.E. 99TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." if submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW • • •• • • r •••• • • • •••• • ••• •••• • ••• • • •••• • • •••• ••• •• • • • • • •• •• • • ••• • • • • •••• • • • •••• • • • •• • • • • BACK VIEW •• • • • • • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 on Numbe Inspection Date: 04/15/20 8 Inspi 3 ci,�`�i Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL APR 1 5 RECO Project: <NONE> Contractor: HOME OWNER R(,06-L851 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments 6 windows Passed Inspector Comments CC _ 1 9 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 14, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APP.ICATION FBC 2004 Permit Type (circle): MAY ®321 e.`1::("r Permit No. U6' 1, ` U — Cie Master Permit No. -2-es 1 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1#L A , e N z, 4 v Phone # Owner's Address a e,9 IQ E, cm, 5 City .4144; 3 S State Fl. Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 E 9 tiS € ` ST City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES ,/ NO Contractor's Company Name Dlaj h1'ee -- Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / 6CDC) Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration ['New Describe Work: eRepair/Replace ❑ Demolition (e k: 7-11 =e " jtr'= _s Submittal Fee $ Fees, CCF $ i 'j / CO /CC 4 Technology Fee $ .00 Zoning $ Permit Fee $ 7 1. A Q)--'°- Notary $ CO Training/Education Fee $ 0 43 Scanning $ .0 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 11(0 'Up See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At 14 I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE T() RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert ified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The forego' g instrument was acknowledged before me this ,( The foregoing instrument was acknowledged before me this 20 C $by MOO C;0701--(:)" , own to me or who has produced 1 � who is personally known to me or who has produced A identification and who did take an oath. as identification and who did take an oath. day of who is personally day of , 20 , by NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * *** * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * *'y, ,************************************* * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: L�ti� rJ 2A Z • DATE: 5. 3 -37. ADDRESS: 3 & e gq D� hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State Of Florida,. F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand:that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or' less. The building must be for your own use and occupancy. It tnay not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work underyour supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and • provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ati owner- builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If-for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial 7. I. understand that if any person gets injured° on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my.property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this By , NO i r' ( Ioitial day of , 20 Cri° who was personally known to me or who has Produced there License or as identification. MAY 0 3 00 BY: CI Y C •may: PY 6.) MJV►� ®� tA,Wo� KA. ®" r.Avo+' sT 109(( -M S 1- ..,ows Ic1 3 E t 9q sT MAY 0 3 2001 BY: -- - - - - -- o- - - - - -- Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: :d s ci , /�� -4 ',J (Permit No. 6,) 7--�9 ' Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF 75 x 5 (p N`� (� tiE 5 1 (A):i Doc OS- oQ3o.03 62 CQ.Z 6 Z. w 3 ` __,_ 4 7 s 1 5 C® ttl'o / — .r Q PLitto . al_ (2lge ®1 -75 >(.5 k, 1 C i a • ••• • • •• • • • • • • • • • • • ••• • • • • • ••• • • • .•• • • • • • • • •• • • • • • • • • • BUILDING CODE COMPLIANCE ^FTM'a" e� ^� • • • • • PRODUCT CONTROL DIVISION • • • •• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • • • • • METRO -DADE FLAGLER BUILDING • • • • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 Itit05) NOTICE OF ACCEPTANCEilk6 .) • •• ••• •• • • • TRACO Security Windows & Doors, hie. . . 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: • • • www.b din odeonline.com � MAY 0 7 • BY This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/03 with revision "2" on 12/21/05, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1120.03 and consists of this page 1 and evidence pages E -1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by 'Rr � z, P.E., Director, BCCO 312 NOA No 05- 0930.03 Expiration Date: March 17, 2008 Approval Date: March 23, 2006 Page 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TRACO Security Windows §z Dggrs, I$C.. • • • • • ... .. .... . .... ... . ... . NOTICE OP XGC;EPIARGN EVIIJERCE SUBMITTED A. DRAWINGS 1. Manufacturer's die & • • • • • • • • �'Y��S �� sCcG�Dns••. 2. Drawing No 05- TRH- D(n,{3; titldd :Coastal -240 Single Hung Window Large Missile Impact Resistant'', Sheets 1 ttliougfi 3 of 3, prepared by Frank L. Bennardo, P.E., dated 01/13/03 with revision "2" on 12/21/05, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports onl) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/99, signed and sealed by William R. Menner, P.E. and Henry Hatteni, P.E. With addendum letter dated 2/23/00, signed and sealed by William. R Menner, P.E. "Submitted under NOA# 02- 1120.03" 2. Test reports onl) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. "Submitted under NOA# 02- 1120.03" C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 09/22/05, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Complian ce (B E -1 erminio F. nzalez, P.E. erector, Building Code Compliance Office NOA No 05- 0930.03 Expiration Date: March 17, 2008 Approval Date: March 23, 2006 • ... • • • ••• • .. • • • .. .. • • • ••• • • • • • • • ... • • • • • • • • • • .. • TRACO Security Windows Ants, Ince ... . ... ... .. • .. . NOTICE O kets P'IZ4 T 0 EVME,NCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acce CERTIFICATION:. � � " ptace �j j Q4 ZX.03.issfcd to Elco Industries, Inc. for "Tapcon Concrete Anchors" Ja!eci 02/09f6 eIguin. on 01/08/11. 2. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex IIIG PVB Polyvinyl Butyral Interlayer" dated 01/08/04, expiring on 05/21/06. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/06, expiring on 12/11/10. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/05, signed and sealed by Frank L. Bernardo, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1120.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung Window — Impact Resistant, approved on 02/06 /03 and expiring on 03/17/08. E -2 erminio F. Go : ez, P.E. or, Building Code Compliance Office NOA No 05- 0930.03 Expiration Date: March 17, 2008 Approval Date: March 23, 2006 14" MAX AT IAMBS 1 d TYPICAL ELEVATION 1/8' ANN. GLASS .090 INTERLAYER SAFLEX PVB LAMINATED BY SOLUTIA' 1/8° ANN. GLASS SILICONE DOW CORNING 1199 014 viriv 6° MAX AT IAMB CORNERS \ a° MAX AT MTG RAIL) 5EE CHART FOR NO. OF ANCHORS PER IAMB G}'y° MAX AT IAMB CORNERS WIDTH HEIGHT G P y' EXT. ( +) INT. ( -) 19 1/8" 4 2 62.0 62.0 26 1/2" 4 2 62.0 62.0 37" 26" 4 2 62.0 62.0 53 1/8" 4 2 62.0 62.0 19 1/8" 4 2 62.0 62.0 26 1/2" 4 2 62.0 62.0 37" 38 -3/6° 4 2 - 62.0 62.0 53 1/8" 5 3 62.0 62.0 19 1/8" 6 2 62.0 62.0 261/2" 6 2 62.0 62.0 37" 50-5/8' 6 2 62.0 62.0 53 1/8" 7 3 62.0 62.0 19 1/8" 7 2 62.0 62.0 26 1/2" 7 2 62.0 62.0 37" ST 7 2 62.0 62.0 53 1/8" 7 3 62.0 82.0 19 1/8" 7 2 62.0 62.0 26 1/2" 7 2 62.0 62.0 37" 63° 7 2 62.0 62.0 531/8" 8 4 62.0 62.0 19 1/8" 7 2 62.0 62.0 26 1/2" 7 2 62.0 62.0 37" 741/4" 7 2 62.0 62.0 53 1/4" 8 4 62.0 62.0 1/8° ANN. GLASS .090 INTERLAYER BUTACI TE PVB MFG. BY 'DUPONT' 1/8• ANN. GLASS SILICONE DOW CORNING 1199 5/16° OVERALL LAM. ANN. GLASS 5/16° OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN' LAMINATED BY TEMPGLASS' GLAZING OPTIONS L® °MTG RAIL° INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) O °TOTAL° INDICATES TOTAL NUMBER OF ANCHORS AT EACH JAMB (INCLUDES °MTG RAIL° ANCHORS) TYPICAL ANCHORS: 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cda1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 308 - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DAOE COUNTY PROTOCOLS TA5 -201, TAS -202, & TA5 -203 AS REFERENCED IN TEST REPORTS 40713.01-99 BY AMERICAN TEST LAB (ATI.) & #2364 NY, • FENESTRATION TESTING LABORATORY (FTL). MULTIPLE UNITS MOT • BE INSTALLED USING MIAMI -DADE COUNTY BCCO-APPROVED • • • • STRUCTURAL MULLIONS. • • • •• • • ••• 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT • • • PROVIDE INFORMATION FOR A SPECIFIC S 5!. •FPJIe5!T8 CONDIT ee • DIFFERENT FROM THE CONDITIONS DEL` ;y3 A LICENSED ENGINEER OR REGISTERED ARCHITECT . •��• 1', SITE SPECIFIC • DOCUMENTS FOR USE IN CONIUNCTION WI1V IFA)OCUMENT. • • • • 6. PERMIT HOLDER SHALL VERIFY THE ADILN1414 NF THE EXISTTIV• • • • STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS W000 BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY RO8TRAIIEFER LOADEiTO • THE EXISTING STRUCTURE. • • • • • •• •• •• •• 7. PANELS GLAZED WITH 5/16° LAMINATED GLASS (BY 'GUARDIAN' OR TEMPGIASS') ARE LARGE MISSILE IMPACeYeEeSIMMAND DO NOT • REQUIRE IMPACT RESISTANT SHUTTERS. • • • • • • • • 8. ANCHORS SHALL BE INSTALLED AS PERi4ANUFACTUR B S • • SPECIFICATIONS AND SPACED AS SHO ANCHOR • • • EMBEDMENT TO BASE MATERIAL EXCWD �t I%R WALL • • • • DRESSING. • • •• 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED 410 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD 3/16° TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 261 WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD 3/16' TAPCONS (BY ELCO) OR EQUIV. (ONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 6Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. YROBLICIAEVI88D ranpgywithin/WO - 092403 iii► ,3 u r. a ••I ••• • • • ••• ;t•4 Agga zz Q t • 'O z d �e .^I As *Ili X11: • !•••i•• :' • • r3 2 2 d 05 -TRA -0003 PAGE BGALE, DEScRIPTIVN, 3 J Q.1-4_,.,) 12 0 WINDOW HEIGHT D.L OPG. NT HEIGHT e a 47YVICAL ANCHORS SEE ELEV. FOR SPACNG • TYPICAL ANCHORS SEE ELEV. FOR SPACING 167 OR 2BY WOOD BUCK 8 050 - 00-569 4/ LIE GLASS STOP 6063 -T6 ' 9 012 - 00.835 AS REQD. FRAME ASSEMBLY SCREW 98 X 1° PHPH SMS 10 012.00 -835 AS REQD. VENT ASSEMBLY SCREW 98 X 1° PHPH SMS 11 046 -00 -098 AS REQD. WSTRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046-16-102 12 SETTING BLOCK ,10° X .30° X 1 -5/8° LONG 5° FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE pow 1199 14 007 -10 -016 2 SWEEP LOCK (AT 6-3/4° FROM ENDS) ZINC CAST MARBOLLO INT. 15 046 -16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5 /8° BOX) 16 050-00 -718 1 SNAP LATCH 3° LONG W/ SPRING 6063 -T5 L AT MID WIDTH • 17 046 -00 -010 AS REQD. MB VINYL • IF •- WIBORG • • • 18 - - •• • • • 19 - - - - •I 20 047 -00 -019. AS REQD. FIN SEAL PILE • AMESBUR 18010 01101 EQUIV. 21 012-00-130 4 MTG. RAIL ASSEMBLY SCREW 910 X 1° PIMA, S • IBY OR 25Y WOOD BUCK L 1 VENT WIDTH • • • •• ••• • • •• • • • • TYPICAL 638]S, • • • • SEE ELEV. FOR SPACING 1/4••• • • • • • Al 11IN - .\1ll \1\111�,1\1l1 .11\11111•1I' AI L 0 ' _ 111 ��1�inynvlxlcon}mn•,1Vi11Ai1�- 0�� •C if w �, O D.L 090. WINDOW WIDTH EXTERIOR • •••• • •••• ••• • • • •• !ROOKTRBYISED at usirltiplasi the SUNK s� eset OS- 0930.D3 �j4 /�TrE7r.�i • CAI• • 4;2 ^ !z9 • • ▪ 111••• • • d d 05 -TRA -0003 PAOESCALE:- DESCRIPTION: 2.625 1.750 1.875 1.028 1.681 O MEETING RAIL 1.312 r-1.859 062 77P. 2.062 078 -� .875 O BOTTOM VENT TOP RAIL BBB .125 I .875 .238 - L- O GLASS STOP 1.625 1.930 I `I - •062 TYP. 2.623 b ,937 O BOTTOM VENT BOTTOM RAIL T2 2.781 .374 .062 IYP. - - 1.281 H1.750 --d 2.625 - O FRAME IAMB .500 .0627YP. .750 L- © SASH SIDE RAIL .0 FRAME TOP CORNER FRAME BOTTOM CORNER • • VENT TOP CORNER • • • •• • VENT BOTTOM CORNER •••• • • •••• • •• • • • • •• • • •••• • • • • • • • •• • •• • •••• • • •••• ••• • • • • • nopplAeMevisee Ra•s•Zoblubo Haft OIS §Oo z�'zF X 818' W1 Z -° ODaOi LOA ••4 4pa gyrca� \‘1,, t� • • •q ••• •• 3�rr 041 ••• • z d 1 OS -TRA -0003 PAGE 60ALL:. DESCRIPTION: 3 • • .. •• • • • • • • • • • ••• • • • • • • • • • • • • • • • •.• • • • • • ••• • • • • ••• • BUILDING CODE COMPLIANCE OFIACt (13GCQ) PRODUCT CONTROL DIVISION ; • • • NOTICE OF ACCEPTANCE (NOA) ••. • • • • ••• •.• • • . • • • • • • • • • • • • • • MIA MI -DAB E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 .• • • • I. ••• 41410 • •••• TRACO Security Windows & Doors; In,s.' • • • • • ' • 5100NW72Ave. •• • • • • • ••• ••• Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -0$A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99- 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 TYPICAL GLAZING PRODUCT 1 X 2 X 1/8° ALUM TUBE 1 X 3 X 1/18 X 1/8" ALUM TUBE 1 X 4 X 1/18 X 5/32" ALUM TUBE J, 6.000 2.000 3.000• 4,D00 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1, STEP 2 STEP STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE ANCHOR TYPES ON SHEET 3, AND ANCHOR STEP Q ON USING SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RAGS MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1,000 1 E^9 . DR. FAR000 STRUCTURES FLA. PE # 16257 DEC 122001 • • • • • •• • • •••• • •••• �� r3 • i•••• CO z t4 • ••• • • • UT •• •O •••• •••• • • • •••• •••• • • • • • •• •• •. •• • • •••• • • • •••• RECTANGULAR ALUMINUM IUBB BULLION$. • USING MULLION PROPERTIES ONLY • • 1. 2. 3. 4. NOTES' ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. ANCHOR ODY�C ��, 11 E ETC.) SHALL BE BEYOND ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. AU. MUWONS TO BE ALLOY 6083 -45. PRODUCT RENEWED AOCSPTANCEN O / -r2 /8. d/ n1rOV,noN OA way 2 2-007 By ` PRODUCTCONTROLDIVISIQN BUILDING CODE COMPLIANCE OFFICE ••• •• • • •• • • 2 0 la 9 0 R 0 drawing no. M95 -08A sheet 1 of 3 • • •• • • • • 9 AZ 20 MULLION LOAD CHART 1'.E•.1 /8 ALUM TIME N1 STEEL 619 ■\M71■MI-P ;+ % •AWE■ M1111111=1\ \■ �► \V■\ \�;iiil'1� ■\ \`ilia,, \� \■ • 30 40 BB 60 70 BO TRIBUTARY WIOTM - INCHED ANCHORS TYPE AS. CRC i GLAVNG PRODUCT VERTICAL MULLION GLAZING PRODUCT W1 ANCHORS 0.8. OR C W2 TRIBUTARY WIDTH = Wf + W2 2 ANCHORS r TYPE A.B. OR C rHORIZONTAL MULUON GLAZING PRODUCT GLAZING II GLAZING PRODUCT MUWON SPAN 1 ANCHORS 'A& OR C 9 b• MULLION LOAD CHART 1".0" ALIM. TLEIE N iRm rN3 -®13 UL SO TA 70 co GO 60 '72 00 TRIBUTARY WIDTH - INCHED g • MULLION LOAD CHART ' ]••" KIM TUes ■l \IR ■ ■0■■1I�1�1 1mia1<I\1■mumm N\■ 11 •■1\1.011■■■oi\ "■111,,.■■. ■.a11 1111■8.1MIM ■■■y ■1R■■ ,1_\, ■MMIMI311111■■ ■111 i■iIN■■i ■■■ ■ ∎;ia \ ■ ■► MIEM \ \■1 ■MERIMU \ ■■ 111 11111\1111\1 ■. 70 20 - 40 GO 60 72 B0 TRIBUTARY WIDTH - INCMCS ANCHOR LOAD CHART ANCHORS TYPE A ►�Niniiiii A\\\V'maim new ommammummomm MENMEMUMEMEM WPMMNMIONMEMME MANNOMEMEMMEM MOMNRROMMMEMPI 20 32 40 so 60 70 90 TRIBUTARY WIDTH - INCHES TYPICAL MULLION ARRANGEMENTS I P 2 6" • m MULLION LOAD CHART 2 ".4•.110" ALUM. TIRE; ,S0 -5 • cam. GDP =jkl g-gilir.ial ■111„1a®0.1M■■►V■ •\11111►\ •MVC.•1\M■ 11t ■1111111t ■il,■ ■►V■ u•11n1•■12111■1101■ ■1■ ■1•1111M■■ \\■n■ 1\.111■ \11.\■1aa1•V ■\\ ■ ■\t• ■\■■B ■ \ \!S ■ ■ ■ ■■ ■V■ OFIRMITAIiI'■■ ■■tea 1•11� •1.11.•111911♦■■ 20 30 40 60 60 '70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ANCHORS TYPE B 20 30 40 50 WI 70 B0 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, Engr. GR NUMAYOUN PIR000 STRUCTURES RA PE Q 18587 G DEC 1 2 7001 3 -Jm J bm m MULLION LOAD CHART 2'.6'31/8" ALUM. TISE u,■■■'m •_.. —" ` -1■•w ■ ■■►'1 II1.■R11■\1■■\`iiiil11■ i ■i \1■ ■ice ■I•i■ ■■ ■►� ►u ■a�►�I!111!11►�a!!!!11■ 1V1I'1�1♦■ti■, ■ ■■.■ ■111111\,.\,■ ■,■■1,■ ■,■►L`.11•■i\ ■■► ►1111■111MIN■ ■M■.►.■ \1■‘1 ■ \ \■■.■ ■►MI .111111M■01•101■■1113 ■ ► \i \ii \:iYi \ \ ■■ ■ ■!.1.1.\\■ \\■ ■.\\>n ■1M1M■■► ■i■MIMMR■\111■ ■.■11011■,E1101■\'. ■ •■■. \17Mi'iii 20 30 40 Si sEO 70 TRIBUTARY.WIDTY - INCHES. • . • • • • •• . ANCHOR • T UMMWORINSIMMM MalnalrFFPNWII LIEMIGNIMINXIX Emoulariakiiimiggiri MMEMEMMEMN 1.1111.11 OOMM`M MEMM\\\M\ 1111111/ ANCHORS TYPE C acT -c 20 30 40 GO 60 70 20 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED ACCEPTANCE No. Ohl Z1$.01 By 2331RATTONUATETAn Rfl 2a3 euao cDEITZo orroam IIANCEOiTRCE • .� 1 ••• !n / 3 ••• 7 • • g •••••• W • 3 •4!° •• • • •• I Z 5 7 •a O p ml ffi 1 k drawing no. M95 -08A (sheet 2of 3 )I • • • • • • ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' NOTCH WOOD SUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 2 X 2 X 1/8° ALUM ANGLE 14 S.M.S._ 2/ ANGLE 2 X 2 X 1/8° ALUM ANGLE # 14 5.M.5. 3/ ANGLE II IlII %1,M111g1111JOV. MUWON MUWON MUWON 2 X 2 X 1/8. ALUM ANGLE 2 -5 /8° LONG 14 S.M.S. 1 -1/2° MIN. vow INTO W000 1/ ANGLE MULLION 2 X 2 X 1/8° 2-5/8° M NOLE # 14 S.M.S. N. EMBED INTO WOOD MULLION 1/4" 0 TAPCON 1 -1/4° MIN. EMBED 2/ ANGLE f S1lI1ipIIII1111111➢I I I I Ui# 111%1 ° CONCRETE OR CONC. FILLED 8L0CKS • • •••• •• • • ••• • • • •• • 2X2X1/8" • ALUM ANt •••S • 3 -5/8" LONG • •• • • • •• III • i.`S• -•.• • Pill•••• • • =lap 111lli1111t141111 \\111, r•••• :elio IC0 • 2: h4• ,'. �115141III \IIIInII1111 \1IIIP • • • • •••-• MULLION WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. -°j .718 I —I 322 TYP. 14 S.M.S. 2/ ANGLE Engr: DR. RRU T FAR00p STRUCTURES FLA. PE Q 18557 1.625 NOTCH ANGLES TO MUSS MARBLE SILL OR TRIM PRECAST CONC. SILL 3/16 DIA. TAPCON 1 1/2° MIN. EMBED 1/ ANGLE 3.000 MULLION CLIP (ALT. TO ANGLES) THIS CUP TO FLOAT INSIDE MULUON (NO SIDE FASTENERS R000.) DEC]290111 PRODUCT RENEWED ACCEPTANCE No.O(- !Z-i' g•�b_I�_ �-� EXPIRATION DA s%L , By PRODUCT OON'TROL D1 W3[ON BUD.DINO CODE COMPLIANCE OFFICE drawing no. M95 -08A sheet3of 3 • • • 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • Inspection Date: 12/05/2007 Inspector: Devaney, Michael Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER gococo As) Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration C1- Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments Tuesday, December 4, 2007 Page 2 of 2 ®� 410 Passed, Inspector Comments P72_ Failed 4110 .5 V e Ll 5 AJ . j`//-Tha'4,— g3-- fiPAI air i Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, December 4, 2007 Page 2 of 2 BUILDING PERMIT Al FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0-7 /09t 1 Permit No. P. PLICATION /C)6("1'Le/‘ Master Permit No. r-CJOCQ ?$ t/ I IMOMEV'Mri JUL 0 6 2007 BY:_ftCA✓ Permit Type: El ctrical Owner's Name (Fee Sii pie Titleholder) A 6)0A7A-4..Cz Owner's Address 5e39 �IC 99 cc , City /%%aq-� c 0.--CS State Phone # Tenant/Lessee Name E- MAIL:. Job Address (where the work is being done) City Miami Shores Village Zip Phone # gt3 o q9s! FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name A -- Contractor's Address NO Phone # ■f City 1 State Qualifier Name State Certificate or Regi tuition No. E -MAIL: Architect /Engineer's N Value of Work For thi Zip Phone # Certificate of Competency No. me (if applicable) Permit $ Type of Work: ❑Addition ❑Alteration Describe Work: Vo Phone # Square / Linear Footage Of Work: ew ❑ Repair /Replace f?‘.0 /4-10 Le • ❑ Demolition icitaca ** • Submittal Fee $ Notary $ c " Scanning $ 5.00 Bond $ (xxrrxx*a:xx xxxxxxxxxxrxxrxxxx Fees * 'c'c x'Y'rx'c'a'c* xx'4i:***Yicicic'4i *** Permit Fee $ /0'®,®m/' Training /Education Fee $ ©' 2-0 Structural Review. $ Radon $ DPBR $ CCF $ ©'COO CO /CC Technology Fee $ 9 00 Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ I (I See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection, fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 9 The foregoing instrument was acknowledged before me this I day of --01- , 200{ , by AIliM Ca011e -#.Z day of DIY , 20 67 , by /OM -eivi& toX who i sonally kns n to me or who has produced why is personally known to me or who has produced As identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: xxxxx x xx* xxx xx * xx x xx� Sign: Print: My Commission E wxxxxxxxxxxx 4:xxiexxxx xxxr.. w i.*; �'- --5 errxxxacxxxxxr. APPLICATION APPROVED BY. (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/10/2008 Inspector: Grande, Claudio Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PAVERS AND BRICKS SERVICES CORP Mbtfit- Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New eL. Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Phone: (305)986 -2544 Building Department Comments NEW DRIVEWAY WALK WAY AND PATIO BRICK PAVERS ON A SAND BASE 'JAN 10 2000 Passed it Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 9, 2008 Page 1 of 2 BUILDING PERMIT AP FBC 2004 Permit Type (circle): Miami Shores Village h1O-11Cr1 gib. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEIVED LICATION NOV 0 2 2007 13YLVA____ Permit No. Master Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple �Titleholder) �,L f � 5- Cy) 0'2 5 Phone # Owner's Address 3 City E.L n A L Tenant/Lessee Name State 9 FL Roofing 3o$ 986.25 W. Zip 3313,Y Phone # Job Address (where the work is being done) 389. ft/6 9ci S{ City Miami Shoes Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Zip 33133 NO -- Contractor's Company Name '1 V DIA/4( tij) i/}UC%s &1714-...> Phone # �� ''� t° /o) Contractor's Address 4( 5 j A! E 0 51 , City E RS :TA L State Fe._ Zip 33I,S , Qualifier Name QL D_ FA ( ,vi)e Z State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # 7g .j jY- Certificate of Competency No. Oa- J.5 CO6 72 Value of Work For this Pe mt: $ . -, Phone # Square j Linear. Footage;' Of, Work: /• 'ei9De Type of Work: DAddition DAlteration Dew Describe Work: NC-�v �i2�Vc 11V4 — 1rtso -4L, ❑ Repair/Replace 4 ..A°D, riT o V s /- ' /id id:- ❑ Demolition * * * * * * * * * ** Submittal Fee $ Notary $ ! ®y� T V1 Scanning $ `OD *** *** **** **** * * **** *,* ** *** Fees*,*******,****** * * *** * ** * ** * * ** * * ** * *** * * * * * *,* Bond $ Dt0 # 5 Structural Review. $ Permit Fee $ /SOpo ining/Education Fee $ - 40 CCF $ 4-1,c) CO /CC Technology Fee $ ()15 Radon $ = DPBR $ Zoning $ Code Enfarcem44$ Double Fee $ 1 r; py Y,, e lL t IL JUE Total Fee Now Due $ 3/4(0 • (9" • See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature /1► /�,�� Owner or Agent The foregoing instrument was acknowledged before me this `2, day of Avg irribqi 20 7, by who is personally known to me or who has produced9:P ).--?Cc '40 As identification and who did take an oath. NOTARY PUB : N01`ARYPUBLICSI'ATE OF FLORIDA NOTARY PUB )ComtnissloD #DD 49584 AY.Eapires: MAY 08, 2010 u etuNTIc aoxnnvo co,, INA Co The foregoing instrument was acknowledged before me this day of MOM blr ,20O7,by P, NO 7) F. who is personally known to me or who has produced as identification and who did take an oath, NOTARY PORT -ST T?ARIDA ...•.,, Larry rch iCom ' ic.:: ...x549584 MAY , 3, 2010 .NO CO,JN Sign: Print My Commissionf xpires: A 0 APPLICATION APPROVED BY: (Revised 02/08/06) Sign. Print: © My Commission , fires: 6� t�( ze Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO DS -11 -07 -2234 :..... ............................... eleSs Issue Date: Not Issued Expires:111 12999 Folio Number:1132060135540 Owner's Name: ALAIN GONZALEZ Owner's Phone: 786/277 -9756 Job Address: 389 99 Street NE Total Square Feet: 2400 Miami Shores Village, FL Total Job Valuation: $ 7,000.00 Contractor(s) Phone Primary Contractor PAVERS AND BRICKS SERVICES CORP (305)986 -2544 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/6/2007 : Yes Comments: NOT MORE THAN 20 PERCENT OF REAR YARD MAY BE COVERED BY BUILDINGS OR PAVING. 11/06/07 NEW PLAN OK 10 FEET WIDE WITH2 FOOT FLARES MAX ccmi �l�oNeJ Uiu 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (3051795-2207 Fax: 130.0-756 7$972 /l/ CTION WITHIN RIGHT OF WAY WHEREAS, 9 T e � t .1/j . v/J 2I Lt$ , hereinafter referred to as the Owner of the (owner) following described property: Legal description/foliol: Lot 2 LI /7/v 112 2 3 Block Subdivision NA N; I 9K0 ; s G il�✓� ��(` Tax Folio #: requests permission to install: Asphalt, concrete, brick pavers [ 1 Landscaping [ 1 Other within the public road right of way of `9 7 Si (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: t • To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. if it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid, The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which Inay rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running wirh'the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or [iis fully authorized representative). SIGNED, SEALED'; EXECUTED ANb ACKNOWLEDGE on this `. day of OV' h° r 2°07 SIGNED. SEALED AND Notary Publ Print Notai N ,' a My rommisslon aXPIres: 133.01 -017 Mule a ELIVERED in the presence of: (owner) A-1- ® ALR2 POBLTC•STATEOFgfittllavas; I ''"2' J. March 549584 8,2010 :Z rxRU mane BCiall+ \G CQ, UG ▪ • •.• • L via el ry ��•'6� .: • • • .. Scale: 1" = 20' • • • • ••. • • • • • • • • • • • • • • • • • • • ••• This Survey Map is not valid without the gignature raisO. seal of a Florida Registered Land Survnpr Mapper. • • • • • • • • • • • • • • • • • • • • ••• ••• • • ••• • • FD. 3/4° I.R. RECEIVED NOV ®2l! • BY: •. • • • 15' ALLEY (UNIMPROVED) • •• ••. • •.•• • • • • ••. 78.43' M. 78.07' P. •• • • •. Page 2 of 2 Survey Number: 9284 See Reverse FD. 1/2" 1. 35.00' 25.00' 53.07' THE E1 /2 OF LOT 23 BLOCK 40 REMAIN OF LOT 23 BLOCK 40 10.01' ZONING DEPT 19.59' BLDG DEPT 25.36' ECT TO COM C I! TH ALL F LES AND REGU 9.75' TWO STORY RES. # 389 10.54' 19.38' 9.75' 11.37' 13.27' v 14.46' C -1 L= 39.30' R= 25.00' A =90 °03'46" Tan = 25.03' FD. 1/2" I.R. 1/2° I.R. e5' CONC SDWK 25.00' FD. 1/2° I.R. PT 78.19' P. 78.21 12° I.R. S)DE r WALK, 22' PARKWAY 10' ASPHALT PAVEMENT, N.E. 99th STREET 75' TOTAL RAN Surveyors Nora: 1. No visible encroachments and.lor easement violations were observed at the time of this survey. LEGEND & ABBREVIATIONS, A= ARC DISTANCE . LENGTH t oFI033ETE AX:' AIR CONDITIONER AE.= ANCHOR EASEMENT ASPH= ASPHALT D.B.° DEED BOOK REDO= SUIA0 !'d:V., L-LEVATION CM.+ CrAcRETF. MONUMENT CIF CHAIN FENCE D.E.. DRAINA(LE EASEMENT CH= CHORD ILL' B.M.= BENCH 3,RI< [3.131 k.- DRAINAGE 8 MAINTENANCE EASEMENT B.C= BLOCK CORNER D.= DESCRIPTION OR DEED ENCR.= ENCROACHMENT B. R= UTAHINOREFLPENCE /'CAI CLLA1 e1 F N.= FOUND NAIL F.O.H= FOUND DRILL HOLE F.I.P.= FOUND IRON PIPE F.I.R.= FOUND IRON ROD C CAICH BASIN ED.= FOUND F. P. K.= EOUNOPARKERKALON NAIL F.F.= FINISHED FLOOR M.H. =MANHOLE 13311113013 FL= RADIUS CENTRAL ANGIE/DLL I'A ea DEG = et oleo BEMINO 3L= CLEM ¢ = CENTER UNE N.R.= NON RADIAL C.B.S.1 CONCRETE BLOCK STRUCTURE -ft-et- WOOD FENCE CA1V = CABLE UTILITY BOX M.= FIELD MEASURED ft= MONUMENT LINE ® COVERED AREA RAD.3 RADIAL ® CONC. BLOCK WALL TYI=. N.T 0. NOT TO SCALE 0.11.3= OVERHEAD UTILITIES O.R.B.' OFFICIAL RECORDS BOOK SEC= SECTION -8 -X- CIWIN LINK FENCE IL= PROPERTY I VIE P. = PLAT P.P.= POWER POLE P.D.' PLAT BOOK P.C.= POINT OF CURVATURE P.S.M.= PROFESSIONAL 0111IVEYOR AND MAPPER P.T.= poINT OF TANGENCY P.C.C.= POINT OF COMPOUND CURVE P.01.= pOINT ON LINE P.R.C.= I'DIN1 OF REVERSE CURVE P.O.IT' PLUM DP BEGINNING PAC= POINT OF COMMENCEMENT P.C.P = PERMANENT CONTROL POINT PAM= PERMANENT HLFEITENCE M0NUMEN1 REC.= RECORDED DIMENSION RAN= RIGHT 01 WAY SLR, SET IRON RODE CAP 5WK =SIDEWALK TEL.= TELEPHONE FACBIRES TX= TRANSFORMER TB M.= TEMPORARY BENCHMARK 108= TOP OF BANK TYP. TYPICAL T.= TANGENT TW5' TOWNSIBP U E • UTILITY EASEMENT WAL= WATER METER W.C.= WITNESS CORNER W.F.= W000 FENCE 00.00' EXISTING ELEVATION F. O.W = EDGE OF WATER It= WOOD DECK • /•\ ASPHALT PAVEMENT 70' TOTAL R/W ■dalys C_ Bello, PROFESSIONAL SURVEYOR AND MAPPER 12230 S.W. 131st Avenue, Suite 201 Miami, Florida 33186 Tel: (305) 251 -9606 Fax: (305) 251 -6057 Boundary Survey Property Address: 389 N.E. 99th Street Miami Shores, Florida 33138 Certified To: • • ••• • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • •• • • • • •• ••• • • • • • •• • • • •. • • • • • • • • • • ••• •• • • ••• • • •• • •••• • • • ••• • • • • ••• • • • •• ••• •• Alain I. Gonzalez; ; ; , its successors and /or assigns, as their interests may appear. Page 1 of 2 Survey Number: 9284 See Reverse Flood Insurance Rate Map (FIRM) Information: Community Number: 120652 Panel Number: 0093 Suffix: J Flood Zone: X Panel Revised Date: 03/02/94 Notes: 1. Legal Description provided by the client. This survey does not determine or imply ownership. 2. Examination of the abstract of title will have to be made to determine recorded instruments, if any, affecting this property. 3. Unless a comparison is shown, all measured bearings, angles and distances shown along the boundary lines are same as platted values. 4. Elevations and vertical data, if shown are referred to N.G.V.D. 1929. 5. Underground utilities, footings, and /or underground encroachments are not located on this survey map. 6. Fence ownership not determined. Apparent fence clearances and /or encroachments are noted by visual means only. 7. No identifications caps found on recovered monuments, unless otherwise noted. 8. This survey is exclusively for the use of the parties to whom it is certified. 9. Additions or deletions to this survey map and /or report are prohibited. 10. This survey map is not valid without the signature and original raised seal of a Florida Registered Land Surveyor and Mapper. Legal Description: Lot 24 and the East 1/2 of Lot 23, Block 40, AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1, according to the map thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. DS-11-07-2234 &omit • • • • Issue Date: Not Issued Expires:Not Issued Folio Number:1132060135540 Owner's Name: ALAIN GONZALEZ Owners Phone: 786/277-9756 Job Address: 389 99 Street NE Total Square Feet: 2400 Miami Shores, FL 33138- Total Job Valuation: $ 7,000.00 Contractor(s) Phone Primary Contractor PAVERS AND BRICKS SERVICES CORP (305)986-2544 Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 11/5/2007 Comments: NOT MORE THAN 20 PERCENT OF REAR YARD MAY BE COVERED BY BUILDINGS OR PAVING. vAspl, 4sttl NOTICE OF COMMENCEMENT A WORDED COPT BE POSTED CN THE .O8 SITE IR 1815 OF IIRST INSPECTION 1 PERMIT NO D3 I 'G4X FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby elves notice that Improvements will be made to certain rest property. and In 'accordance with•Chapter 713. Florida Stetutss, the folloWb g Infomadion Is provided In this Notice of Cashm.neement • • • • 11111111111111 111111311 CFN 2007R1062825 UR Gk 26028 Ps 0727; (1ss) RECORDED 11/02/2007 13:44:26 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE RECEWED NOV 15 ZU01 BY: /05 . Legal description or property and street/address: A7 T 2 `( /1-44b l /2 <of 23 43• l-ccJ( ' 7 2. Description of Improvement YJ - 3. Owner(s) name and address: _et LA) " T co,v Zvi GE S — 389 N C 4'9 5 �' •( t� i �l`a't't�5 r 1 3i_3iQ interest in property: X es 7'`/i- .L Name and address of fee simple titleholder: H 13)-eic1C 4. Contractor's name and address: =� 5'5 /1./ ` `?o 8. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 8. Lender's nine and address: cod ,..rverzs 'a c s vi cc5 contractor, w art TE OF = - IDA, COUNTY OF DADE CERTIFY that this is a e copy of the 7. Persons wlthln the state of Florida designated by Owner upon provided by Section 713.13(1Xa)7.. Florida Statutes; Name and add: be sery ©2_1R_ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b). Florida Statutes. Name and address: • 9. Expiradon date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a diferertt date le specified) Manic re of Owner Print Owner's Name AZA i N S. co,vg. Prepared by `PAt.i 10 'R w5 swan to and .• - - before rrw 1" ,dayNb�6er zo • . / i►OSr.TCSrAi'6ar Addle= y;S /ye. 30 sf Noisy Public GouvIzaJ. L -6 Print Nome ll �" '' a ,. pA': 3os_ W6 . S (ft/ My .. expires: fr►�'iY�iT.1 >r taaor.a IA014 sm Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/10/2008 Inspector: Levrock, James Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: STATEWIDE SEPTIC CONNECTIONS 4,5sS 1 Permit Type: Plumbing - Residential Inspection Type: Final ammo* Work Classification: Septic Phone Number 786/277 -9756 Parcel Number 1132060135540 Block: Lot: Phone: 305 - 661 -6633 Building Department Comments SEPTIC TANK AND DRAINFIELD FOR ADDITION NO BOND SINCE ADDITION IS TO BE BUILT HOWEVER OWNER IS RESPONSABLE FOR ANY DAMADGES � /7 VA Passed Insp \, t, omments 4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 7, 2008 Page 1 of 2 DIVISION OF Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 481h St. Suite 175 Miami, FL 33166 Inspector Date €:)2.- ,b-th, 7 Address 3`69 PC- 99 9 OSTDS # Comments: o 't, Ch© aIBa 991££ 'Id `1tus1141 SL1 *11ns '18 y,817 AAI3 69LL 'IOISTAN )IUB1, a pdasimi SO ;uauwedaa 1pp ag 4)uloD apea- luxenAi wean 3Q ;uauq isdaq eppou ssaippy 0 i ooadsul Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( 305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) State Owner's Address 7) City Tenant/Lessee Name Permit No. Master Permit No. !, JAN 2 3 2007 Li ,Y:,I pLo7-14 krc,01-2-51 Electrical Plumbing Mechanical Roofing rL Zip 3 ) , Phone # Job Address (where the work is being done) L E City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO r Contractor's Company Name ," C N �� c - TrktLi:- 4 -to e# Contractor's Address 1(41 City f H rv' ) q, Qualifier Name t s State Certificate or Registration No. cad 2 State L Zip "= Phone # Architect/Engineer's Name (if applicable) gat � Certificate of Competency No. Phone # Value of Work For this Permit $ O4C $$) Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration tifNew Describe Work: ❑ Repair/Replace ❑ Demolition clAw ***** * * * * * * * * * * * * * * * * * * *** * * * * * * * * ** Fees**** * * * * * ** * * * * *** * * * * * * * * * * * * * * * ** * * * * * * ** 1 Submittal Fee $ Permit Fee $ 00 Notary $ S— Training/Education Fee $ t, Scanning $ Bond $ Radon $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ 1 Cd`� CO /CC Technology Fee $ , Sq- Zoning $ Double Fee $ Total Fee Now Due $ s/ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City • State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address yt City State �' Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that_rio work or installation has commenced prior to the issuance of a permit and that all . work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF14'1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED (Revised 02/08/06) Contractor The foregoing strument was acknowledged before me this day of 2007, 7 -E'lel <74-, who is personally known to me or who has produced .•�geFtJP�6 ✓, Mabel crAt NQTAR_ ��aeei69ea Sign: Print: My Co ission Expires: ion and who did take an oath. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CO UCTION PERMIT CENTRAX #: 13 -SG -31024 DATE PAID: FEE PAID : RECEIPT . OSTDSNBR : 06 -3296- -N ONSTRUCTION PERMIT FOR: X ]New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other ]Repair [ ]Abandonment [ ]Temporary [ NA ] PPLICANT: Gonzalez, Alain & Carly AGENT: OWNER, ROPERTY STREET ADDRESS: 389 NE 99 St Miami Shores FL 33138 DT: 24 BLOCK: 40 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] ROPERTY ID #: 11- 3206 - 013 -5540 YSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC EPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME ERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS,PERMIT, EQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS ERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM DMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. YSTEM DESIGN AND SPECIFICATIONS 1050 ]Gallons SEPTIC TANK 0 ]Gallons O ]GALLONS GREASE INTERCEPTOR CAPACITY O ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ Y ]BED MULTI- CHAMBERED /IN SERIES: [Y ] MULTI- CHAMBERED /IN SERIES: [Y ] @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N [ N ) LOCATION TO BENCHMARK: F.F.E of Existing House, 11.74' NGVD. ELEVATION OF PROPOSED SYSTEM SITE [ 26.9 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [ 56.9 ] [ INCHES l [ BELOW]BENCHMARK /REFERENCE POINT FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES THER REMARKS: *Install 1050 gal. category -3 septic tank equipped with an approved filter. *Install 571 sf of drainfield. *Invert elevation of drainfield to be no less than 7.50' NGVD. *Bottom of drainfield elevation to be no less than 7.00' NGVD. *Install 42" of slightly limited soil under the bottom of drainfield. Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed or trench. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. PECIFICATIONS BY: Icaza, Carlos PPROVED BY: Icaza, Carlos - TITLE: TITLE: Engineer I Dade ATE ISSUED: 11/20/06 EXPIRATION DATE: 5/20/08 3 4016, 03/97 (Obsoletes previous editions which may not be used) Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -13 CHD Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/15/2008 Inspector: O 1 P.odYiCKD Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments ADDING SOME MORE OAWNING TO THE PROPERTY. 1 2 flT) Passed Inspector Comments CC (. _c, �, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 14, 2008 Page 2 of 2 va4101- ': . Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 NOV 2 8 2007 BY.. Permit No. �j 09-i Master Permit No. Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple i eholder) ,liA,3 r,3 2,q.( -CZ. Phone # Owner's Address 3Pfi /1J n% s %. City f7i21 , Lqi,ogoorir State /° Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Ad16 'hhr„ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 0 ,),- c %e.— , Phone # Contractor's Address .3,05F ggsi City 02:431,1,64012.<5, State 7i 1 Zip Phone # Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ � 000 Type of Work: ['Addition Describe Work: quare Linear Footage Of Work: ation mew ❑ Repair/Replace ['Demolition ***** * * * * * *** * * * * * * * * * * * * * * * * *** * * ** ** Fees** * * ** * * * * * * * * * ** * * ** ** * ** * * ** * * * * * * * * * * *** Submittal Fee $ Permit Fee $ /00 Notary $ • 00 Training/Education Fee $ - Scanning $ I • t 9 n Radon $ DPBR $ CCF $ (• tO CO /CC Technology Fee $ Q5 n Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ K. 10 See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The fore day of who is cO NOT Sign: Print: Owner or Agent oing ' trument was ac owledged fore me this LF� 0 01, by A att4 ersonally known to me or who has produced gs identification and who did Y PUBLIC: 1v q s. OkGltioovo My Commission Expires: ; = My Commission Expires: ature Contractor The foregoin trument was acknowledged before me this day of 20 , by who is personally kno me or who has produced as identi u ►,tion and who did take an oath. NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. ACT-11-07-2382) Issue Date: Not Issued MditiontAlteratlon Expires:Not Issued Folio Number:1132060135540 Owners Name: ALAIN GONZALEZ Owners Phone: 786/277-9756 Job Address: 389 99 Street NE Total Square Feet: 0 Miami Shores, FL 33138- Total Job Valuation: $ 2,000.00 Contractor(s) Phone Primary Contractor •• HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/30/2007 : Yes Comments: AWNINGS OK MAINTAIN 7 FOOT CLEARANCE VROM GROUND TO BOTTOM OF AWNINGS. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Ill( w\ 60ygrAt • DATE: 1,101/ c2gIcri ADDRESS: 389 9,9 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000:00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. l . I hold title to the above property and I am planning on doing this construction Initial.�� ---� -� 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initia 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigat&any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initi 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this Produced there License or OWNER Initial day of 40,4 a, 20 a] who was personally known to me or who has 2L 9q,1— Qy-1-i as identification. 15' ALLEY (UNIMPROVED) 3/4 °l. 78.43' M. 78.07' P. FD. 1/2 °I.R. NOV 2aM, BY: 35.00' Ge. 25.00' 53.07' BLOCK 40 LOT 24 BLOCK 40 REMAIN OF LOT 23 BLOCK 40 9.75' 13.26' in TWO STORY o RES. # 389 VW 8.33' 11.37' 14.46' 13.27' C -1 L= 39.30' R= 25.00' ® =90 °03'46" Tan=25.03' FD. PC 1/2 °l.R. 25.00' 53.19' FD. 1/2° I.R. PT Q- \ 5' CONC SDWK 22' PARKWAY ••• ••• u • • • • \I • • • • •• • • •• • • • ••• 78.19' P. 78.21' M. 0 • • • • • • 0' eAl&PHAt.? PAVEIMIENT • • • • • •• • • • • • • • ••• • • • • • • • • • • • • ••• •• • • • • • • • • • • Suor's iiota: • • • •�• N.E. 99th STREET • • • 75' TOTAL RJW • • •• •• • • 1. No visible encroachments and /or easement violations were observed at the time of t • • • • • • • LEGEND R ABBREVIATIONS A= ARC DISTANCE • LENG .ON•RETE • Art. �R CONDII ONER A.E= ANCHOR EASEMENT AWN. ASPHALT D.8.- BLDG= BNLC,G 'LEV.+ LE,VgqTIOI✓• DilS •C'JBRIIVE. NOAWMENT CLF= CHAIN LOW FENCE 0E.= DRAINAGE EASEMENT CH. CHORD 8.4' BENCH MAPH •O.M.E .`p A7'HAGP0 MONTEIANCE HSEMEIT • 8 . BLOCK CORNER O ° DESCRIPTION OR DEED ENCR° NCROAC!9NENT 8 R. BEARING RF•5L"�CE • L.' ! ! lira) • F N. *OUND.I.�. 4. .H.= FOUND ORE.1. HOLE F.I.P.= FOUND IRON PIPE F.I.R.= FOUND IRON Roo C B.° CATCH BASIN 11 c .OUND • F.P.KS FOL'N•WRIAERS4l.ON NAIL F.F; FINISHED FLOOR M.H.° MANHOLE PG.. PAGE R. RADIUS A. CENTRAL ANGLE/DELTA CH. BRC = C181M) BEARING CL= CLEAR Ct= CENTER LINE N.R. ° NON RA018/. C.B.S.= CONCRETE BLOCK STRUCTURE FD. 1/2° I.R. 35.00' {{pper� PCX(/J� /�i � /x'^) /G /� , Miami Shores Village APPROVED BY DATE ZONING DEPT Illrill5740 E WITH ALL RULES AND REGULATIONS 0 FEDE`AL BLDG DEPT ,iAtAlpT. TO COMPEL, STATE AND COUNTY WOOD FENCE CATV = CABLE UTILITY BOX M = FIELD MEASURED i1 MONUMENT UNE ® COVERED AREA RAG.° RADIAL la'1>m CONC. BLOCK WALE TYP. N.T.S.= NOT TO SCALE O.H.L i OVERHEAD UTILTAES 0 8.0 .2 OFFICIAL RECORDS BOOK SEC.= SECTION —9 —K— CHAIN LINK FENCE R ° PROPERTY LINE P ° PI AT P P ° Pnw0P on: P ....... e ...... .... ......._ _. _.._.. _, ._ _. CoC11ys C. 17311o, PROFESSIONAL SURVEYOR AND MAPPER . •).)`in LAP 1.14 _A A.._ —.-_ .+... J3 C) -/510 • • • • • • • •• • • • • • CER PROPRIATENes :: ADDRESS OF PROPERTY: 389 N.E. 99th Street ••••• • •••• •• •• •• • • • • • • • •• • • • • • • • •• • • •• • • •• •• • • • •• • • •••• • • •••• • NAME(S) OF APPLICANT(S): Alain & Carly Gonzalez • • • ••• • • � • APPLICATION DATE: (Date Application Received by Village Clerk) 11/09/05, CERTIFICATE OF APPROPRIATENESS REQUEST FOR: A. Request to install fabric awnings. Striped awning fabric as attached. BOARD DECISION: APPROVED APPROVED wITH CONDITIONS DENIED SIGNATURE & TITLE DATE: M Ja NOV 2 8 2007 BY: _1111`= ^ E £j ., 1 I T ,#: ACT171 30-- Miami Shores Village APPROVED BY DA I E ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS . . RAMMS ENGINEERING, INC. • •. • • ROBERT S. MONSOUR, P.E. • • #11955 • • ..- --=-r- ....-.•••• . wife #311 • Hialeah, FL 33018 • • • • • • • • • . • • • • / 4 • rx-:" _ 47�,,, . • • •••• _4.. • • • - A_� 1 AO • /< a, C. . . _ . .. . it 1, 1 _i iir Al Ala - A f . , , __.,. .0r �AA I • • • 1 i • • • • • • • •. ' •• '•.' , ••• • •. i -c • J►'�1 Is .ter �,0 ;... .•, % �r '_� :� .sir ' s►. ...��. • • • ... • •..,,,. 1440 P-3 • • • •• • ' ., .... . A. I P. # ..., 7, _ ii . , 1 • • • •• • • • • • •• • • • • • • • • • • • •••• •• • • • • • • • 6••• • • .• •• • •• 1,••••.•• • • • • • • • ••• • • • •• • • •••• • 11 • • • • ••_••• • • ••• • •• • • • • ••.• • • • ••p• 41/64/1‘44?- P, :;‹,9" • •O•• • ••• • •.•• • • • •••• • • • .• • •• • • • • • • ••• • ••.. • • • •. _ 4 1..- 6-C617 um7i gf.G.:11621, 4 y • Ay .~C .=,:, 0 AI 5.5¢ i44 1347 . it9a7 . z !ail' _.tee, 132 I 2:1- pc9g7 S ?`4`1'1- .IiiiI. 474 • • • • . •••• • • if ..-•014-) _ 5,at,4 .C112 -2:- 4. Mem.= • • - • • • • • • • • • „10•••• „i,„ ., ,,e4 a • • .„.....„....... • • • •••• •• • • • '6 • • •• • It 111 ` ` •• •• •• • • • • �Ei� �� , :••••• • - . , *,_...r *,_...r *,_...r ' r' ,.01..,41 ' g� 3.2.04- 11 . 2.' . r--- =- . I . ..i , y ... .< 11a, /.,.� 402j 20,4024 U260 - I. � -- Z ' • ' ; I ll 4t AI 41. illimri. lb._ . . • • • ,•••• • - -•• III ACIAX. 'L. �Y SILJ1 • 1AI..,1 i� . �s �,� iii . . Wil •• . .. - Pa ;057 1 11 d�� _ M ; „allilld IA :am'. p: ow- a OA Alik 4 der de 4/ Iff, wo �}yr/ " ' . • . • • • • • • • • • • • • • • • • • • • • • • • • ••• . i6 /yam /fq !-�� -�/�1 •try' .... • • • . • .. • _..,:. ,...„ i t "'• ilif .at i•-., Al :11e' Ai h. 1 .01 _A.,1.L k- !a • • • • • ••• • r 1 II I 1�J. �4 1 ) d II �, a . A.4 ■/t t ..—_ _ --P. lot a (.1 c IIN .. .. `� /7+ M^ 7 '� tie, f- S i 7C 9 t • ••• �• `` 14 % q.1 • • it • • • r•••• •• • ^-... • • • • • • • • ..�� :•••• •••• • 1011111111\ D•••• • nom . • 1111671VILVAIMMETrf,," 400 LOA, 44A ,.A,i _ 4q4''''' . c2/J31 i lip ridl/A _ 1 �� • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SI Inspection Date: 04/14/2008 Inspector: Perez, JanPierre Owner: GONZALEZ, ALAIN Job Address: 389 99 Street Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments Monday, April 14, 2008 Page 2 of 2 l to N A ) mk Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 33226. CC NO ONE HOME AT 1:56 P.M JP 03/10/2008 CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 14, 2008 Page 2 of 2 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Al P4 by Owner's Address 0 C, 0 City R e A,A,A„ a�` State Tenant/Lessee Name NOV 2 2 2006 Permit No. ' 1c1 Ge -ZO; Master Permit No RC O 2o Plumbing Mechanical Roofing ZlE--e _ Phone # Zip Phone # Job Address (where the work is being done) City Miami Shores Village R ct County 13C eiq � Miami -Dade Zip FOLIO / PARCEL # " — 01 3 . ` Scr 0 Is Building Historically Designated YES '® NO Contractor's y Name Company Cam , p � ��., Phone # Contractor's Address City State Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: []Addition Describe Work: Phone # quare / Linear Footage Of Work: ['Alteration DNew ❑ Repair/Replace ❑ Demolition ** *, tit* * * * ** * ** *, * ***+**, * ** **** * **** ** Fees************* ** * **** * ** * ** * * * ** * * * ** ** * *** ** Submittal Fee $ Permit Fee $ �0 Notary $ Training/Education Fee $ 4�J Scanning $ a Radon $ DPBR $ CCF $ LC CO /CC Technology Fee $ , ° A `2 S Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby rhade to obtaiA a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issualce of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction.', I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Signature Contractor The foregoing instrument was ac owledged before me this The foregoing instrument was acknowledged before me this day of h ik# sl'2 , 20:L..`Z• , by t.=/ °fi �r, r -'A � " , day of , 20 by IL who i ersonally known o n or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print rt My Comtaission Expires: * * * * * * ** * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: L Castellanc Print: Commission #DD362874 Expires: OCT. 14, 2008 My Commission Expires: \ 6(, Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/05/2007 Inspector: Devaney, Michael Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CARIBE S ELECTRIC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Phone: (786)255 -6212 Building Department Comments Friday, March 7, 2008 Page 1 of 2 Mp,R07Mg Passed Inspector Comments CC -976— `C '� / „`� T� `r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 7, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building NOV 2 2 200h Permit No. EL 06-.2n Master Permit No. 21,..a)_20 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) A Phone # Owner's Address 3PTct cPts r City H ;,(_ n `c)(ru ∎ESL State if ' Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 E %.34C, .q s 1' , City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # t 5 2...4) t <a l, 3 :--a, Is Building Historically Designated YES NO Contractor's Company Name GAR&& s e;cre4 c. c Phone # Contractor's Address . S 12 N 42- 41'6 City M ecl 1 State Pt 0. Zip 3 3 ti (o (o Qualifier Name Ike,,,-) E ( C1Y1 Phone # State Certificate or Registration No. 0.76-94"-&-°°04-32- Certificate of Competency No. 06,6 000 l'32, 05) 40-5-40e3 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4 Type of Work: ddition Describe Work: B. DAlteration Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition AviT ,e CA 14'1 on Submittal Fee $ Permit Fee $ , VP ,e,.. op CCF $ ` - CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ° 5 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent p Contractor The foregoing instrument was ac kric wledged before me this' The foregoing instrument was acknowledged before me this ota day of /K"1 ��.t,1 � by y 20 �� b t zmo ---/-- etrrefe3 -te , day of 20 ®1, by 14.evfrli HeratikaC Z. who is p onally known to mein who has produced who is personally known to me or who has produced HO O i ie S 1.1 came_ as identification and who did take an oath. NOTARY PUBLIC As identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: ************************Bonded Thru Atlantic ,Bondn a* , * * * *** * * * ** * **** *** * * * * **** *. *** * *r * * * * * *** * * * * *** *** � * P � 2008 44+11 OT FLORIDA S. 1. Castellan o Commission # DD362874 Sign: Print: or Pk f' ON' r PUNIC t to of Florida A _;rg Irr15:' uii 3D510584 1 My Commission Expires: 3 /act 1Q ld APPLICATION APPROVED BY: (Revised 02/08 /06) ® 4"-N-01-e/ 'Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /94 C - Job Name 6 ELECTRICAL CRITIQUE SHEET g 11.4 0 e 'fs p -L c ' )- 41 W.04/ % ePip I-, a H Y s re "0 "Pe ____ r #7 -'eG 7)4' /- 1/04- ceit c'Pirr it,zeii4v44 i21` ,9/i todP/ii A toc1/400,--le ) PS' j® iki ®� ®c y-''- de A e- - c Fah �/91,1t'fr- �'� _ • ••• • Building Deparim • ; • • • • • • • •" • • 100501 T1.2nd Avenue Miami Shores, Florida 33138 • • • (M) 795.2204 • • • • • • •▪ : • Fes: (305) 756.8972 • ••• • ••• •.• •• • • • ••▪ • Permit No. , •.13 i ande':;54.1 - ..' :: ' . • • ...•. ELECTRICAL CRITIQUE SHEET vicd ell 'fie _ 0 ‘`f3.09 71 6>#it-f A' we ift)9-1,/.. C'1-1. c �sife P )4i" / Tie*. -z - G.'L v IV c r /51 \ GI4°a • `M �' UAl`s61 s� �' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Address Permit No. R 1 NOV 2 2 2006 Master Permit No.'C1 C6-2 Mechanical Roofing city �(�Ad+4A.1 State ci Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) C N q q sr, City Miami Shores Village FOLIO / PARCEL. # - Is Building Historically Designated County Miami -Dade Zip YES Contractor's Company Name C.)C Contractor's Address NO Phone # City State Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicabl- Phone # Value of Work For this Type of Work: Describe Work: DAlteration quare / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Fees * * * * * * * * * ** * * * * * ** * * * * * * *� * * * * * * * * * * * * * * * * ** CCF $ Lid. a" CO /CC o Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Technology Fee $ `D Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side - t + r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing by t1» - 20 instrume ckno day of t,��; A (>' ' 4 who is personally kno +n.to me or who has produced gedd bE j fore m this�''r� The foregoing instrument was acknowledged before me this .1 /; C ltr -11I- �, day of , 20 , by , ed who is personally known to me or who has produced Contractor As identification and who did take an oath. as identification and who did take an oath. PUBLIC: SI. ' CastellaanGs My Commission Expires: Commission #DD36 874 Expires: OCT. 14, r 008 APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: * btte**************************** * * * * * * * * ** * *,t * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village etc 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/15/2008 Inspector: Levrock, James Owner: GONZALEZ, ALAIN Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments PLUMBING FOR 2 STORY ADDITION � e ApR 16 2000 Passed tor Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 14, 2008 Page 2 of 2 Miami Shores Village °/10 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 0116101 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. t) BUILDING ��y PERMIT APPLICATIO )AN o 3 2001 FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 3 e> e City I"t . S Cl-c, 5 State Tenant/Lessee Name Master Permit No.L Electrical Plumbing 4 tAtt Go 2...arLE2 -- - L&51 Mechanical Roofing Phone #18-0.27-7 .q-15, �rf Zip 33 / 3E Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 3)� ao3 sj County Miami -Dade Zip. Is Building Historically Designated YES ,/ NO Contractor's Company Name Cj 33 v[ fpt a Phone # Contractor's Address City Lk State Qualifier Name State Certificate or Registration No. Zip Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 69 Oct Type of Work: ['Addition Describe Work: ❑Alteration E _ L. T A2 Square / Linear Footage Of Work: 3 fir. ['New ❑ Repair/Replace al emolition ******** * * * * * * * * * *** ** * * * * * * * * * * * * * * * ** Fees * * * * * * * * * *: * * * * * * * * *** * * * ** * * * ** * * ** * * * * ** Submittal Fee $ Permit Fee $ / 0 0 — °- Notary $ ' QO Training/Education Fee $ 6-Q0 Scanning $ SOO Radon $ Bond $ Code Enforcement $ DPBR $ CCF $ 06 CO /CC Technology Fee $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ -60 See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address 6/ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument rw� was acknowledged before me this 3 day of (.� , 20 a 1� , by Aft /'01 :pet4 (t0b1 �1e �. a who is personally known to me or who has produced V15 SZ "'StO As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission ill- / / / /// —'' ONICA USSETH DIAZ Expires: * : MY COMMISSION # DD 483995 No ber 20, 2009 * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 0/0 7 Plans Examiner Engineer Zoning Inspection Date: 02/26/2007 Inspector: Grande, Claudio Owner: GONZALEZ, ALAIN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: HOME OWNER CG-Z Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Building Department Comments demo for new addition b Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, February 22, 2007 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING c� -late. PERMIT APPLICATION AlQIA FBC 2004 (Th. 17 iTy Tid ' APR 2 3 2007 Permit No. 15/ Master Permit No. gC C V35) Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) PI tA; � ceSl Phone # �c -2-7 7 S Owner's Address Zi59 AI qc r City 14c74,4 , (z..,-s State ft • Zip 3 313 B Tenant/Lessee Name Phone # Job Address (where the work is being done) ,E R q OC, qq,S City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # _ / Is Building Historically Designated YES NO Contractor's Company Name l"% Phone # it?- e� . ` .? - 'T -1 5 G Contractor's Address (71, rte' % „ City /47,...i.44 ,' State / - Zip Qualifier Name 44.i 4,3 7--04-1(----2- Phone # State Certificate or Registration No. c P 13 2-5 55 Co Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Work: 4, (p®cp Addition ❑Alteration Phone # Square / Linear Footage Of Work: ° s 7 pr Tew ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ -1 C° C7 CCF $ i CO/CC G— Notary $ � — Training/Education Fee $ 2.0 Technology Fee $ CO . CJ V Scanning $1.2_ - Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2"1-1 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 . , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. ©(o ° L. g 5 1 Contractor's Name 5+ -p-c-S 9 Job Address c: t3G q S - to APR 2 3 2007 W BY: ® ' ----- s - - - -- Process No. / ROOF CATEGORY tf Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles New Roof ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) I i '- Steep Sloped Roof Area (SF) Section B (Roof Plan) f r. a n enance i •• • •••• • •••• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and gverflow drrlps Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones Alt :Macau? d�Jocatlon of •• .. parapets. .. • •• • • • •••• • • •••• • • 15.32 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. SeCtiOn C (Low SIoDe Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: ,c ST Product Approval No. :_ 0 'r Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: Pmax2; E2 4. Pmax3: �Z ' Max. Design Pressure, from the specific Product Approval system; (, Deck: Type: Gauge/Thickness: Slope• !� �!� Anchor/Base Sheet & No. of Ply(s): I A- AnchorBase Sheet FastenerBonding,Material: Insulation Base Layer: 19 if Base Insulation Size and Thickness: '* Base Insulation FasfenerBo ding Material:,( 7) Top Insulation Layer: (4 Top Insulation Size and Thickness: 1 Top Insulation FastenerBondl Material: iii A- . Base Sheet(s) & No. of Ply(s): Tv-Ept, 4 Tor.' :•1W-(1;-•=.' Base Sheet Fastener/BondlnLMaterial: Surfacing: Fastener Spacing ' . r Anchor/Base Sheet Attachment: Field: " oc @ Lap, - ows @ " oc Perimeter: @ Lap, # Row Corner: " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board: „oc Field 12- Perimeter EQ`- • Comer "G Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit • • • • • •• • •`•• •. • •••• •••• • • •••• •••• • • •• • • • • • •• • • ••IM••• • • • • • Ply Sheet(s) & No. of Ply(s): i'f' -mil . ,; .t C Piy^eet Fastener/Bonyling Material: (-'a Top Ply: Top Ply Fastener/Bonding Material: FLORIDA BUILDING CODE — BUILDING Mean Roof Height 15.33 •• its • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Yn �� al �A S Product Approval No.: OC c2.4 t v Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - Pmax2: E'72- '`' Pmax3: t Z4' Max. Design Pressure, from the specific Product Approval system: Deck: Type Gauge/Thickness: 6/1? ? (y ik Slope: Anchor/Base Sheet & No. of Ply(s): 2 v Anchor/Base Sheet Fastener/Bonding Material: t1/4.( tv tt S F I C Insulation Base Layer: t t rcc. > { � Base Insulation Size and Thickness: ?cr Base Insulatio I' Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: TA?. Top Insulationp�Fastener/Bonding Material: Inc + 45,v, i{-. Base Sheet(s) & No. of Ply(s): EtA -1-17) Ab Base Sheet F stenerBonding M t rlai: ��ni Ace r'►�],�� Ply Sheet(s) & No. of Ply(s): L� Ply Sheet Fastener/Bonding Material: Top Ply: A-$Z x S (0 F -- Top Ply Fastener/Bonding Material: FLORIDA BUILDING CODE — BUILDING Surfacing: la'`i t P" Fastener Spacing for Anchor/Base Sheet Attachment: Field: oc @ Lap, # Rows Z @ " oc Perimeter: "c" " oc @ Lap, # Rows @ " oc Corner: U' " oc 40 Lap, # Rows (P @ if " oc Number of Fasteners Per Insulation Board: Field lierimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit •••• .c—cliE,ro Siv^-: SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS N... Page 1 of 2 SECTION 1524 HIGH- VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High- Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to reptd ting • the existing roof system.) 3. Common roofs: Common roofs are those which have no visible'daITiieatio?f•` • between neighboring units (i.e., townhouses, condominiums, etc.). In gi it ngs with' • common roofs, the roofing contractor and /or owner should notify the vcyc jpants p #...' adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the macierside of the roof decking can be viewed from below. The owner may wish to mairttaifi tie .... architectural appearance; therefore, roofing nail penetrations of the Lindgrpide of 414e. decking may not be acceptable. The owner provides the option of maftttaining this, appearance. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • • .' • • • http:// www. infosolutions .com/icce /gateway.dll/293/ 317 ?f templates$fn= document - frame.... 4/23/2007 M1AMIbADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hydro -Stop Inc. 1465 Pipefitters Street North Charleston, SC 29405 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. •••• •••• This product is approved as described herein, and has been designed to comply with the Htgh'Velocity Bldfitane Zone of the Florida Building Codc. DESCRIPTION: Ilydrq -Stop Premium Coat System over Wood Decks • • •••• • • • •• • • • • •••• • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1o18 ;t1t3, state•a'hd• ; following statement: "Miami -Dade County Product Control Approved ", unless otherwise herein. " ' • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 1 .Ro • • • change in the applicable building code negatively affecting the performance of this product. • •••• TERMINATION of this NOA will occur after the expiration date or if there has been a Misidn or c�iMge jn the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any.' product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 8. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No 03- 0501.09 Expiration Date: January 01, 2009 Approval Date:January 01, 2004 Page 1 of 8 ROOFING SYSTEM APPROVAL Category: Type: Deck Type Maximum Design Pressure Fire Classification Roofing Liquid Applied Membrane Wood -60 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product BarrierGuard BarrierGaurd Fabric Premium Coat Foundation Dimensions 1, 5 gallon Rolls 1, 5 gallon Test Specification PA 114 PA 114 PA 114 Premium Coat Fabric Rolls PA 114 Premium Coat Finish 1, 5 gallon PA 114 Product Description Priming and waterproofing compound for masonry surfaces. Reinforcing fabric for BarrierGaurd waterproofing system. Acrylic elastomeric waterproofing compound used as a base layer in the Premium Coat waterproofing system. Reinforcing fabric for the Premium . Coat waterproofing system.. • .. • • Acrylic elastomeric wataiio ®fang •••• compound used as a top lay eadn the. • • • Premium Coat waterprt fmg system. • TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description PA 114 Insulation fastener Olympic Fastener Olympic HD Fastener PA 114 Insulation fastener Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate •••• • •• • • • • • • • •••• • • •• • • •• •• • • • • •• • •• • 11anufacPurer ••••• • Olympic MgOgfacturiug • • Grbtip, rec. • • • . ; (with current NOA) Olympic Manufacturing Group, Inc. (with current NOA) Olympic Manufacturing Group, Inc. (with current NOA) NOA No 03- 0501.09 Expiration Date: January 01, 2009 Approval Date:January 01, 2004 Page 2 of 8 EVIDENCE SUBMITTED Test Agency Applied Research Laboratories Applied Research Laboratories Center For Applied Engineering, Inc. Trinity Engineering, Inc. Factory Mutual Research Corporation Exterior Research & Design, LLC PRI Asphat Thecnologies Test Identifier 29295 29296 257771 4690.10.95 -1 4691.03.96 -1 4696.04.97 -1 J.I.3000150 4697.12.00 -1 SPC-001 -02 -01 Description Date Physical Properties 02/15/95 (ASTM D 638) Fire Resistance 02/16/95 (ASTM E 108) PA 129 04/16/97 PA 114 Oct. 1995 March 1996 April 1997 Standard 4470 Sep. 1999 PA 114 12/07/2000 PA 114 09/09/03 • • • • •00• • • • • •• • •••• • • •••• • •••• •• • • • • • • 4100• • •• • • • • • • •• •• •• •• • • • • • • •••• • • • • •••• • • • •• • ••• • NOA No 03- 0501.09 Expiration Date: January 01, 2009 Approval Date:January 01, 2004 Page 3 of 8 Deck Type 1: Wood, Insulated Deck Description: 15/32" plywood or wood plank System Type C -3: All Layers of insulation mechanically attached to roof deck. Premium Coat system applied to insulation All General and System Limitations apply. Insulation Types: Insulation Fastener Fastening Fasteners Fastener Base Layer Type Detail No. Per Board Density Approved Type(s): (see RAS 117) PP ype(s): Dens -Deck Minimum: l /a" x 4' x 4' Olympic HD & SP [3] 12 1:1.3 ft2 Membrane: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Foudantion Coat: PremiumCoat Foundation shall be applied to the entire substrate�t ante of 125• • • gal/sq (80ft2 /gal). Embed a single layer of Premium Coat Fabric Mlle Wet ; • • • Foundation Coat, overlapping fabric joints a minimum of 4 ". Foilovby Premium Coat Sat-- saturate the fabric. • . • • ••.. • . •. Top Coat: PremiumCoat Finish Coat shall be applied in two equal coats at a &alined rite. .: 1.5gal/sq (70ft2 /gal). • • • • • • • • None. Surfacing: . • • • •••• • • .• • ••• • • • Maximum Design • Pressure: -60 psf (See General Limitaion #7) • • • • • NOA No 03- 0501.09 Expiration Date: January 01, 2009 Approval Date:January 01, 2004 Page 7 of 8 GENERAL L UVIITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable: 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed witlti i , � • a specific system. Should the fastener resistance be less than that required, as, deters lty the •••• Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida.reistered Professional Engineer, Registered Architect, or Registered Roof Consultant may be mirked.. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing ttplicatipm, • • Standards TAS 105 and calculations in compliance with Roofing Application Standard•RAS 117. • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiien' $tt of thee. areas. Fastener densities shall be increased for both insulation and base sheet as calculated m • compliance with Roofing Application Standard RAS 117. Calculations prepared, stgnetl Ind seal. • by a Florida registered Professional Engineer, Registered Architect, or Registered jtoof.Consultay. . • (When this limitation is specifically referred within this NOA, General Limitation will eat be applicable,) • • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. NOA No 03- 0501.09 Expiration Date: January 01, 2009 Approval Date:January 01, 2004 Page 8 of 8 R,04/23/2007 15:43 3057518579 WHAM t7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL revrsrnr NOTICE OF ACCEPTANCE (NUA — Georgia-Pacific Corporation 2861 Miller Road Decatur, GA 30035 -4036 SCOPE: ABC SUPPLY MIAMI PAGE 04/08 MIAMI -DADE COUNTY, FLORIDA METRO DAnp FLAMER BUILDING .140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (3o5) 375-29o1 t Ax (30s) 375.290 This NOA is being issued under, the applicable .rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building —amide- and- Produet-Revic Coffee -te-bc user) . -in -ht r ale- C-ounty-amhQthernrewhere allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCC° (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted the manufacturer. will incur the expense of such testing and the AHJ may immediately revoke modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements (fthe applicable building code. This product is approved is described herein, and has been designed to comply with the Florida Builditl "'. Code and the Nigh Velocity Hurricane Zone of the Florida Building ode. • • •. •• • • •• • •••• DESCRIPTION: Goo g Georgia- )E"aciBe Gypsum Board, Dens Deck® • .••• RENEWAL of this NOA shall be considered after a renewal applications has been fled gad Nitre has ; •. •, • been no change in the applicable building code negatively affecting the performance ofthft•prbduct. • • • • TERMINA'T'ION of this NOA will occur alter the expiration date or if there has been ettvihIon or, • • • • • change in the materials, use, and /or manufacture of the product or process. Misuse of thi: Al W s an • endorsement of any product, fvr sales, advertising or any other purposes shall automatica'11y term. mate . " "• this NOA. Failure to comply with any section of this NOA shall be cause for termination:ando rnoval • o1 "' NOA. .. ... • • • • • • • ADVERTISEMENT: The NOA 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 NOA is displayed; then it shall be done in its entirety. INSPEC'T'ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA, Renews NOA, No. 04- 1223.01 and consists of pages 1 through 5. The submitted documentaiyon was .reviewed by Jo r L. Acebo. NOA No: 01-0124.92 Ea ptration Date: 02/14112 Approval Date: 03/29/07 Page 1 of 5 • • • • • • '04/23/2007 15:43 3057518579 ABC SUPPLY MIAMI ROOFING COMPONENT APPROVAL L.4.W171 Roofing Sib- Category: Insulation and Sheathing Panels Materials' Gypsum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dens -Deck ®, Dens -Deck Primes & Dens Deck DuraGuardT1 Dimensions 4'x8'xV4" 4'x4'xya" Dens- Deok®, Dens -Deck 4' x 8' x Y2" Prime® & Dens Deck 4' x 4' x %a" DuraGuardTM Roof Board Dens - Deck®, Dens -Deck Prime® & Dens ,Deck fl raGuard'''u Fireguard@ Type X Crypsum Board 4' x 8' x S /R" 4' x 4' x s /R" PAGE 05/08 Test n,duet Descaaation Sgesifritiojs TAS 110 A non-structural, glass mat faced gypsum product with a silicone - treated, water resistant gypsum core and glass surface gnats- frontrback- and-long edges, the primed board has one side coated with an acrylic limestone filled binder; for use as an overlayment, underlaytnent, bonding surface or tire barrier. TAS 110 A non-structural., glass mat faced gypsum product with a silicone-treated, water resistant gypsum core and glass surface mats front, back and long edges, the primed board has one side coated with an acrylic limestone filled binder; for use an an overlayment, underlayatnenl� bonding•. •. • surface or fire barrier. •.. • • TAS 110 A non - structural, glass n> 4 gypsta , . •••• product with a silicone -tr n, water • resistant gypsum core ands surface , , mats froth. back and lothedgem the • • • primal board has one side oared with an • acrylic limestone filled bi ec• r use eo. •.: an overlayment, uttderla•tries rending • surface or fire barrier. • • .... • . •••• • • • .. • •.. • NOA No 07-9124.02 Expiration Date: 02114112 Approval Date: 03!29/07 Page 2 of 5 .• • • • • • • • • • • • -04/23/2007 15:43 3057518579 TYPICAL PHYSICAL PROP..RTISS: Property Test Weight, lbs. / M ft2 nom. Flexural Strength: Parallel lbs. min. Perpendicular, lbs. min. Flute Spanability Pcrmeance, perms for Dens Deck & Prime Permeance, perms for DuraCivanl "R" Value Coefficient of Expansion, inchcslincbl°F Nail Pull Resistance, lbs. force, min. Core Hardness, lbs. min Edge Hardness, lbs, min Absorption, % max. Compression., prim max. load Humidified Deflection, inches Surface Water Resistance, grams UL Fire Resistance Classified Surface Burning Characteristics: Flame spread & Smoke Developed ASTM C 473 ASTM E 661 ASTM P, 96 ASTM E 96 ASTM C 518 ASTM C 473 ASTM C 473 ASTMC473 ASTM C 473 ASTM C 473 ASTM C 473 ASTM E 84 ABC SUPPLY MIAMI i!a" leas Deck, Priniee & Dnra 1100 40 50 25I 50 ._... ,,16" Dens Deck, Prime & DuraGuad, 1975 80 100 35 <5 <5 0.28 0.56 10 x 10 -6 10 x 10-6 40 80 15 15 15 15 10 10 1500 900 N/A 14" S 2.5 2.5 UL Class A UL 1256 0 0 UL Class A UL 1256 PAGE 06/08 26:1,20c na Dek. Prime & DuraGnflyd 2500 100 140 S" 32 <5 0.67 TO x 10-6 90 0900 • • .••• • • • •• • 15 00.0 15 • • •••• 10 •••• • •••• • •• • • • • •• • • • • • • • • •• •• •• •• 900 • • • • • • 1/g e • • • •• • 2.5 • 1111 • • •11• ••• • • • • • [TL Class A UL 1256 & Type DD' 0 1 For use in UL "P" designs where either' '4" or '4" thick gypsum wallboard is specified. NOA No 07- 0124.02 Expiration Mete: 02/14/12 Approval Daft; 03/29/07 Page 3 of 5 • •• • • • • • • • • ,04/23/2007 15:43 3 057518579 ABC SUPPLY MIAMI PAGE 07/08 PHYSICAL PROPERTIES OF COMPONENTS: Tradename: Deus -Deck, Prime & DuraGuard Overlayment Thickness: Minimum's" thick Board Size(s): 4' x 8' (1.2 x 2.4m) 4' x 4' (1.2 x 1.2na) Core: Gypsum Facers: Fiberglass mat Decks: Concrete, Cctncntitious Wood Fiber, Steel, Wood, Lightweight Concrete, Gypsum Special Application: Dens -Deck, Prime and DuraGuard may be secured with ASTM D 312 type Iti asphalt at an application Rate of 25 lbs. /sq. ± 15 %, or by mechanical attachment. Maximum board size for asphalt seeurcment is 4' x 4'. Tradename: Ileac- Deck, Prime & DuraGuard Roof Board Thickness: Minimum W' thick Board Size(s): 4' x 8' (1.2 x 2.4m) 4' x 4' (1.2 x 1.2m) Core: i 64/23/2007 15:43 3057518579 EVIDENCE SUBMITTED est eu /rtiend er Factory Mutual Research Corporation Underwriters I,ahoratories, Inc. PRI Asphalt Technologies, Inc Nstme 4450 4450 4450 4450 4450 4450 4450 Fire Classification Fire Classification Fire Classification Fire Classification Static Uplift TAS 101 COMPONENT APPLICATION: V49, ''A" Dens Deck. Prime & DuraG t ABC SUPPLY MIAMI PAGE 08/08 Be n& J.I.# i.N2A6,AM J.I.# 0Y8A9.AM 3003782 3004417 3009125 3011494 3018578 R2717 R15206 00.NK50350 01NK3902 GPGC- 002- 02 -01. GPGC - 002 -02 -02 GPGC - 002 -02 -03 GPGC - 003 -02 -01 GPGC - 003 -02 -02 GPGC - 003 -02 -03 GPGC - 004 -02 -0 I. GPGC- 004 -02 -02 GPGC- 005 -02 -01 •••83/6/04 • kike 07/2I/87 08/30/94 06/11/99 12/28/99 07/30/01. 08/22/01 09/14/04 08/29/89 08/23(06 01/10/94 01/19/04 04/02/01 04/12/01 04/02/01 04/12/01 05/26/04 05/26/04 05/26/04 06/28/04 06/28/04 .•.. • 06/28/04 "••••• •••ij66/'s3 /Q4 •••. •••16/$4/04 ••:• •••• •• • • • • • •••• • •• d Roof Board: !./F1'Dens Deck. Prime & DuraGuartlf hard 11•1•6•i 1, . Refer to specific roof assembly NOA for mechanical attachment, and/or adhesive. 2. • • • • minimum dimensions and for type Ind patient of. • • • • • • • • . •• Fastening Patterns shall be a minimum, of 16 insulation fasteners and plates per 4' x 8' panel • • (1:2 ft), unless otherwise specified in Roof Assembly NOA. COMMENTS AND LIMITATIONS: 1. Georgia- Pacific products are components used in approved roof assemblies. 2. Georgia - Pacific products may be used with any approved roof assembly NOA listing a specific Georgia- Pacific product as a component part of an assembly. If a Georgia- Pacific product is not listed, a request may be made to the Building Official or the Miami -Dade Office of Building Code Cornpliance Product Control Division for, approval provided that appropriate documentation is provided. END OF THIS ACCEPTANCE NOA No: 07- 0124.02 Expiration Date: 02/14/12 Approval Date: 03/29/07 Page 5 of 5 • • • • • • • • • • • • • • • 04/23/2007 15:43 3057518573 • ROOF COVERING MATERIALS (TEVT) Rcaofing Systems (TGFU)-- continue Note: Deck roust be one of the following: A,) Monolithic poured cementitious deck. B.) Steel covered with gypsum board or perlite board 1/2 in, min, C) Structural decks with all joints covered with type 30 base sheet, extending 6 in. (min.) on each side of joint. D.) Metal deck covered with cellular concrete, gypsum concrete, vermiculite concrete or perlite concrete. Insulation: Any combination, any thickness of the following; "FMi- EPS" (uniform. thickness EPS) or "FMF- TAPER" (tapered EPS). Membrane: Any UL Classified membrane system. Surfacing River bottom stone (3/4 to 1 -1/2 in. in dram) 10001b /sq ft. Class A, B or C (see note) — Fully Adhered Incline is reduced to 1 in when Type G3 mineral surfaced trap sheet is used as the surfacing. Unless otherwise indicated, insulation is mechanically fastened in place. 1. peck NC Incline. See note Insulation: EP5 /perlite or EPS /wood fiber, any combination, any thickness of the following: A -) "FMI -EPS" (uniform thickness EPS) field covered with 1/2 M. min perlite or wood fiber. B.) "FMt- TAPER" (tapered EPS field covered with 1/2 in. min perlite or wood fiber). Membrane: Any UL Classified modified bitumen system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, I3 or C) will be the same as that for the original insulation /membrane roofing system. Max. incline and surfacing shall be in accordance with the classification. eslabJishsd for the insulation/ membrane roofing system. Base sheet (if any) shall be in accordance with the classification established for the Insulation /membrane roof- ing system. 2. Deck: NC Incline: See note. Insulation: EPS/perlite or EPS /wood fiber ( perlite or wood fiber 1/2 in. min thickness or 1/2 in. min USG Interiors "Micore MC 180 ", Huebert wood fiber, Georgia- Pacific "Strudi -Top ", Wood Fiber Industries Struc- todeck, Celotex woad fiber or Temple- Inland' Fiber Base" ) any combi- nation, any thickness of the following: A.) "FMI -EPS" (uniform thiclaless EPS) field coveted with 1/2 In.. rain perlite or wood fiber. B,) "FMI- TAPER" (tapered EPS field covered with 1/2 in. min perlite or wood Faber). Membrane: Any UL Classified CPE, CSPE, CR, EPDM, NBP, P18 nr PVE. membrane system suitable for use with any roof insulation. Surfacing: See Note. Note; Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max. incline, attachment of membrane and surfacing of membrane shall be in accordance with the classification established-for the insulation /membrane roofing system. Class A, 8 or C (See note) — Mechanically Fastened 1. Deck: NC Incline: See note Insulation: EPS/perlite or EPS /wood fiber ( perlite or wood fiber 1/2 . M. min thickness or 1/2 in. min USG Interiors "Micore MC 180 ", Huebert woad fiber, Georgia - Pacific "5trudi- Top ", Wood Fiber, Industries "Struc- todeck", Celotex wood fiber or Temple- Inland "Fiber Base" ) any combination, any thickness of the following: A.) "FMI -EPS" (uniform thickness EPS) field covered with 1/2 in. min perlite or wood fiber. B.) "FMI- TAPER" (tapered EFS field covered with 1/2 in. min perlite or wood fiber). Membrane: Any 11i. Classified CPE, CSPE, CR, EPDM, NBP. PIS or PVE membrane system suitable for use with any roof insulation: Surfacing: See note. Note: Classification (A, 8 or C) will be the same as that for the original insulation /membrane roofing system. Maximum incline, attachment of membrane and surfacing of membrane shall be in accordance with the classification established for the insulation /membrane roofing system, FOLLANSBEE STEEL 825349 STATE ST Pp BOX 610, FOLLANSSEE WV 26037 OTHER SYSTEMS Class A C°Flieci steel neck: -13/32 is (surfacing) Incline: Unlimitedas Impact: Class 4 iclCr}lors" Barrier Board: 1/4 in. (min). C-P Gypsum DensDeck® with all joints staggered a min of 6 in from the plywood, joints. Ply Sheet (Optional); Any UL Classified Type G1, G2 or G3 base /ply sheet, Type 15, 20 nr 30 felt or UL Classified prepared, roofing accessory or WR Grace "Ice and Water Shield ". ABC SUPPLY MIAMI _ PAGE 62/08 ROOF COVERING MATERIALS (TENT) 199 Roofing Systems (TCPU)— Cortfinued Surfacing Coated Steel roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 2, Deck: NC Incline: Unlimited Impact: Class 4 Barrier Board: 1/4 in. (min). G-P Gypsum DensDecka Ply Sheet (Optional): Any UL Classified Type GI, G2 or G3 base /ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield ". Surfacing: Coated Steel roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 3. Deck: NC Incline: Unlimited Impact: Class 4 t3artier Board: 7/16 OBS or 5/8 in. plywood over polyisocyanurate insulation board or polyisocyanurete composite board, any thickness. Ply Sheet (Optional): Any UT. Classified Type G1, G2 or (33 base /ply sheet, Type 15, 20 or 30 felt ar Ui. Classified prepared roofing accessary or WR Grace "Ice and Water Shield ". Surfacing: Coated Steel roofing panels, machenicelty fastened or with steel screws when roof deck fasteners (panel clips) not required. 4. Deck: NC incline: Unlimited Tmpack Class 4 Insulation: Polyisocyanurate, glass fiber, perlite or wood fiber, any thickness. Ply Sheet (Optional): Any UL Classified Type G1, G2 or G3 base /ply sheet,. Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WP Grace "Ice and. Water Shield ". Surfacing: Coated Steel roofing panels, mechanically fastened or with steel screws when roof deck fastener; (panel clips) not required. 5. Deck: C -15/32 Indite: Unlimited Impact Class 4 Heftier Board: 1/4 in. (mitt), C-P Gypsum DensDeck® with all joints staggered a min of 6 in. from the plywood joints. Ply Sheet (Optional): Any IJL Classified Type G1, t;2 or G3 base /ply sheet, Type 15, 20 or 30 felt or UT. Classified prepared roofing accessory or WR Crace ice and. Water Shield". Surfacing: Coated Steel roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. Clans C 1. Deck: C -15/32 Incliner 1 Surfacing. Coated Steel roofing panels, mechanically Fastened or with steel screws when roof deck fasteners (panel clips) not required. FONTANA PAPER MILLS INC •••• 8118554 13733 VALLEY BLVD, FONTANA CA�2335 • • • • • • • 15, 30 base /ply sheets ( "Vulc,t•Seal•15 ", •'Vr l ®$eal 30'' T4ulce -Seal 50P5b • Organic Base' and "Vaalca -Seal Organic Base'•) for use lrgtA'Construction t1f, built -up roofing systems. •••• SINGLE PLY MFelVIrli:E SYSTEMS. • Class A- Ballasted Deck: C- 15/32 • • • *Iodine: 2: •. • • • • Base Sheeb "Roof Deck Defa-11180v, hot mdppedb sr mecbatiieare • • fastened. • • Membrane Anv UL Classic • • • • • • ex • " m stone (3 to 1- . tn. am • ••••• G -P GYPSUM CORP, 511E OF GEORGIA- PACIFIC CORP • 2861 MILLER RD, DECATUR GA 38015 • •••• SINGLE, PLY M11tA]4E SYSTS • Class A, B or C (See Note 1) • • 1. Deck: 015/32 Iodine: See Not; (1 Insulation: Any Llt Classified, any thickness. . Barrier Board: (See Note 2) I•a-in., Win. or 5/8 -in. thick "DensDeck (5) Roofboard" or "DensDeck Prime® Roofeoard" or "DeneDeck Duna - GuardTM Roofboard" with all joints staggered a min of 6 in. from the plywood joints. Membrane: Any ULCIassified modified bitumen system, BUR system or CPE, CSM, CSPE, EPDM, NBP, PIB, PVC, TPO or IRE membrane system suitable for use with any nrof insulation. 2. Deck: C -15/32 Incline: See Note 1. Barrier. Board: (See Note 3) 34 -in., Lai -in, or 5/8 -in. thick "DensDeck 10 Roofbuard," "DensDeck Prime® Raofboard," or "DensDeck DuraGuard TM Roofhoard" with all joints staggered a mitt of 6 in. from the plywood f ointg. Insulation (Optional): Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: Any T,JL Classified modified bitumen system, BUR system or CPE, CSM, C9t'F, EPDM, NBP, PIB, PVC, TPO or THE membrane system. suitable for use with any roof insulation, • • • R492t16 • • • •, • • LOOK FOR THE UL MARK ON PRODUCT 04/23/2007 15:43 3057518579 ARC SUPPLY MIAMI 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Coaitinued �._ Note L Classification (A, B or C) and max incline will be the same as that of the Classified Roofing System (TGFU) currently limited to noncombustible deck, Note 2: The use of the "DenaDeckCl) Roofboard," or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" as a barrier board over the insulation permits the use of any Classified Roofing System (TGFU) which otherwise is Limited to use over noncombustible deck. Note 3: The use of the '"DenaDeck@ Roofboard," "DensDeck Primes Roofboard" or "DensDeck 13uraGtwrd'M Ronfboard" as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (FGFU) which otherwise is limited to use over noncombustible deck. When used, insulation must consist of one of the types specified. j St11T6106 PHOENIX BRANCH OFFICE 5402 W ROOSEVELT RD, t PHOENIX AZ 85043 OTHER SYSTEMS Class C 1. Deck: C -15/32 Incline: Unlimited Impact: 4 Underlayment Any UL Classified base'; ply sheet. Surfacing "GA -Mek Lock 12 -20 ", "GA -Strip 12.18" or "GA -SNAP 12-18" metal roof panels, min. 26 MSC. 1(17115 CACO WESTERN INC P O BOX 59838, SEATTLE WA 98138 FLDIO APPLIED ROOF COATING SYSTEMS These coatings are composed of a number of coating applications of plastic roof coatings in which a glass mat may be embedded to form 8 protective membrane as specified below (minima specified). All roof decks are to be primed with a mixture of one part neoprene coating o two parts solvent (1/3 to 1/2 gat /se). The quantity of primer should be sufficient to flow into all voids and cracks on the surface. To bridge joints and cracks, a polyester or glass fiber tape is to be applied aver one application of a neoprene coating. .A heavy coat of neoprene coating is then used to completely seal the tape. Coatings can be provided in different colors which are identified by different suffix numbers after the "14" or "N" designation. "Lire- Shield 60.06 BC" can be used wherever "lire- Shield 6006" is currently listed below. 85663 Class A 1. Deck: NC incline: 3 Coating: Two applications "Gacoflex Neoprene N -1400 Series ", 1 -1/2 gal /sq /application, Surfacing: Two applications "Gacoflex Hypalon F1 -22 Series ", 3/4 gal /sq /application, 2. Deck: NC Incline: 1 Coating: Two applications "Gacoflex Neoprene N -1400 Series ", 14/2 gal /sq /application. Surfacing Gacoflex Hypalon H -22 Series", 30 Ib /sq trowel applied. 3, Deck: C 15/32 Incline: 2 Coating: "Gacoflex LM-6014 err LM -60V ", 4 gal /sq. Insulation: One or more layers Dow Chemical "Styrofoam RIM PD, SM, TG" or "Styrorib ", any thickness. Surfacing: Crushed stone or river bottom stone, 3/4 to ] -3/4 in diameter, 9001s/se. concrete blocks weighing not less than 10 Jb /sq and spread riot more than 1/8 in, apart or Styrofoam panels surfaced with 3/8 in. minimum concrete mortar panels butted together. Optional, 2 oz /sq yd scrim 'Fabrene ", "International Paper 17689" or "Rufon Polypropylene Scrim" (not Classified) may be applied between the it Motion and crushed ,storm or concrete blocks, 4. Deck: NC incline: 1/4 All joints are blocked and covered with a 4 in. wide spun- bonded polyester tape and a stripe coat of "Gatuflex U -66 Series" (various colors). Base Coat "Gacoflex U -66 Seriev" (various colors). 1 gal /se. Surfacing: "Caroflex U -66 Series" (various colors), 2 to 2 -1/2 pal /sq into which is embedded crushed walnut ahelis (20 -40 mesh size) at 8 lbs /sq, 7bp Coat (Optional): "Gatt'fkx U -66 aeries" (various colors), 7/2 gal /sq, 5. t3eek: NC Incline: 1 /4 Base Coat "Gacoflex LJ -66 Serifs" (various crams) coating, applied at 1, gal /sq. Fly Sheet One ply of nonwoven fiberglass mat, applied into the we base coat of "Gacoflex U-66 Series" (various colors) coating, ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Cnrttittued Top Coat "Gacoflex U-66 Series" (various colors) coating, applied at 2 gal /sq. Surfacing: Into the wet tnp coat, crushed walnut shells are broadcast, applied at 7 Jb /sq, Top Coat (Optional): "Gocoflex U-66 Series" (Various colors). 1/2 gal /sq, Deck: NC Incline: 2 Base Coat: Two applications " Gaco DeckC5) Kit " (carious colnra), at 1 -1/4 gal /sq /epplica..tion, 5utfacing: Into the wet base coat, crushed walnut shells are broadcast, applied at 8 lb /sq. Top Coat Two applications " Gaeo Decke Kit " (various colors), applied at 1 gal /Re /application. NC Incline: 2 Scrim: One ply 6 x 6 reinforced fihergles mesh, loose laid or meehani- tally fastened. Base Coat: "Gacoflex A -92 Series" (various colors) coating, trowel applied at 3-1/2 gal /sq. Base Coat Two applications " Gaco Deck® Kit " (various colors) Mating, applied at 1 -1/2 gal /sq. Surfacing: Into the wet base coat, crushed walnut shells are broadcast, applied at 8 lb /sq. Top Coat Two applications "Gacn Dec 4' Kit" (various rolora) coating, at 1 gai /sq /application. 8. Deleted 9, Deleted. PAGE 03/08 Class 1. Deck: NC Incline: No limitation Base Coat; Two applications "Gacoflex Neoprene N- 1400 Series", 1-1/2 gal /sq /application, Surfacing Two applications "Gacoflex Hypalon H -22 Series ", 3/4 gal /sq /application, 2. Deck: C- 15/32" Incline: 1 'All deck joints blocked with 2 x 4's and all exposed surface deck joints have a nom 1/8 in. diameter bead of exterior latex acrylic caulk applied and struck flush, Joint Treatment: 4 in, wide spun bonded polyestgrrpgt is embedded into a 6 in. wide stripe coat of "Gacoflex A -56 Settiaa" coating, Scrim: One ply 6 x 6 reinforrinafibeigTaa mesh, Io'?E, elr;id or magi": • tally fastened, • • • •••• • . Base Coat "Gacoflex A.-52 Swiss: •(sarinus colors). coating, trowel.: • applied at 3.1/2 gal /sq. r • • • • • • Base Coat Two applications ' Gaeo I$eck tq Kit " (various • ccccsr's)• • • coating, applied at 1 -1/2 gal /sq/.i l?cl3tjon., ; •. ' • • • Surfacing (Optional): Into the wc4 hone coat, crooned w %]nut shellso Vie• • • broadcast, applied at 8 lb /sq. • • Thp Coale Two applications " Gaii Dstte Kit " (VJirjcligi�ii ors) covivg,• • • at 1 gal /sq /application. • 3. Derck: C- 15/32' ;' •;gipinet 1/4 • • • "All deck joints blocked with 2* 4's andall el pnsedsauface deck joints• • • have a nom 1/8 in. diameter bead•of exteri(Ir•lgto4'icrylic . ulk applied and struck flush. • • • Base Coat: "Gacoflex U-66 Series''(tarielts colons.),• 1rti;lle4 at 1 gaT /sq. Ply Sheet One ply of nonwoven fiberglass mat, applleaisinto the wet base coat of "Geerflex U -66 Series" (various colors) coating, Top Coat '"Gacoflex U -66 Series" (various colors) coating, applied at 2 gal /sq. Sutfadng (Optional): Into the wet top coat, crushed walnut shells are broadcast, applied at 71b /sq. Top Coat !Optional): "Gacoflex U -66 Series" (various colors), 1/2 gal /sq. 4, Deck X•13/32' Incline: 1/4 All deck joints blocked with 2 x 4's and all exposed surface deck joints have a nom 1/8 in, diameter bead of exterior latex acrylic caulk applied and struck Rush. Joint Treatment: 4 in. wide spun bonded polyester met is applied into a wet strip coat application of "Gacoflex A -56 Series" (various colors) coating. Base Coat: Two applications "Gaco Deektilf Kit" (various colors) coating, Bt 1 gal /sq /application. Surfacing tOptionalh Into the wet base coat, crushed walnut shells are broadcast, applied at 8 ib /vci. Top Coat: Two applications "Gam Deck® Kit" (various colors), applied. at 1 gaJ /sq /application. 5. Deck; NC Incline: 1/4 • LOOK FOR THE UL MARK ON PRODUCT • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, : Pate • • and following statement: "Miami -Dade County Product Control Approved ", unless the • • 3-W • 3se noted• • • herein. •••• • •••• • RENEWAL of this NOA shall be considered after a renewal application has been filtfigahtl there has been no change in the applicable building code negatively affecting the performance 8f tkfu prodirt. • • TERMINATION of this NOA will occur after the expiration date or if there has beet fvvision,rr • ; change in the materials, use, and/or manufacture of the product or process. Misuse ofthTs NOA as a$ • • endorsement of any product, for sales, advertising or any other purposes shall autoniatioail' terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination, nd remo val • of NOA. • •• •• • ••• • ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0915.05 and consists of pages 1 through 44. The submitted documentation was reviewed by Jc ge L. Acebo..%� NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 1 of 44 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing SBS /APP Modified Bitumen Wood -82.5 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Polyflex Polyflex G Polyflex G FR Polybond Polybond G Elastoflex S6 Elastoflex S6 G Elastoflex S6 G FR Elastoshield TS4 Elastoshield TS4 FR Dimensions Test Specification 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" ASTM D 6222 ASTM D 6222 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 Product Description Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, .APP mod l.. • bitumen membrane with a bum'off polyethylene • • • • back face and a granule top surface. • Torch, hot asphalt or cold adhesive epplied, polyester reinforced, SBS modified bitumen membrane with�a burn off polyethylene or sanded Deck face an+ • • polyethylene or sanded top surface. • • • • Torch, hot asphalt or cold adhesive applied, polyester: reinforced, SBS modified bitumen membrane with a • burn off polyethylene or sanded Mac&'t ce and a • • granule top surface. • • • • • • • Torch, hot asphalt or cold adhesive aliplied, por3tAter reinforced, SBS modified bitumen membrane Wit4.a burn off polyethylene or sanded back face and a • • granule top surface and fire retardant chemistry. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 2 of 44 Product Elastoflex V Dimensions 32' 10" x 3' 3 -3/8" ASTM D 6163 Elastoflex VG 32' 10" x 3' 3 -3/8" ASTM D 6163 Test Specification Elastoflex VG FR 32' 10" x 3' 3 -3/8" ASTM D 6163 Xtraflex Xtraflex G Xtraflex G FR 32' 10 "x3'6" 32' 10" x 3' 6" 32'10 "x3'6" Elastoflex SA P FR 32' 6" x 3' 3 -3/8" Elastoflex SA V FR 32' 6" x 3' 3 -3/8" Base Elastoflex SA V FR 32' 6" x 3' 3 -3/8" Elastoflex SA V 32' 6" x 3' 3-3/8" Elastoflex SA V G 32' 6" x 3' 3 -3/8" Elastotex SA V G 32' 6" x 3' 3 -3/8" FR Elastoflex SA P 32' 6" x 3' 3 -3/8" Elastobase 65' 2" x 3' 3 -3/8" Polyflex SA P Polyflex SA P G FR ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6164 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D 4601 32' 6" x 3' 3-3/8" ASTM D 6222 32' 6" x 3' 3-3/8" ASTM D 6222 Product Description Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a sanded top surface. Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a smooth top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a bum off polyethylene back face and a granule top surface and fire retardant chemistry. Self- adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face'' and a smooth top surface. • •'. "" Self- adhered, fiberglass reinforced SBS modified • • • bitumen membrane with a self- ddlt'e2i! back !ace' and a granule top surface. • Self-adhered, fiberglass reinforced SS.S modl i •. bitumen membrane with a self- ac31re? ig back !ace• • and a smooth top surface. . . • • • • Self- adhered, fiberglass reinforced, S$S modiall • • bitumen membrane with a self -dd1 back face* and a granule top surface. • • •••• • Self- adhered, fiberglass reinforced, $8$ modifild • • bitumen membrane with a self - adhering back filet„ ; and a granule top surface. • • Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. SBS modified asphalt coated fiberglass reinforced base sheet. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09 /14/06 Page 3 of 44 APPROVED INSULATIONS: Product Name Polytherm Al Polytherm Composite PYROX, White Line ACFoam 1I High Density Wood Fiberboard Perlite/Urethane Composite Perlite Insulation Type X Gypsum Dens Deck ENRGY -2 Fesco Board Multi -Max & FA TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insulation Rigid perlite roof insulation board. Polyisocyanurate roof insulation Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Apache Products Co. Atlas Energy Products Generic Generic Generic Generic G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. 0 0 00 • • • 0.00 • • •• • 0000 • • • • • • O 000 •• • • • • • • • • • 00• • •• • • • • • • • • • •• •. •0 •• • . • • • • • • 0000 • • • • 0.0• • • • • • •• • ••• • • • • • .• NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 4 of 44 APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. Insul -Fixx HD Fastener 8. Insul -Fixx S 9. Insul -Fixx P 10. Tru -Fast HD 11. Tru -Fast Plates 12. Tru-Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation and membrane fastener Galvalume AZ50 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate Name J.I. 3001334 J.I. 3000857 J.I. 3004091 #11757.12.00 -1 #11757.04.01 -1 #11751.05.03 #11758.08.03 00NK20869 Manufacturer Dimensions (With Current NOA) 27I"x 3 1/4" 3 "x31 /a" Various 3" square 3.2" round Various 3" round 3" round 3" round 3" round Construction Fasteners Inc. Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex ITW Buildex ITW Buildex SFS Stadler, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. .... • • "Che Tfu Fast C�flf' .. • •••• 1F1 Tr►, -Fast Ceig+. • • • • • • • • • •••• • • •••• Report • • Date • FMRC 4470 • • • • 02.15.00 • • • • • • •01.12.86•• •••01.1200••• •. • ... • 12.07.00 • •: 04.25.01 05.30.03 08.11.03 UL 790 06.08.00 NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09 /14/06 Page 5 of 44 Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with wood screws at 6" o.c. System Type A(3): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Any approved Polyisocyanurate Minimum 1" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Layer Insulation Fasteners Fastener Fesco Board Minimum' /" thick N/A N/A High Density Wood Fiber Minimum ' /Z" thick N/A N/A Dens Deck Minimum 'A" thick N/A • • N /A• • • • • • • • • •Note: Apply top layer of insulation in a full mopping of any approved mopping,�pii��t with: ie• • • EVT range and at a rate of 20-40 Ibs /100 ft2. Please refer to Roofing Applicatipp, Mndard RAS • • 117 for insulation attachment. Insulation listed as Base Layer only shall be used op) is base tyerr • with a second layer of approved top layer insulation installed as the final meinhrnde subitrtdta. • Composite insulation panels may be used as a top layer placed with the polyic®anurate•side: • • facing down. • • • • • • • • (Table 3) Density/ft' Anchor Sheet: Fastening: Ply Sheet: • • •' One ply of CertainTeed GlasBase, Polyglass Base, Firestone M$ Bases JM Pemaa.• Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as descrigad, • • • • • below: • • • ••• • • • •• Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 10 of 44 Membrane: Surfacing: One ply of Polyflex, Polyflex G, Poiyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, or Elastoflex SA V G self adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs /sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal /sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. Maximum Design Pressure: -60 psf; (See general limitation #7.) 0110• • • • • 0000 • • • • 00 • ••0• • • • •••0 • • • • 0.110 •• • • • • • • 0110• • •• • • • • • • • • • •• •• •• •• • • • • • • • •••11 • • • • •••11 • • • • • •• • ••11 • • • • • •11 NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 11 of 44 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied m approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by tb8a". Building Official, a revised fastener spacing, prepared, signed and sealed by a Flkida'registered "' • Professional Engineer, Registered Architect, or Registered Roof Consultant may e submitted. Staid • revised fastener spacing shall utilize the withdrawal resistance value taken from �'gs,tjn,Applicatign • • Standards TAS 105 and calculations in compliance with Roofing Application Stan RAS 1a. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure recluivaii'i.ents &f that • areas. Fastener densities shall be increased for both insulation and base sh+eetlas•calculated is • compliance with Roofing Application Standard RAS 117. Calculations prepared! signed ancr sealed • by a Florida registered Professional Engineer, Registered Architect, or Registered Nof Consultant • • (When this limitation is specifically referred within this NOA, General Limitation #9 wil!fl8t>sg applicable.) • • • •••• 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termin&tio$ desig!& '?;IA • conform to Roofing Application Standard RAS 111 and applicable wind load requirements. • • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE 4,T Good NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 44 of 44 04/23/2007 15:43 3057513579 • ROOF COVERING MATERIALS (TEVT) _ __ AFiC SUPPLY MIAMI r vrr Roafing Systems (TGFU)— Continued 3. Deck; C -13/32 Incline: 1/2 Insulations: Two or more layers (insulation joints staggered a min of 6 fn. from plywood deck joints) polyistuyanurate, perlite /poly':suc}anurate composite, perIitt /urethane composite, glass fiber, phenolic or perlite, any thickness, Base Sheet: One or more layers "ELASTOBASE ", "DUFLEX ", "ELASTOPLEX V ", Type 15 felt or Type G2 base sheet. Membrane: "DUFLEX", "DUPLEX G", "POLYBOND ", "POLYBOND G ", "i OL YFLEX" or "POLYFLEX G" (modified bitumen), heat welded. Surfacing: Kokem Products "Stmguard Acrylic Roof Coating" at 1 gal/sq or Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating or Karnak No. 91 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/ sy. 4. Deck: C -15/32 Incline: 1/2 Insulation: 1/4 in, thick G-P Gypsum Dens1)eckt3, perlite, wood fiber or glass fiber,1..in., mechanically fastened. Base or Ply Sheet One or more layers "DUFLEX" (mechanically fastened or heat welded), "fiLASTOBASE ", "ELASTOXLEX V" or Type G2 base sheet (mechanically fastened or hot mopped). Membrane: "DUFLEX ", "DUPLEX G ", "POLYBOND ", "POLYBOND G ", "POLYFLEX "' or " FOLYFLEX G" (modified bitumen), heat welded or hot mopped.. Surfacing: Mousey Prrxlucts "Endure Aluminum Roof Coating ", "Weather Check" or "Pro - tirade Aluminum Roof Coating", 1.5 gal /sq or Karnak No. 97 Pibroted Aluminum Asphalt Roof Coating or Karnak No. 97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/ sq. 5. Deck: NC • Incline: 1 Insulation (Optionati: Polyisacyanurate, glass fiber, perlite, wood fiber, spy combination, any thickness. Base Sheet "DUFLEX" (mechanically .ktstened or heat welded) or Type G2, mechanically fastened or hot mopped. Membrane: "DUFLEX ", "DUFLEX G ", 'TOLYTIONLY', "POLYBOND G ", "PQIXFLEX" or "POLYFLEX G" (modified bitumen), heat welded Surfacing :. Grundy Industries "al MB Aluminum Roof Coating' at 1- gal /sq. 6. Deck: C•15/32 Incline: 1/2 insulation: 1/2 in. to 2 in. Partek Faroe Cap Board, 3/4 in. to 2 in. fiberglass, or 1 in. to 2 in. isocyanurates with all joints staggered 6 in. from the plywood joint or 1 layer "Insulbaae " (seams heat welded). Base Sheet: Two or more layers (in any combination) Type G2 base sheet (mechanically fastened, hot mopped or heat welded), "ELASTO- BASE", "ELASTOPLEX V ", "ELASTOSHJELD TS 4 ", mechanically fas- tened, hot mopped or heat fused. Ply Sheet (Optional): "POLYFLEX ", "DUPLEX" (mechanically fas- tened or heat welded), "ELASTOBASE ", "ELASTOFLEX V", "ELAS- TOSHIELD TS 4 ", mechanically fastened, hot mopped or heat fused. Membrane: Polyglass "Elastofex VG -FR ", heat fused or hot mopped. 7. Deck: C-15/32 Incline: 1/2 Base Sheet: One ply "ELASTOBASE ", "ELASTOFLEX V" or "DUF- LEX ", nailed. Ply Sheet One ply "DUFLEX" (heat welded), "ELASTOBASE" or "ELASTOPLEX V ", hot mopped. Membrane: Polyglass, "ELASTOFLEX VG FR ", heat fused or hot mopped. 8. Deck: NC incline: 1 Insulation: Polyisocyanurate, urethane, perlite /polyisocyanurate com- posite, perlite /urethane composite, glass fiber, phenolic, perlite or wood fiberboard, any thickness, Base Sheet: One or more layers "DUPLEX" (heat fused or mechantcally fastened), "ELASTOBASE ", "ELASTOFLEX V" or Type G2 base sheet (hot mopped, heat fused or mechanically fastened). Membrane: "PO1,YALL ", " "POLYRAM " ", "DUPLEX G FR" or "POLY - FLEX G FR" (modified bitumen), heat fused. 9. Deck: C -15/32 Incline: 1/2 Save Sheet One or more layers "DUFLEX" or "POLYGLASS Base' (heat fused or mechanically fastened), "ELASTOBASE ", "ELASTOFLEX V" or Type. G2 base sheet (hot mopped, beat fused or mechanically fastened). Ply Sheet: One or more layers "DUFLEX" or "POLYGLASS Base" (heat fused) or "FOLYGLASS Base", " ELASTOf1A5E ", "ELASTOFLEX V "• or Type G2 base sheet (hot mopped). Membrane: "POLYALL ", "FO1-YR,AM", "DUPLEX G FR" or "POLY FLEX G FR" (modified bitumen), heat fused. 10. Deck: C-15/32 Incline: 1/2 PAGE 01/03 ROOF COVERING MATERIALS (TEV1') 379 Rot fling System; (TGFU)— Cantintrecd Insulation: Polyisu cyanuratc (2 in. min), perlite (3/4 in. min), glass fiber (7/16 in. min), perlite /polyiaracyanurate composite, perlite /urethane composite (2 in. min) or (2 in. min) poiyisocyanurate covered with 1, /2 in. perlite or wood fiberboard. Base Sheet: One or more layers "DUPLEX" (heat fused or mechanically fastened), "ELASTOBASS", "FFLASTOFLEX V" (heat fused, mechani- cally fastened or hot mopped) or Type G2 base sheet (hot mopped. or mechanically fastened), Ply Sheet One or mane layers "DUWL,EX" (heat fused) "ELASTO- BASE ". "ELASTOFLEX V" or Type G2 base sheet (hot mapped). Membrane: "POLYALL ", "iPOLYi AM ", "DUPLEX G FR" OT "POLY FLEX G FR" (mollified bitumen), heat fused. 11. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, urethane, perlite /polyisocyanurate com- posite, perlite /urethane composite, glass fiber or wood fiberboard, phenolic or perlite, any thickness. Base Sheet One or more layers "DUFLEX" (heat fused or mechani €ally fastened), "ELASTOBASE ", "f:LASTOFLEX V" (hot mopped, mechani- cally Fastened or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened). Membrane: "EL4.5TOSHIELD TS4 FR" "Ei.ASTOPLEX G 56 FR" or "ELASTOFLEX VG FR" (modified. bitumen), hot mopped or heat fused. 12. beck: C -15/32 Tncline 1/2 Base Sheet:. One nr more layers "DUFLEX" (heat fused or mechanically fat ,- . , "ELASTQIiASE ", "ELASTOPLEX V" or Type G2 base sheet at mopped or mechanically fastened). PI Sheet: One or more layers "DUFLEX" (heat fused), "ELASTO- "ELASTOFLEX V" or Type G2 base sheet (hat mopped). c: "ELA.$TOFLE.X G 56 FR," "'ELASTOSHIELD T54 FR" or FLEX VG PR" ( mndified bitumen), hot mopped or heat fused. -15/32 Incline: 1 /2 sulationr, Polyisoc yamrrate (2 in. min), perlite (3/4 in. min), glass fiber (15/16 in. min), perlite /polyisocyanurete composite, perlite /urethane composite (2 in, min). Baste Sheet One or more layers "DUFLEX " (heat fused or mechanically fattened), "ELASTOBASE ", "ELASTOFLEX V" or Type G2 base sheet (hot mopped or mechanically fastened), Ply Sheet One or More layers "DUPLEX" (413•11114), "ELASTO- BASE", "ELASTOFLEX V" oeTpe G2.baae sheet $il esnopped). Membrane: "ELASTOPLEX t:;Nelk, "; ELASTO W 154 FR" o• "ELASTOPLEX VG FR" (modifigiIailvap), hot rased or heat i • i • 14. Deck: NC • Incline: 1 Building Unit/Insulation: "IN 1•Jft3A " or "INSUEROOFING; • mopped or mechanically fattened']• • • • • • • • • • • Membrane: "POLYALL ", "PODORPA 4 "DUR EX g r "' or "MAW. • FLEX C FR" (modified tumen] j,egl ed. • • 15. Deck: C -15/32 • ifeline :1 • • Building Unit/Insulation: "INST. t,ASE" or ifraGLROOM: • (meclumically fastened), • • Membrane: "POLYALL", "POCYRA•f iti "13UFLFAIE sPR" or "Mai[.: • FLEX G FR" (modified bitumen, heat fused. • • • • • • • • 16. Deck: C -15/32 • • Incline: 1/2 Building Unitlineulation: "INTAJLBASE " of ••IpISCT.ROOFSNG" • (mechanically fastened). • • Membrane: "ELASTOFLEX G 56 FR" (hot mopped or heat fused), "E.LASTOSMELD TS4 FR" or "ELASTOFLEX VG PR" (modified bitu- men), hot mopped or heat fused. 17. Deck: NC Incline: 1 insulation: Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Primer: Not UL Classified — as required by manufacturer. Membrane: "POLYBOND ", "POLYBOND G ", "POLYPLEX", "POLY - FLEX G", "POLYPLEX C, FR ", "DUPLEX ", "DUPLEX G" or "DUPLEX G FR ". SurFaeing (not required for "POUF-EX G FR" or "DUPLEX G FR" ) Monsey Products "Endure Aluminum Roof Coating ", at 1.5 gal /sq or Grundy Industries "al MB Aluminum Roof Coating', at 1 -2 gal /sq. 18. Deck: NC incline:1 insulation (Optional): Any thickness, one or more layers Ui, Classified perlite, wood fiber, glass fiber, polybsocyanurate, polyisocyanurate/ composite, EFS /wood fiber, EPS /perlite or EPS /composite. Base Sheet: One or more layers Type G). or G2 . LOOK FOR THE UL MARK ON PRODUCT Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 wit= Inspection Date: 04/1 /2008 Inspector: Lo GONZALEZ, ALAIN Owner: Job Address: 389 99 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: ISAACS ROOFING & INSULATION CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 786/277 -9756 Parcel Number 1132060135540 Lot: Phone: (305)234 -5234 Building Department Comments NEW ROOF FOR FLAT Passed Inspector Comments CC �� - I - 'g Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 14, 2008 Page 1 of 2 C1: R= 25.00' A =90' 15'49 "(C) A= 39.38'(C) T= 25.115'(C) 25'(P) r FND. 5/8" 'n LP, 0.13'(S) Ply x 29.90 �9• 25'(P) V. O N 78.07'1 20.15 10' ASPHALT FND. 5/8" 35' I.R. & CAP 0.17'(S) C.B.S. GARAGE 0.45' FINISHED FLOOR ELEV. =9.24' 24.50' of O Lri —x —x- 29.98' W Z W 13.13' 9.70' TWO STORY C.B.S. RES. #389 FINISHED FLOOR ELELV. = 11.74' t O 19.00' O N -CONC. , 14.35' 6 .4. FN1 A.R. P. 5/8" & CAP FND. 5/8" I.R. 0.10'(N) 25'(P) 25'(P) CONC. WALK• 0 0 N N 9; • •.' 53.07. 7 91 ^;FND. 5/8" I.R. • &_ CAP 9 t STREET x(75 R /W) 22' ASPHALT •• ••• • • • • • ••• • • • • • • • • • • • • • • 'i• •`• ".,.,• •• ••• •• • • • ••' • • ••• ■■• ' '••• 600 • • • • • • ■ • • • • • • • • • • •• • • • • • • • • • • • • • • • . r• •• • • • • • • ■ ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •••• • • ••• • • • • •••. • • SCAT.'E;l ;= 20' SKETCH NO.: 05 -1432 , DiNAWN BY: KW. SIDE 2 OF 2 PINNELL SURVEY, INC. 2151 WEST HILLSBORO BLVD., SUITE 206 DEERFIRLD BEACH, FLORIDA 33442 (954)418 -4940 FAX(954)418 -4941 CERTIFICATE NO.: LB6857 1215 WEST 19TH STREET HOUSTON, TEXAS 77008 (713)880 -0808 FAX(713)802 -1221 SURVEY ADDRESS: 389 N.E. 99TH STREET MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NO.: 120653- 0093 -J DATE OF FIRM INDEX: 07/17/95 LOWEST FLOOR ELEVATION: 11.74' GARAGE FLOOR ELEVATION: 9.24' REFERENCE BENCHMARK: DADE COUNTY B.M. # 3100 S.W. N-444, ELEV. = 10.79' CERTIFY TO: 1. KIM & LOWMAN, LLP 2. ALAIN GONZALEZ 3. ATTORNEYS' TITLE INSURANCE FUND, INC. 4. BANK UNITED, FSB, ITS SUCCESSORS AND /OR ASSIGNS, AS THEIR INTEREST MAY APPEAR POTENTIAL ENCROACHMENTS: 1. NONE VISIBLE LEGAL DESCRIPTION: LOT 24, AND THE EAST ONE -HALF OF LOT 23, BLOCK 40 OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LEGEND & ABBREVIATIONS: A =ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT ASPH. = ASPHALT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE CONC. = CONCRETE C.L.F. C.L.P. (C) C.B. C.R. D) D.B. D.C.R. D.E. ENCH. = CHAIN LINK FENCE = CONCRETE LIGHT POLE = CALCULATED = CHORD BEARING = CABLE RISER = DEED = DEED BOOIC = DADE COUNTY RECORDS = DRAINAGE EASEMENT = ENCROACHING ESMT. = EASEMENT ELEV. = ELEVATION E.M. = ELECTRIC METER FND. =FOUND F.P. & L. = FLORIDA POWER & LIGHT LP. = IRON PIPE LR. = IRON ROD L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M) = MEASURED MAINT. = MAINTENANCE NO. = NUMBER N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS P.D. P.C. P.L P.R.C. P.T. P.O.B. P.O.C. P.P. R RES. R/W T (TYP.) U.E. W.F. W.M. 2 = PLAT BOOK = POINT OF CURVATURE = POINT OF INTERSECTION = POINT OF REVERSE CURVE = POINT OF TANGENCY = POINT OF BEGINNING = POINT OF COMMENCEMENT = POWER POLE = RADIUS = RESIDENCE = RIGHT -OF -WAY = TANGENT = TYPICAL = UTILITY EASEMENT = WOOD FENCE = WATER METER = DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION t GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. 3. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 4. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5 ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND USI fl B 4E•NQT: : • LOCATED. • • 7. BEARINGS SHOWN HEREON !' ANY), =.z- :� r , v a �:T® : • THE BEARING SYSTEM US • • • • REFERENCED IN THE ABO 8. FENCE OWNERSHIP IS NOT • • CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 61G17 -6, FLORIDA ADMINISTRATIVE CODE, ADOPTED EY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. •• • • • •.. JASO1EH.P PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA • • • • — • • • -• . 1 • • • �,� MD, • • • • • • • ••• • • • ••• • • . • • UPDATE & TOPOGRAPHIC (06-= :064346 : • • .: : S.V. REVISIONS • •f•ATt ' "C !D BY J SKETCH NO.: 05 -1432 DATE OF SURVEY: 03/30/05 CHECKED BY: S.V. FIELD BOOK/PAGE: FILE SIDE 1 OF 2 J W z H /19 230 npyMiami Shores Building Department '' Product Approval Schedule / Comparison Chart Address: 3 q rAZ . q 9 o ' ermit No. Co @ BUILDING CODE C00114.16.NCE OFFICE (BCCO) PRODUCr CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TItACO Seemity Windows & Doers, Inc. 71 Program Avenue Cranberry Township, PA 1 111)gcgEVM !QI JAN 2 2 2007 BILAMII -DADE COUNTY, FLORIDA NIBIRO -DADE PLAGLER BUILDING 140 WEST MAGI= STREET, SUITE 1603 MIAM6 FLORIDA 33130 -1563 (305)315 2901 FAIL(305) 375 -2908 SioPE: This NOA is being issued under the applicable items and regulations governing the use of construction materials. The documentation subn>htcd has been reviewed by Warn-Dade County Product Control Division and opted by the Board of Rules and (BORA) to be used in Abend Dade County and other areas where allowed by the Authority Having loam (ALU). This NOA shall not be after the expiation date stated below. The Miami Dade County Product Control Division (In Mind Dade County) andfor the AEI Oa areas odor than Miami Dade County) reserve the right to the this }product or the material' tee for ! 1 purposes. If 1ff this producctt or material fails to p f m in the ptcd 'inners the i { t%11 .1 ' '�' 1 Imo` i'!+ r 7 1 a such testing and the A[7W may /mutely revoke, modify, �1� within their 1V8K reserves {{G right to revoke this if it is "r"i { `' Dade County Product Cpl Division that this product or material fails to meet the building code. .,..: � Tbis.pra�ctrs approved as gncd to comply with the h a Cp� • including the Blgh Velocity v; DESQtJF .TON: Series :. 711 a gong Window —L M.L • • • •• • • • • APPROVAL DOCUMENT: 7 a i ! titled "Coastal-240 S Single w 1�C. • ' Missile Impact Resistant", sheets I1 1 3 , 3 Frank L. PB. Coodi • • • dated 01/13103 with revision "2" on 12/21105, signed eclby Frank L. Bernardo, P.E., iar'ing king- Dade Dade County Product Control Revision stamp with the Notice of nu�and • • • .. • date t1 • Miami -Dade County Product Control Division. • MISSILE IMP ACT RATING: Large and Small Missile Ihnpact • • • • • LABELING: Each unit shall bear a permanent label with the m ___ _ s name ar.1 Fityotete and • • • • • following statement %EEamnDade County Product Control Approver, unless otherwise no•herein, • • • • • RENEWAL of this NOAshen' be c orsidered. after arenewal boa has been filed and there has been no • change in the applicable buddag code negatively the performanceof this Fodor= . TERMINATION of this NOA will boars after the expii ddon date or if there has been arevission or change in the materials, a>C, for manufacture of the prodcue of process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other p shall terminate this NOA. Failure to comply with any section of this NOA shall be cause far • n and removal of NOA. ADVER : The NOA number preceded by the words Mla mi Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dirmibuto s and shall be available for inspection at the job site at the request of the Building OMclaL This NOA revue NOA 02-1120.43 and consists of this page 1 acid evidence pages E-1 and E-2 as well as the approval docammtt mooned above. The submitted documentation was reviewed by ` o F. Gonzalez, PE., fir, BCCO NOA No 05-0930.03 EXpirattell Data March li, Approval March 23, 2006 rape 1 ` .t‘ &t o! v s 5a,./r/ wi Tl�AC4 W*dws & Do & bw NUTECE ACCEPTANCE; EVWENO SUBNII I I1 A. DRAWINGS 1. Marnfacturerk die drawings and sections. 2. Drawing No fly -TRA , titled "Coastal -240 Single Hung Window Large bye Resistant", Sheets 1 fluwgh 3 of 3, prepared by Frank L. Bernardo, PEA, dated 01/13/03 with revision "T" on 12l21/05, signed and sealed by Tank L moo, P.E. B. TINTS L- Test reixsts oni) Air Insltrion Test, per FBC, TAS 20294 2) Uniform Static Air 1 iswe Test, Loading per FBC, TAS 202-94 3) Water Rodiatance Tom, per FBC, TAS 202-94 *Large hnpact Test per FBC; TAS 201-94 5) Cycdic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Emxy Resistance, per FBC 2411.3.2.1 and TAS 202-94 along with -up drawings and installation diagram of an aluminum hung window, prepared by American Test Lab. of South Florida,. Test RepratNo. ATL- 0713.01, dated 10/07199, signed and sealed by rte° imR. Mehaer, R2. . and Henry Hatteni, P.E. With addradmn letter dated 2/23100, den/4V seal• • by William R. Memter, P.E, "Submitted iMerer NoA#o2 -11 g.d3" • • 2. Test reports oni) Air I on Test, per FBC, TAS 202-94 .. • • 2) Uniform Stag Air Pie Tit, Loading per PBC, 3'AS 21• • 3) Water Reitisetnee Test, per FBC, TAS 202-94 •. • 4) Large baste Inert T per FBC, TAS 201-94* • • • ' • • • • • 5) Cyclic Wind Pressure Leg per FBC, TAS 203-14: • 6) Forced Furry Resistance, per PBC 241132.1 atfd TAS 202-94. • • • along with drawings up drawings and installation diagram of an abintniv sin*,. • •. hung win' dow, Eby Fenestration Testing Laboratory, Inca 'rest Kurt No.• .. X2363, dated July 22,1999, signed and sealed by Jose D. i PE. "Submitted muter NOA# 92-1120!03" C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Flank L. FR Consulting Engineer dated 09/22105, signed and sealed by Frank L. Bodo, P.E. CASTME D. QUALM ASSURANCE 1. Miami Dade Building Code tr E -1 P.g. , _ _ CailliCanipilanaa Mike NOA No Endration 058930.03 Date: Mardi 17, NM ApprovidDatte Mardi MN TRACO Security . Windows & Dour& Iuc» NOTICE OF ACCEPTANCE: EVIDENCE PS ENCE SU E. M CERTIFICATION: 1. Notice of Acceptance No. 044/21.01 issued to Eico Industries, Inc. for "Tama Conetete Airs" dated 03/09/06 expiring on 01/08/11. 2. Notios of Acceptance loo. 04 21.02 issued to Solutia, for "St4fier 1BIG i VB Polyvinyl Butyiral Interlay_er" dated 01108104, exp ring on 05/21106. 3. Notice of Acceptance No. a-ma issued toE. I. DuPont DeNemours for _ Glass with as Iaterlayer dated 01/06/06, expmng on 12111/10. E. STATEMENTS: 1. Stint letter of conformance and no financial interest 09/02/05, signed and sealed by Frank L. Bennardo, P.E. G. OMER 1. Notice of Acceptance No 022120.03, issued to TRACO Security Windows & Dears, Inc. for their dies" 240" Aluminum Single Hung Wia_dow- I Resistant, approved on 02106!03 and expiring on 03117/dt8. • • • • • •••• • •• •• • • • • - •. • • • . • • • • •• • • • • • • • •••• • •• • • •• • • • • • • •• •• • •• • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • • E -2 P.E. , Ogle Offlopillanot OM* Expiration Date; March 17, UN Approval Data March 23, 2006 • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• COASTAL-24Q SGL H Nt WINDOW a 7 r.--4/56 .0801NTERLAWSSAW0 M ANN. map '.020u LTt D 9Y'Soum DOW ig/comE♦ 1199 DESEGN LOAD CAPACITY (PSF) • • WtDTN •• ••• • • • • • • • •" a • • •'^YL�L • • - it c') T: �i�1E I[fpfk3Ef?311111111 �� 81i' IA AnuillIllallii off 1111t:zTT! ST UM 1i111111r EMI W. -E6 I/2" iiiAllEllilliMINIIIIIMM bRlnF 83 :. MN' I 3r :K 4° T41/4' 1 rum KM �;SL�I l71EMENI11 101111011111103111111111ff rrtibm pr ,9)10 118' ANN. WO .090IO'IAL9Y9A au= PTO T-1/0' AOtlV�TAHAASS f"COMIWO1199 NWB' OVUM. LAH.ANN.OIMOS 9/110 OVEPAL LAN. ANN. CLASS WINN=SYWMARDIAN' 6ULZING(PM[CN5 1AMRlAmBy/AMANar LAD �H.T�.r.3. .of. ZZNyDICrn�E mesa OF WSW ATAT3MST3 (EACH HERD NAO. • .-fb ROTC' 'MICRO TOTAL HUMERIgP ANCHORS AT mum GENERAL NOTES: 1. ma STST884 omit= 008000N NA0eau own so TESTED M Al ANCE WITH TH8 SLOW EWLDINO HIGH ANT aaU 2ANe.Hnrais VIYP�Oi9TA8 2. ND 334/390 INCRSASs 11 ALLOWA@LQ SIMS HA$ BEIM USED SO WINO sire HAS 0330 S0R WOOD 4. - D LDURA7IO11 FACTOR CS.18 3. PO91TnV8 AND NEGATA+S 085:4+114 PMEEM OALC l A'9O RSA use WZMWES STEM* ILHAU.'8E. BYOTROSONq 1DfrSPEWIC ROSIN S RDANC81V11H raise U0UD80D0s 4. Tire ENS TIM DEMAU.ED HEROIN HAS 19 35511114110 P5R S91/UNS•DAA9 COUNTY PROTOCOLS TA$40 TAE+202, ATAS4O3 AS REP825 OR D ON TEST REPORTS.80712.0145 AMM�APTNyTEST IAE (A10 SEW BY SE EISTAIARO UMW '�uPHTBM1t81' S; THE SW IM ovum moms O 1C AND DOES NET PROMS IMAM H1t14RLa�8�O 81Ttl. POR811ECONIQT10N3 0liffni NY PRON INS C'OND1 080ASSO HELM A LICENSED MOMS sessragO MX= SHALL NOIPARINITHIO= 70CUiNENTSFOR USE IN CONSPEC72Or1'WRN TICS 0021110 I'. S. PERAIIIHCADER SHALL M THE AMMO OF Tie EMI= Mamma m emo= s1 WADS. WOW SUCKS GICXXLITURdnia axANCHORE53 PROPERLY TOT W128TO 7. P A W S CLAM W1TH Mr LM4 W D SLABS 40Y `GUA10i1AN' DR 7 ARE LAM MIME II4PALT RTlOSTON 950 DO NOT MUMS IMPACT RESiBTNNT S)RMS. 1. MOMS SHALLSI COMM AS 08153 PER MANUFACTURERS aimmemardp AND SPASIDAS SHWA 1 N. ANI.HDR Emomma TO BASS NO.M4 MUM= en= ORVIALS DRi. 9 AISSTEL IN CONTACT WITH =MEWM OM El ammo OA IM 11P1 AL. ANCH R.S •1O 80.3 INTO VP W000 FOR WOOD SIRICTURO 1 -8/8' 000.. ?ENETAATIAN RYTO'NODD 3/16'TAPOO148SEP MOO) NI EQUIV. CONC, ANCHOR HOLOZNO CURRENT NOTSCS cPAC11IPTANCB. T14T028Y WDDD SUQC OR WOODBTRUCT'URE 1•3/8' 1014. P20 2T95TL0N INTO W000 3/18° TI.PCON$ (SY Wm) OR W14EV.t NGAN¢ i9RHOLOINGC UARENT NOT= OPAOCi1PT9WeS.L THRU l OY WOOD RUCKS INTO MASONRY OR D1RT91I.Y 1100 MA 00010 1.114 MIN. WOO INTO CONC. CO MASONRY /1 'LARGE MISSILE IMPACT RESISTANT WINDOWS IVi SHUTTERS NOT REQUIRED SEALANTS: TRANS AND VENT CDPH®18 SEALED 10014950.0.080.0080.0005534. • • ... • • • •.• •• •• • • • •• •• • • • • • • • . • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • (WA PAAyNSf4�t • • ..r.." �.: NAY8R00. MANP� • ..� QQb4•TB - • 4S 060404 ARA�M�"BT�U•f TB ,_. PAua014as 806&78 VOtil'7� 6003.18 VENT mum OOS3 -TO • 0OBO•TE 7 • - •1 PB{EO pip. 0257.40 ' • 0 • b00 0tA988fCi 0042.76 • 4 .pp. , 1n': Amax saws •8x1 °PNPNOIS .._. 10 01202.038 A0RE . 181NTMSStl481.Y BcREW •A X W PHRB Bldg •Lb 04440402 M R8Q0. WBTiOPPiNO IP4502CF�IED 6091LECEL p'LON snap 12 0646 202 12 401194111.44X .10' x.30' X 240r Lcon ! 2'110:011909 s M I4123PAN 23 AS NM. 01•119191 c0 'saromo3 cmwuao 14 00740.078 2 SW48P1.00t (AT 04/PP1 4EN52 �ICCpuT MMOOU.oIN7. 80 04048.030 3 OL9L76N D TACO Kato . W0NDCW C6tIFaP18MB (B/8• 00%P 26 090.00429 2 MAP IAm4 5 l a0 Wl 0084.78 I 10WWCM 37 0*02-229 AS RBA BI .OVIS I. WIDOR 38 20 047.9041:8 A®R2 9. PIN82AI.P1L5 0101529,91110X144 MOM. L 2 1 01:- 90.170 4 Me. W A I L 4 9 2 1 9 1 2 HO X 7• P024 0 IYY'' �itY!Sl�itll,.li11 M1lli'ryl E G \�w 3r' • 0 • • lairtill t:=111 ,, • • (WA PAAyNSf4�t • • ..r.." �.: NAY8R00. MANP� • ..� QQb4•TB - • 4S 060404 ARA�M�"BT�U•f TB ,_. PAua014as 806&78 VOtil'7� 6003.18 VENT mum OOS3 -TO • 0OBO•TE 7 • - •1 PB{EO pip. 0257.40 ' • 0 • b00 0tA988fCi 0042.76 • 4 .pp. , 1n': Amax saws •8x1 °PNPNOIS .._. 10 01202.038 A0RE . 181NTMSStl481.Y BcREW •A X W PHRB Bldg •Lb 04440402 M R8Q0. WBTiOPPiNO IP4502CF�IED 6091LECEL p'LON snap 12 0646 202 12 401194111.44X .10' x.30' X 240r Lcon ! 2'110:011909 s M I4123PAN 23 AS NM. 01•119191 c0 'saromo3 cmwuao 14 00740.078 2 SW48P1.00t (AT 04/PP1 4EN52 �ICCpuT MMOOU.oIN7. 80 04048.030 3 OL9L76N D TACO Kato . W0NDCW C6tIFaP18MB (B/8• 00%P 26 090.00429 2 MAP IAm4 5 l a0 Wl 0084.78 I 10WWCM 37 0*02-229 AS RBA BI .OVIS I. WIDOR 38 20 047.9041:8 A®R2 9. PIN82AI.P1L5 0101529,91110X144 MOM. L 2 1 01:- 90.170 4 Me. W A I L 4 9 2 1 9 1 2 HO X 7• P024 0 IYY'' �itY!Sl�itll,.li11 M1lli'ryl E G \�w 3r' • 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • ••• •••. • • • • • • • • • • • • • • • • • ••. • • • • • • • ••• ••• • ..•; • • 1.780- @S'TRA-0003 I(<i7'iIN,T MMUMW BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: MJLMI DAi *E COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of fiction iaatdrials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where alkiW d by the Authority Having Jurisdiction (AR]). This NOA shall not be valid after the expiration date stated below. The BCCO (hi Miami Dade County) and/or the Alit (in areas other than Miami Dade County) reserve the right to have this product or material tetted for quality assurance purposes. If this product or material fails to perform in the accepted warmer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; modify, or suspend the Use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Beg Code, 1994 Edition for Miami -Dade County or Florida Building Code. • • • • DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) • APPROVAL DOCUMENT: Drawing No.M9508A, Sheets 1 through 3 of 3, tined "Aluminehan•Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.B., dated 12/11/01, bearing the Mamekele.C.ountrtroduct Control Renewal stamp with the NOA number and expiration date by the Miami -Dade CountrP roduct ContMI Division. MISSILE IMPACT RATING: Large MIss11e. • .• • • • • • • •• .• • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, lute and ... following statement "Miami-Dade County Product Control Approved ", unless otherwise noted lerein. • • • •.' RENEWAL of this NOA shall be considered after a renewal application has been filed and tale rotas bet a%) 70h change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will oc cur after the expiration date or if t e e has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99-0104.02 and consists of ibis page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date? January 2, 2007 bl�J(Q Approval Data: January 2001 p S Page 1 ttt4r tug. w,el J ctuxbitL AsuhawitolTAJTO P &) • •• • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • • • • 4,600 EMS MEAL VENDOR FRAM • • • • • ••• • • • • • • • • • • • Typica • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • G1 2010 PRODUCT 1X2%1 AWMN • • • • •• ••• •• • % 3 ;941/C • • •• • —12 • • • •• • • • • x af!:L1e X 1/4 L. • 111.11411 iiui 0.000. -4 4200 HORIZONTAL OR VERTICAL, gee ,WINCOW OR DOOR APPROVAL FOR 'MOM SJW AND SPACING INSTRUCTIONS; USE CHARDS AMD OR4PNS AS FOURS. NE DESIGN LOAD REOWJR6 PER ASCE 7 APPROVED FOR PARTICULAR OPSNING. IMEEJ EAeon moE LOAD REq QAQRS 0IAZ 00 PRODUCTS KEW . ice use CormeenoN TO wpm AS PER PRODUCT APPROVAL .122-4 WEEDY Ne1X26JM slim 1pAC00. USOVO OR $$ ON SHEET 2 SELECT MUWON SIZE WON ,STEP-1 1:420 mew wee THAN DEMON Am SPE 1PIE0 IN MP I MOVE. USE40 ANCHOR HYPES ON SHEET 3, AND ANCHOR GRANS B ON ANC wing HOR THE DESIGN SPECIFIED IN 1 ARNE. '1n ii 03. Milit■ PO URA. PL 14667 DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLION USING MULLION PROPjER1ES ONLY .QIESI 1. ALL c AZND PRODUCTS USED Mg THESE MULLIONS truer NEST mE APPLICABLE OAOE COUNTY REWIRE/PS 4E: WEND LOAD. AIR m OZER INFILTRATION, FORCED MST RESISTANCE: SAFEOU0DS ETC. 2. ANCITCR EMBEDMENT 0.70.E ETT0. WALL SE BEYOND RAU COVERING 3. ANY CONORIONS NOT.COVPRED JH THIS SUOMRTAI. SUBJECT TD SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS 1O et ALLO," 6063 -10 PRODUCT RENEWED AOCeramo, 0420.0 of mar= way 2570/ BY P$OMACrcemoLp1Y1NON MAIMING CODE CIPSTIATNC E °FRCS 4 a Ain g a 1 1 1 9Taw1rtg i0. (1.195—O8► (0.0! 1 at f.) • • • •• • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • ••• 4 s RULLIOM°LOAO CART iMMMMMM JMMMM111M �■iiMiiriMOM�■ M I Zf!]ELITEMMUIMMMM ■M!lMM11111MdMMMiM ;MM►\MMMMMMMMION MMYaMM■■•Mn11■■ ®u■•111u•■1■M►t■■r MMMMMMM■MMMMM 11■■■ira111■i ■MUNIM VIONINHONNIMMEM s1MMMMLMMMMMMM ■MMMM■►•MMM■■■ \ INABO iMMM\ MNM :A IPMM MMMMMMM■ TRIBUTARY WIDTH ° INOHO! 111,2 ti&O�tC innaN i PROM moms WI W2 _ !TRIBUTARY w1OTH m W! a W2 I 8 3 RULLIOI LOAD CHART mommumme 0-, Y1 /■/'/■ ®ntr` "all" 1i. ■ ■M!!■esMM ■MM" 111111■MII)i ■111■•■ mnim onMMM um 111►1 ■M 'AMINUI■ RIMMMMMO'FMT.titt!IiM -,.. 11M►1aMO11111MMI1 MMWI MMIMWMINOM MUM%'1MMM■M1MM 111►1►3111011■i■■■0■ MWOUN ■MMMMO � ■�1,•M��uM�M mmmo■amag ■MM/ Wilinimignaismo MW!GiWM MA:±■■►\ OB rya A A2 0 &W 712 ea TRS03JTARY KOTM • 1743.221 ANCWDR LOAD CHART s rimmumwsmim 10,1111EMM IL ■ ►1\1r►rM ■■ ■MAC MIAMMMOIMMMM AM UMMMIEMMMMIIMEW WUMM IM 9NLIMAWW MMUMCNIMOEMMOIC ■,1MMMOMM4 ■\MME r.11►1111111w ■1011Mr• ■MEMINMM■ ■M. ANI +►11 131111`M11eu■. WMMOMMEMIWOMOM MMMIOMME► \MM'►=. !•��A�1■u1■i•r� MGM 90 d0 se W0 70 00 TRIBUTARY MTATH • Dict a U ■ ■ ■■■.ir i11■■■■■1■..__ii . l' ••u 1♦011■ ■ ■ ■1111■� mummommi 111"■1VmaIBM■■ :1X1011M1,1111111Mts ■■ iniiNEMMIMO 111 IM10111111■111111111111 i\i`\■t1111■■ MIONItIliMBEW MOM NERICSIVAL. NUM NEM MIN EMI MI NMI ■■ ■■ '11 ■■ 20 00 4t2 sm 9m 7m ®e TRIBUTARY 'WIOTIH • INCHES 4 Iga 3 4 ION LRAO CHART pL..-__ a u■ rAA:>•r�►MI ilA �m►i■Meir■�M■►v■ MUM /MWOMi IMRMM AMMUMMMMMMrZMM , IUMMUMM►MMUMM i,1ram ■M■oMo\`M acrnmmumummone OWMAIMMUUMAINNE KI M1IM■wM►MM N16, MMLIMMEMMONEWM ■■M11414Ws■M\UMM MMPINOMMEMWSM nEMMWOOMMUNIMMO 1\V`>r ■ \.1111MfsM MWMVUMWRIMMUMO 1►1\�\'MM1►!rM!MM 40 00 80 70 Be MAP MY =TN . INc1 O ANCHOR LOAD +CHART 111111111 ■■■1 0010 B TYPE RUM 1\?l1k>s111■■■ ■■ ■■ r>t11r�111■■■■■■■■ ;►n►lIMMEII■■■■■■ intWIL'M■■■■■■■ 011► \11►11■111■■ ■■1• ■■ 111,111111111101110111111•11111111111111111111111 1\ll\\Eir01■ ■ ■■■ W \1 \!a.IM,Cr■ ■ ■■ AV \i1\ NI. P`om7■1•■ 4.11.141%111. 1 11�4'r\ \a�iJ'11�f�''1�M'iT'Mf 20 92 J 4B +J8 h0 70 00 TRIBUTARY WIDTH - INCHES FOR ANPIQRS DESCRIPTION SEE St1EET 3 OF 3, 3 14 S P �r 4 s 4 NUL.LION'LAAO O ART �`RMMM \'1 ■M!M\1M1011W MM EIVELI■MMMIimn WMINKMMI OMWOM ►1 ■M\1M\TI/MMdli`■ MMINKUMMISMIEW ;MMWMMMI MWOMM AWILIMMEMERWOM WIMMIMMBANIKUWM MUMENUMWOMON ;Maya, ■.mumm wM■ plWMlMMMM\MM IIMMMOMMEAMMO ■MaMMOIMi.' UMOUR MMESMMOMWMENM MMMMI NNIMMM►MM ■ ■MM1Mou rif•iii; 80 at {0 8a 60 70 00 TRIBUTARY YIOTN • IIZCNES ANCHOR LOAO CHART 111111111%A111111311►7■113Li111111 .M1110131111..Mr..111.■ ■11111\ \k�11,11`1M��p��y��•\\■�� ■■1M1011\1/V `'.1■ ■■■■ a1,1 AIRIM N 1 ■ ■MOMMIMIN I ■ ■■ ■■►A"1ZALI ®111.■fir ■ •MI101r.. ■o■■■■■■■■■■ri. 80 30 40 SO G0 70 00 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED AavVANARNi,, 01- 121041 kA'PJAATioNsA7'8...,L PIO 1 110 1 0 Jim 9011 NI M95 -OBA McHORS TYPE 'A' • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • • • • • • • • • •; • • • • W•• ••• • • ANCHOrS 1YPE 'C', :.113TC14 WU0D BUCK C4 AN E 2 MASONRY 2X2211 # 14 S.M$, 2/ ANGL2 2 X 2 x 1/a° AWN 62212 $ 2/ ANGLE ° i •• ••• •• • .1 • • • • • 40 • • • •• • M • •• • • ,•a • • • • • • ••• • • ••• •• • ax t' d 3/ meal .4 •1/4' • /ARDON 1/ E 3/ 2148133 L MULUINI MULLI01. .0121/CRETE 80788.1.!88 81.0228 /14Zi J. WO MO WOOD 14. 8A13. -1 /Y wt 08BED D4T0 Y1000 [MULLION � !�//gg'' 2 �ALUM%ANOtE 2-e/B° L0N2 MULUOV 2X2X1/e° 2� LOO 2 MULLION • agM4 4Ee -8 /V 1.07831 4 .e 1111M, 718 125 TYR.. # 14 S.M.S. 2/ ANGLE NOTCH ANC= 1a 14182 MARBLE 841. OR TRIM 3 /18 DIA. DIMON 1 -1 /Y MIN. EN882 1/ ANGLE 1.141 3084 -1 MUWON� CUP (ALT. TO ems) (NO =2 161.2 23 '0%KWON 83 16857 PIA. ve � EC 1 2 not PRODUCT RENEWED AACBPTANOBNq or -rw 3.01 126362611071 DMIW drowirg no. • M95 -08A V • • • • • J JAN 1 1 20011 Li : ••• • • •�. • • • ••• • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • ••• • •••• • • • • • ••• •• •• •• • • • • • • • • A"P- *-$A: =E cowry, FLORIDA • • • • • : • •: • I��ADE FLAGLER BUILDING 140 WEST FLAGLER STREET, T, SUITE U603 MIAMI. FLORIDA 33130 -1563 • • • • • ( I 3p-11901 FAX (305) 375 -2908 • °oo°oa°oo • • • •• ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE TRACO Salinity Windows & Doors, 5100 NW 72 Ave. FL 33166 SCOPE: This NOA is ring issued under the app governing the use of emastruelion materials. The documentation submitted has been by the Building Cork and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allows by the Authority. Having Jurisdiction (MB). This NOA shall not be valid after the expiration date stated below. The. BCCO (In Miami Dade County) and/or the MB (in areas other than Miami Dade County) reserve the right to have this produet or material tested for quality assurance purposes. If this product or material fails to perform in the accepted Manner, the msnuf tatuarerwi will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this if it is d Tined by WOO that this product or material fails to meet the eats of the le building This product is ;,, proved as described herein, and has been designed to comply with the South Florida Budding Code, 1994 Edition for Miami- -Dade County or Florida Building Code. -DESCREFITON: Altriahrum Tubes Mullion (No Reinforcement) f%_ APPROVAL DOCUMENT: Drawing No A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions,' prepared, signed and sealed by Humayoun Farooq, P-.B., dated 12111/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MERLE IMPACT RATING: Large Iieflssile. / LABELING: Each emit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unities otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an went of any product, for sales, advertising or any other purposes shall autoanaticaily t itidDi to this NOA. Faih>te to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number priceded by the words Miami -Dade County, Florida, and followed by the expiration date they be displayed in advertising literature. If any portion Oldie NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA ryas NOA No. 99- 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation vms reviewed by Rani Rodrigues, • • . • • • • •••.••• NOA No 01- 1218.01 Expiration Date: January 2, 2007 : Approval Date: January 2orta Page i- •. • • • • • ••• • • r••• • • • •• • • • • e • • • • ••• • • • •••• • • • 1•••• r • • • r•••• • 1••• • • •••• • •• • • • • • MULLIONS PONTAINING TYPICAL GLAZING PRODUCT§ HORIZONTAL OR VERTICAL. see ,W NCOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS M OKAPIS AS MODEL =LA FoR DEMME DIMON LoAD TEOUIR® PER ASOE 7 QASCO OLA2 0 PRODUCTS AMINO Aeon zza 3 u6E mire/ION 70 MUL1.23N AS PER PRODUCT APPROVAL MDT M* *MUM SW SPADING. WIRIMMORMStr WINO GRAPHS ON SHEET 2 SELECT MULLION SIZE OH STRLLIDRES .1122 -11 DJ R{*0 THm DP$IER *0 SPECIPDLD FL 78467 USING ANC$OR TYPE$ - -GN SKEET 3. AHD ARMOR GRAPHS SEP-5 GMOREE SHEET THAN THE DCIGEMON` LOADSR SPECIPIED IN MTMP�1 MOVE. DE�1Z2UO1 RECTBNGULAR ALUMINUM TUBE MULLION§ USING MULLION PROPERTIES ONLY 4. A.U. 0001 104E AOP WOE 00 Kamm NEJTS 4E WW0 LOAD. AIR 0 WATER 04PIL7 T'KKd, MRCS ENTRY RE5MTANCE, SAPEGUPA69 ETC. 2. ANCHOR MOMENT (MRMCC%, ENE MATER& ETC.) tau BE MONO WALL 3. ANY CONDRIOHS NOT.COVERED IN TNIS SNENTITAL %INJECT m SEWAPAIE EN3NEDIPG REVIEW. A. ALL MULIJONS TO SE AVM 8963 -18. PRODUCT RENEWZD ,aoD�rA�Irs3xa 0/-IZ_ikof Z, 2.001 D DEO IENL N P7dAKCEORY109 a j f ArawIng rto. (,,1195-0110% ,, 5-o8n aheof 1 of . • • • • MULLIDN'LOAD C1 T DiWAXIMIlammmumm iiiirGir��snmr 015110MrrroISM■ 1111110111111111■r...u.R■ ;rr1lrr111r11r.11111■ R r•rrrrrrrr11r■ 1rrr101rrrrrr11111r Q»rrrr`�Uo�r U • 1 \rrrViri41111111■ Irain15ioMii•i 11■r11w0rrrr■ mmik milmorrn lmOmm raIv►aH *H *rrsll vr►rrms.v15151515m ZO • IeuY N ARr'wiQ'� • Minn • • •••• T4 Arta e ••• • • • .. • • • • , TRIBUTARY WIDTH >m a MULLION LDAO 1iarrarr■s15___ 1111111111117411.111111111111111111111111 1111111111111151111111111111.11111111 ►W111arsrraru■r■ IMUNIamitiorrritliW 1111M11111®111111111111>rr• 1■■v.1r..•15rvua15■ 10■41r111111 ~rrrr r111►1>.r■1oir.111■ 151~11r1115151r■rrr►■w •>NarrrWru111r111► 1515■!15 ■r'iTICarr■ muII10.10 151515 M11a0►`!\r11`SIrN!Ir► el Ja AO -0 ca 7B 22 r11LpurAMY Nz0rH -.t ANCHOR LOAD CHART 1VI111u'r1..... 3p 5 HILLION CHART Emmiummommiiiig ammonemmommem s\I\7ummosr•1♦ ► \rUI►\r0r11tir1111M1 UMMENWEEMMEMS lAtiMmumniIMINIM \►i•5111515r►Mrr15r15 rarWMFEMWMIIMrrrr willMmOMamliMEMM ■AMMErrwrr•Ir■ i►110 \•s15101r ■Pr15 USAWIRMOMMNIMMO ► \r\` UMMIN\.r\rEN rO eS.NAMEMS •rr Mre; ilima�15► rrr.w WWWWMPOOMMINN 80 2a As 23 6a 4a PMIAufAJir MIOTH - ZNCHE3 \11111••111111111111=11111•r■ �►r�r1�n■rta>•r1r1■r allrrr�.��n��■ l\11r1n1•111111111n111l1111111■ o1oh'1f1NEUMME IM 1151 \■1MINIM1111l00111111111111i navnawasummum dr►�a��z�r��rnr■nr NMEN.51.. ■ ■ ■■ i;iiiSiltitVh ! \`!111111■ ark DO 4 TRIBUTARY s0 eel 'MOTH 7aa of INCHES 8a MULLION LOAD CHART .5 5 iiiuiriammom►vr MLIM trr\IICEr\`! memommonmmumo ►■ ■nuti\as ■.1515..15rt urm■180r■rrr.rr w0115MrrUrrrW mrrrr•a0111r lt.��r ►vr15vst�r�15�15 ►�rrrrrr►•rr®� ameq•rrn�15a1515ror i11111131rr\rr\11111r 11113M1111111011111111:911 SIMMI ►vr1101•>r ur►■u.wrr.PARsr ltd 23 40 as AO 70 SW TRIBUTARY CON - INCHES ANCHOR LOAD c.IARr 1111111NM1 <<111111 11111111111111RINL 11111111111111111111111111111611 IIIIM1INN•AU� ,111 \li,�r3 ! 1•l•1ra� 1111i�11111�.■ /MME MIAILIMINEMINUNIMME imiwamozowitmvzio .r. \:►•#rTinza en 15.11. -.1 AN WORD TYRE e D0 43 ;a7H 89 70 ea TRIBUTARY WIDTH - INCHES EQR A 'HORC D PT1ON SE ,SNE OF 1 9. PCB M. DEC 1 R 2001 5 a .1 I N'LOAD DOART paisimMIUMINSTSI fir, \ \jrr��.��r■ 1vAU111A1rrrrr.•rrr 1111.rnrr15uv11a111W ;rMWENIR►Mr►ura AVIIIMMUMMENWAIM WWWWIIMMSAIMMWM IRINU rrOLI wwi■r 111511115ir•,'N +iIM7r15 111111 ~r\lrg\rr., moasionmaiminuno rrrrr011111 rr►ll• 111111.11111111113MiliiMIM OIiARY ZDTN&- TTRI MOOG ANCHOR 1.4 CHART IIIML1110111011111MMIMIN /1111I11111110t1111>l111111'' \t ■111 1111ii1111M1111M\ 111111111111111111MWM1011116 !■1•��IrCli�:�ii \flfiii�:� 1111111111111111111WIMAMMIlli 1♦1111111♦11MEM 1 MEMMIMIMMIliela !!!!!.,„1111111111111111111 20 30 40 60 GO 70 80 TRIBUTARY WIDTH • INCHES PRODUCT RENEWED 4.calprmange, 04- 1V34 pemnamm 4 Q 1 *m l uIuI 9 •• • • • • • ••• • • •••• • • • • • • ;.M • • • •11•••• i • • • •••• 2 ALUM ANGLE # 2/ ANILE ANCHORS TYPE 'fL' ANCHORS TYPE '9' NCHO$S TYPE TO ti BM Ca1P ME 19 MASONRY 4. 2 �Mx _ 1_[9' 92/*tau 2 ALINKANOLE r3/ *7 •9/4 • TAROON X E1 / ANGLE • • •1 •••• • • • • • • • a CONC. CO LLEC BLOCKS • • •••• 14 SUM. maw pan Ka i- l/r Y•L DAB S0 IMO K000 ANGLE MULLION axax1/0' 3- � PAM E, E-I WOOD BUCKS NOT SY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED, 118 423 TYP, t14t 3000 MUVJON� pCLJP (ALT. TO Nan) (NO BIDE PA41F1JpRS ��muunq SIRUOT0JN I1 PSI UM EC 1 2 7nm mono' RENEWED . drawtrg ! O. M95 -013A • 7 • JAN 1 1 2007 , • • BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION NOTICE OF ACCEPT TRACO Windows & Doors 71 Progress Avenue Cranberry Township, PA 1 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas here allower1 - the Authority Having Jurisdiction (AHP). This NOA shall not be valid after the expiration date stated below. The Miami Dade County. Product Control Division (In Miami Dade County) and/or the AH) (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BQRA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including theIBgh Velocity Hurricane Zone. DESCRIPTION: Series "Doral 3" Outswing Aluminum Patio Door (L.M.I.) APPROVAL DOCUMENT: Drawing No. .04 -113 00IB, titled "Series `Doral 3" Outswing Aluminum Patio Door (Large Missile) ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E., Inc. Consulting Engineers, dated 01/21/04 with revision "1" on 09/06105,signed and seated by Frank L.Benniu do, P.E., bearing the Mlami- Dade County Product Control Revision stamp with the Notice of Acme number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mime Impact V LABELING: Each unit shall bear a pemument label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is &Splayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 040122.17 and consists of this page land evidence pagesE -1, and Er2, as well as approval document mentioned above The submitted documentation was reviewed by Hern h io F. Gonzalez, P.E., Director, BCCO •• • • • • • ••• • • • • • • • • ••• • • • • • • ••• • • ••• • • •• •• • • • • • • • • • • • ••• • ••• •• •• •• • • • • • • • • -DADE COUNTY, FLORIDA • • ••• • • Ai R�-DADB FLAMER BUILDING 140 WEST FL_A GLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • • • e304)/75-2901 FAX (305) 375 -2908 • • • w • o'w.bu0dheacodeorlllne.e iu • • • • • ••• •• NOA No 0510 03.09 Expiration Date: A_pr0 22, 2009 ✓ E� AppravatBate: January 26, 2 Page I TRACO Windows & Doors Inc. A. DRAWINGS NOTICE OF ACCEPTANCE: EVIDENCE PAGE .. • • • • • • • 1. Manufacturer's die drawings and =dolt. • • • • • • • • • • 2. Drawing No. 04- 113 -091B, titled "Series Doral 3 Outswing Aluminum Patio Door (Large Missfie). ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Inc. Consulting Engineers, dated 01/21104 with revision "1" on 09106105, signed and sealed by Frank L. Bennardo, P.E, B. TESTS 1. Test reports on 1) Air Infiltration Test, per FRC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Node Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per-FBC 2411 3.2.1 and TAS 202-94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 2, 4, 6, dated 10129 - 11/25/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 04 8122.17" 2. Test reps on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Small Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc.; Test Report No.0021- 1007 -03 with specimen number 5, dated 11/18-19/03, signed and sealed by Vinu J. Abraham, P.E. 'Inhaled under NOA#04-0122.17" • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Large Missile Impact Test per FBC, TAS 20194 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021 -1O 7-93 with specimen number 1, dated 10/14 - 16/03, signed and sealed by Vinu J. Abraham, P.B. "Submilted sender- NOA# 04-0122.17" C. CALCULATIONS 1. Revised Anchor Calculation and Structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 09106/05, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -98. No 1/3 stress increase used in airs into E -1 Hermie F. Gonzalez, P.E. , Building Code Compliance Office NOA No 05-100E1.09 Expiration Date: April 22, 20 9 Approval Dan wry 26, 206 TRACO Windows & Doors Isle. NOTICE OF AC ANCE: EVIDENCE PAGE • .• D. QUALITY ASSURANCE • • 1. Miami Dade Building Code Compliance tc'e (It?)• • • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 014205.02 issued to "Solutia Inc." for "SaflexIIG PVB Interlayer for Laminated Glass" dated 05/17/01, expiring on 05/21106. F. STATEMENTS 1. Sit letter of code compliance and no financial interest, dated 09/06/05, signed and sealed by Frank L. Bernardo, P.E. G. STATEMENTS 1. Iffier from consultant, dated 12/06/05, stating that the product is in compliance with the Florida Building Code (FCC). 2. Notice of Acceptance No. 044122.17, issued to TRACO Windows & Doors, for their "Series Doral Outswing Patin Door (L.M.Lr, approved on 04/22/04 and expiring on 04/22/09. lhA 44..6.401- 41 . K P.E. Building Code Compliance Office NOA No 05- 1003.88 Expiration Date: April 22, Approval Date: Jarman 26, 2006 E -2 • • • • •• 1 • • • • • • 1 • • • 1 CLUSTER OF (B) ANCHORS FOR #12 EMS OR 3116' 1'APCON (SHOWN) OR CLUSTER OF (6) ANCHORS ---� FOR OR 1)4' TAPCON (NOT SHOWN) (REP ANCHOR NOTES, SHEET 31 3' MIN, SPACING' BETWEEN CLUSTER ANCHORS (TYP. TOP & B01TOM) SIDELJE PANEL WIDTH or MAX) • • TlFK9\L • • LEAs PANEL Win, • Ofl)giOR • • • � (36' MAX) • •••• • 4• LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES OVERALL FRAME WID;-H (144" MAX) LLAc PANCL W1JIH (35" MAX) SIDELITE PANEL W1 TH (36" MAX) 12" MAX 1 -al I- 6 GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY HURRICANE ZONE) AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202;& 203. 2, NO 334/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR td 01.6 HAG BEEN USED FOR WOOD ANCHOR DESIGN. 3. 1POSTf1V;E AID NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A 306- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING: CODE. 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, TAS- 203,AS REFERENCED IN TEST REPORT 00021- 1007 -03 BY HURRICANE TEST LABORATORY (HTL). S. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC MD DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHAD. APPLY FOR ONE-1IME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON3UNCRON WITH THIS DOCUMENT. 6. PERMIT HOLDER SHAD. VERIFY THE ADEQUACY OP THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD SLICKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DOORS PANELS GLAZED WITH 7/16" LAMINATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR ALL INSTALLATIONS. 114 PA. ALL STEEL PLATS CONTACT WITH ALUMINUM SHALL BE IN L It T EX ERIOR ELEVATION;;SNAP- MULLION SIDELITES AS SHOWN, oR oxx, XXO, OXO, xC, Ox, 4rXX COJVFIG. 4LSE TYP. 3AMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) I I, DESIGN PRESSURES: +55 PSF J -60 PSF 04- 113 -001B l CLUSTER OF (9) ANCHORS.FOR 12 SMS OR 3116' TAPCON (SHOWN) OR CLUSTER OF (7) ANCHORS FOR #14 SMS OR 114' TAPCON (NOT SHOWN) (REF ANCHOR NOTES, SHEET 3), 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) SIOELITE PANEL WDTH (36" MAX) • • •••• • •••• • . • •. • �• • • • • 7.1 • • h ... • ,•. • • *d • • •lO o • tl $ Iiie Yo . � • .•• C9 T o O W W U 1 L 1 Ei3 y i G m A • •• • • • • ,..,_• LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES FRAME WIDTH, — `,ESTED SIZE .146" — SIDEUTE PANEL WIDTH (36° MAX) 24" MA ( -+ TYF 1 • • ••• 6" MAX 7/16" LAMI■AIED GLASS: 3/16" HS x 0.390" SOLUTIA SAFLEX PVB x 3/16' I IS ADHESiVr IBEDDING COMPOUND ( EXTERIOR ELEVATION; TUBE - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, X0, OX, XX, Or Of X CONFIG USE TYP, IAMB FASTENING CONFIGURATION FOR AU. CASES, AS SHOWN (N,T.S,) 5/8" • -YP GLAZING DETAILCL AF oRs1DELTPB) FULL SCALE 10,5° MAX TYP FOR #22 SANS OR 3/16° TAPOON (NOT SHOWN) AND 14' MAX TYP FOR 914 SANS OR 1/4° TAPCO' (SHOWN) DESIGN PRESSURES; +90 PSF / -90 PSF (DOTING STRUCTURE (OPTIONAL IX OR 2X WOOD SUCKNOTSHOWN) T PFRIM. SEAL. • dY OTHERS • • ••}• • 8 • — SEE ANCHOR NOTES NOR oxlips O AND EN3EDMEM. SEE ELEVATION FOR LOCATIONS & SPACING. N EXTCRION AND INTERIOR FINISHES, BREAK METALS AND !•1LASHING iY OTHERS, 1 1/4" MAX. SHIN 0Y INSTALLER AU. SCREW HEADS TO BE SEALED BY INSIALLER 14'. AT AMR. • •• • • • • • • • LuP I /4' SHIM MAX. HY INSTALLER ALL SCRI•.WHEADS TO SE SEALED BY INSTALLER IYP, AT HEAD AND SIL • • SHBCLT ACTIVATION LEVER ON IASID_ TOP AND 3OTTOM AT ACTIVE PANEL R NAltC9. RB. EXIE111NO STRUCTURE (OPTIONAL \\MOD BUM NOT } SHOWN) •• •• • • •••• • • •••• 1 j • EMBi'DI EXTERIOR FRAME WIDTH MASONRY OPENING SEE ABHOR NOTES TOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATON FOR LOCATIONS & SPACING. I/4" NO SILLAISER RECD WHEN SNAP MULLION IS USED. 11\ ,ASTRAGAL DETAIL HALF SCALE JAMB DETAIL HALF SCALE SFr. ANCHOR NOTES I•OR ANCHOR TYPES ANO EM OMENT. SEE ELEVAAItON FOR LOCATIONS ,& SPACING. el AN HOR NOTES: L ANCHORS SHALL OE INSTALLED IN,A000RDANCE WrrH MANUFACTURE'R'S - -FIU_D RECOMMENDATIONS. AAFPPPLIED 2. ANCHOR EMBEDMENT EMU. BE INTO BASE MATERIAL, EXCLUDING STUCCO � OR OTHER GROUT-FILLED SEE FI BLOOCCKK (MU 2200000 � COMPRESSIVE STRENGTH ROUT), OR CONCRETE 4. il — 4�CTURE (MIN S. ENURE MINIMUM OF 24/22' FOR EDGE DISTANCE FOR All ANCHORS INTO GROUT-FILLED BLOCK . ANCHOR OPTIONS AND OP ARE AS FFOOLLOWS FOR AU. WOOD ANCHORS. SECTION OF RESIDENTIAL DOOR HALF SCALE Ar i u PT°A o$ !LCD) WTTH 1 -1/2" MIN/MUM EMS ( ,MENT. TO CONC OR GROUT FILLED 8!0Q C (DIRECTLY OR THRU lx OR 2x W000 BUCK) 3/36° OR 1/4" TAPCONS (IT'W OR ELM) WITH 1 -1 ./4" MINIMUM EMBEDMENT TO CONC OR GROUT .'PILLED BLOCK. EXISTIral (6PTiONN SHOW WOOD FOR ANCHOR NOTES TYYPESS / a AND ENREDMENT. EXTERNR AND INTERIOR FINISHES, � LOCATIONS & SPACING. BY OTHERS. AND FLASHING O7rERS�) 1/'" SH M MAX. SY INSTALLER • i• • • el • • • • 4••• • • • • • • Heil ••• • • I••••4 ••• • • • !S *1 • ••••S, • • • • • • • c9 •• • •• 25 (OPTIONAL N'MGR2XP WOONOTOT ALL SCREW HEADS TO BE SEALED SHOWN) BY INSTALLER TYP. AT JAMB. 7..........-- APP_Y STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MJLUON PARTS TOGETHER. EWEp warm* P,a', SEE ANCHOR NOTES FOR ANCHOR TYPES AND cMBWMENT. SEE (ELEVATION FOR 60CA710NS & SPACING. 1/4" SHIM MAX !7Y INSTALLER ?ERIMETER SEA_ BY OTHERS FRAME WIDTH EXTERIOR FRAME WIDTH MASONRY OPENING HALF SCAL SECTION OF SNAP- MULLION SIDELITE id I, g 1/4° SHIM MAX BY INSTALLER TIC A 2112° Fri $MS EEE ELEV. FOR L40A'TICH } ALL SCREW HEADS TO BE SEALED BY INSTALLER 1YP. AT JAMB. EXISTWG 1! x OR 2X WOOD SU% NOT a T SHOWN) •c 1 1 A.L SCREW HEADS TO B- SEALED BY INSTALLER TYP. AT HEAD AND SILL SEE ANCHOR NOTES FOR AND ANCHOR TYPES EMBEDMENT•. SEE ELEVATION FOR d,OCATIONS i & SPAYING. 1` ,1 SEE ANCNDR NOTES F0 ANCHOR. TYPES AND EMSEM.A.T. SEE t LEVATION FOR LOOATIONS & SPACING. C7 SECTION OF SIDELITE HALF SCALE STRUCTURE EXTERIOR URE EXSTINW I+ FRAME WIDTH (OPTIONAL 1X OR 2X WOOD BUCK Atcrr sn81NN) PERIMMR Sr.AL BY OTHERS 2" MASONRY OPENING C) SECTION OF TUBE - MULLION SIDELITE HALF SCALE FRAME WIDTH —+ LL J • • - - • • • • • • • • • • „• • ••• WATT TPgm • •• •. • • • • • • • • • • •••• • • •• • 2' MAX TYP 6° MAX 7YP 5 ?RAE A . AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS -ANO BOTTOM GAZING BEAD SHALL BE SEALED WITH SCHEE MORE HEAD 6504 SEALANT. ILLS F. ALUM. SUIT HINGES virrH .312 DIA X ALUM PIN BRASS SPACER AND NYLON CAPS AT 3 /2 FROM TOP & BOTTOM AND AT MMSPAN T' • STEEL THROW 13017 LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 I/2' FROM BOTTOM AT ACTLVE LEq' LOCK STILE COPNENTJONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF WO( STILE NEAR MJDSPAN STANDARD FLUSH BOLTS MANUALLY OPERATED AT TOP MD BOTTOM OF EACH ACTIVE AND INACTNE LEAF OSAZON IMIERT PASTEUR SPACING 04- 113 -0010 BUILDING CODE COMP IANCE OFFICE (IQCCOD PRODUCT cottraOL DIVISION NOTICE OP ACCEPTANCE (NOA) TRACO Windows & Doors 71 Progress Avg Cranberry Township, PA 16866 N COUNTY, FLORIDA memo-DADS FLAGLER BUR DING 1 4 0 WEST tukGuat num, SUI 1683 MIAMI. FLORIDA 33130 -1563 (3) 375 -2901 FAX (305) 375 Score: This NOA is being issued under the applicable rules and regulations governing the use of construction maiedais. The decumentatbm submitted has been reviewed by Maami-Dade County Product Control Division and by do Board of Rules and Appeals (BORA) to be used in Miami Dam County and other arm where allowed'Il# - the Authority Having J ction (AM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Conhnl Division (Lt Maud Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right hi have this ,product er material tested for quality assurance purposes. If this product or material fails to perform in the acted manner, the manufacturer will incur the expense of such testing and the ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this aceeptance, if it is determined by Miami-Dade County Product Control Divisioa that this product or material fails to meet the reqnheaaents of the applicable building code. This product is approvedas combed herein, and has been designed to comply with lbePloiide Bullefirgelete including the ugh Velocity Hurricane Zone. ON: Series amoral 3" Outswhig Aluminum Patio Door (LAU) APPROVAL DOCUMENT: Drawing No .Q4- 113.8018, tined "Series "DOW 3" OuterTaaminulim Pao Door (Large Maley', sleets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E., Inaoptulting Inc , dated 01121/04 with revision '1" on 0,106105,signed and sealed by Frank L-Benundo, PBr bepting th4 At tg - Dade County Product Control Revision stamp with the Notice of Act number and won di byjhe ivtami Dade County Product Control Eton. • • • •••• • • • .• • • • • • .• • •• •• • •• MISSILE IMPACT RATING: Large and Small MissRe Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or hick city" state rid • •. following statement: "Miami -Dale County Product Control Approved", unless o • • • • . AL of this NOA shall be considered air arenewal application has been filed an there has beeas�o; change in the applicable building code negatively affecting the perfotmance of this product TIONo€ this NOA will occur after the expiration date or if there hasbeen arevision or change in the materials, use, andfornmurfacture of the product or pros. Misuse of this NOA as an endorsermat of any for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for won and removal of NOA. ADVhE R : The NOA number preceded by the words Dade County, Florida, and followed by the date may be displayed in advertising liter. If any portion of the NOA is displayed, then it shall be done in its entirety. 1N - 1ON: A copy of this entire NOA shall be provided to the user by the manufteturer or its rlisinhators and Audi be available fbr inspection at the job sheet the request of the Weft (dial. This NOA revises NOA #040122 7 and of this page land eviller= pagesE -1, and B-2, as well as approval document mentioned above The submitted documentation was reviewed by Rermiuuio F. Gonzalez, P.E., Director, BCCO NOA Ne.85,1003 09 Date: Apd122, Approval : Jammu fs)it. NC* R- to 11 9 t 5i Ply(l ri Pagel t?fumtr *6 a4 ttk ova./ awftsiftift tu SanlA 17E5S;610 0 l0.a�� TRACO Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS �. Mangy$ die drawings and sections. 2. Drawing No. 04113 -001B, titled "Series Dora' 3 Ontswing Aluminum Patio Doan (Large Mie).' , sheds 1 through 6 of 6, prepared by Frank L. Benmudo. P.E. Inc. Consulting Engineers, dated 01/21/04 with revision "1" on 09/06/05, signed and sealed by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • - 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Misses Inqract Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation&gram of an outsviinging altiMinum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with speemasn Mew 2, 4, 6, dated 10129-1 u25/03, signed and sealed by Vinu J. Abrah m, . • • • • "Subedited under NOME 04 0122.17" • 2. Test reports on 1) Uniform. Static Air Pressure Test, Loading per FJ KAS 202-94 • 2) Cyclic WnedPressure Loading per FBC, TAS 20344 .. . 3) Small Mile hirpact Test per FBC, TAS 201.9.... • • • . • Along with installation diagram of an outswinging aluminum patio dart prepared by • • Hunicane Test Laboratory, Inc.; Test Report No.0021- 100743 with s�Cinie nmt 5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P.E.• • • • • "Sim under NOA#IM- 0122.17" • • • • • • • • 3. Test reports on 1) Uniform State Air Pressure Test, Loadin,g per VAS 202-C • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • 3) Large Mlssr'le Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Iuaicane Test icy, Inc., Test Report No.0021- 1007-03 with specimen number 1, dated 10/14- 16/03, signed and sealed by Vinu J. Abrams, P.E. “Selealtled under NOME 048122.17" • C. CALCULATIONS 1. Revised Anchor Calculation and Structural analysis, preps by Frank L. Bernardo, P.E. Consulting Engineer, dated 09/06/05, signed and sealed by Frank L. Bernardo, P.E. Complies with ASTM E1300 -98. No 1/3 sty human used in anahors into E -1 l;tx ill' • EesminF. Gonzalez, Pig. Bnihling Code Compliance Office NOA No 05-100399 Expiraideal Data April 2t,2009 Approval. Balm J r/ 26,2006 NOTICE OF ACCEPTANCE: EVIDENCE PAGE D. QUALITY ASSURANCE I. Miami ]Dade Building Code Compliance Office (BCCO). .�/ irk CERTIFICATIONS 1. Notice of Acceptance No. 014205.02 issued to "So lo is Inc." for "SaflexIIG PVB Interlayer for laminated Glass" dated 05/17/01, expiring on 05 /21/06. F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated 09 /06/05, signed and sealed by Frank L. Bernardo, P.E. G. STATEMENTS 1. Letter from cent, dated 12/06/05, stating that the pact is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 044122.17, issued to TRACO Windows & Doors, for their "Series Doral (Awing Patio Door (L.M.i.) ", approved on 04/22/04 and expiring tel. 04/22/09. •••• E.- 2 • Herazinio F. Goacaler, P.& Director, Railding Cake Compliance Office NOA No 05 -1OA9 Eipkation Dale April 22, 2009 Approval Date: Jam 26, 1 CLUSTER OF (6) ANCHORS FOR 612 EMS OR 2/16° 1'AP0ON (SHOWN) ORC•LUSTEROF DI) ANCHORS FORP14;SM3 OR 1/4' TAPCON (NOT SHOWN) (REF ANCHOR NOTES, EMI G), 3" MIN. SPACING BETWEEN CLUSTER ANCHORS (NA TOP S BOTTOM) SIDELJTE PANEL WIDTH (3E" MAX) N— TYPICAL ANCHOR LEAs PANEL WiDTM' " (38' MAX) • • ••• • • • ••• • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• k GLMISSILE IMPACT RESISTANT ,i OUTSW - OR/IAL113-1 SD-B _• • • • • • • • • • • • • • • • • • ••• ••• ••• • • OVERALL FRAME WIDi 1 (144' MAX) • • • • • • • • ••. LrAr !+ANC yrJlFj. • {38' MAX) ) •S4UTt 1fi7TN • • tern). I••••• 12' —y MAX TYP, • • • 6' MAX TYp u 4 4 yea EXTERIOR ELEVATION: SNAP- MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, X0, QX, or XX CONFIG USE TIP, IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) GENERAL NOTES;,' 1. THE SWING DOOR SYSTEM DESCRIBED RIBED HEREIN HAS BEEN BUILDING CODE 2004 (HI VELOCITY HURRICANE ZONEOA AND MIAMI•DADE COUNTY PROTOCOLS TAS 201, 202S 213. 2. NO $3.1./3%•INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIB-SYSTEM. WIND LOAD DURATION FACTOR 06.1.0 HAS SEEN USED FOR WOOD ANCHOR DESIGN.. 3. !POSITIVE AND NEGATIVE DES1019 FRCSSUREB• CALCULATED FOIL WITH THIS DOOR SYSTEM MU BB DETERMINED BY OTHERS ON A 3013•SPECIPIC BASIS IN ACCORDANCE WITH THE GOVERNING 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED • PER MIAMI -DADE COUNTY PROTOCOLS TAS•201, TAB -212, & TA5403 AS REFERENCED IN TEST REPORT 000214007.03 BY HURRICANE TEST LABORATORY (ITN). S. 6HE,000R SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR STTE,CON3ITION3 DIFFERENT FROM TM CONDITIONS DETAILED HEREIN, A 13CSNSED ENGINEER OR REGISTERED ARCHNE0T STALL APPLY FOR ONI TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR 113E IN CON3UNCRON WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY 0P THE EXISTING STRUCTURE TO WITHSTAND SUPER NPOSED LOADS. WOOD BUCKS (1907 EY TRACO) SHAL1. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DOORS PANELS GLAZED WON 7/16' LAMINATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR AL 1NSTAW ATIONS. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PA/N7 8 OR PMATE0, DESIGN PRESSURES: +S5 PSF / -50 PSF • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • CLUSTER Of R Mr (SHOWN) OR OF R #14 SMS OR 1 /4•TAPCON (NOT SHOWN) (REIF ANCHOR NOTES, SHEET 3), 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (M. TOP & BOTTOM) SI.7ELITE PANE. W DIM (36" MAX) I` LARGE MISSILE IMPACT RESISTANT OUTSWIj14t� QQOR WItH �pE1- S • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • FRAME WIDTH — `:STED SIZE m14H" '• ••114 g (#8 •MAX) • ir • • • • • •• • • • • • • •• • ••••t••••24"•. rro 6° �p. 7/1;5" LAMINA! ED GLASS: 1 3/1.6" HS x 0.390" SOLITDA SAFLEX PVB x 3/16° 115 i ED I ADHESNf BE'DD1NC COMPOUND �Q 'VP GLAZING DETAIL (LEAP OR SmEUTMB) FULL, SCALE 1111111111rl•P7friYr '! I 0 EXTERIOR ELEVATION: TUBE - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, X0, OX, XX, 0, or X.CONPIG USE TYP. N44B FASTENING CONFIGURATION POR AU. CASES, AS SHOWN (N.T.S.) 20,8' MAX TYP FOR #22 EMS OR 3/26' TAPO0N (NOT SHOWN) AND 24' MAX TYP FOR 024 SMS OR 2/4' TAPCOV (SHOWN) DESIGN PRESSURES: +90 PSF / -90 PSF 1 1 1 1 1 1 1 EXISTING STRUCTUFOi (QP1 Ifr6M:4114) DOD S NCTSHOLVN) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• • s ANCHOR NOTES FOR A • • • T - NCII( AND ExEDNEDB. SEE • • • ELEVATION FOR LOCATIONS & • • • • SPACING. • • • ••• • • • • ••--•- -- • • • • • • • • • • AND INTERIOR FINISHES, • • • • • • ,BREAK METALS AND FLASHING ,UY OTHERS. althractE Pie'\ JRIM. SEA. UI OTHERS 3 AZINC 1 .1 1/4° SHIM MAX SY INSTALLER AU. SCREW HEADS TO EE b%N.ED SY INSTALLER Ir. AT HEAD AND SILL. •• • • • •• ••• •• • • • • • • • • • • •• • • • • • ••• •• 1/4' MAX. SHM OY INSTALI.ER HEOLT ACTIVATION LEVER ON IA SID: TOP AND 3DTTOM AT ACTIVE PANEL ALL SCRIM HEADS TO BE SEALED SY INSIALLER TIP. AT .JAMB. EXISTINS STRUCTURE \SNOWS IDODNAL VINCIoRrn SEE ANCHOR NOTES ToR ANCHOR TYPES AND PERIMETER SEALEVREDMENT. 1TP. BI OMEN'S SEE ELEVATION & jFOR LOCATIONS _SPACE4O. FRAME WIDTH — MASONRY OPENING NO STELOGER REVD MIEN SAP PARLION IS USED. '2 ,ASTRAGAL DETAIL, ,HALF SCALE 1/4° OJAMB DETAIL HALF SCALE SFF ANCHOR NOTES FOR ANCHOR TYPES AND • EVSED.MENT. SEE ELEVATON FOR LOCATIONS & SPACING. () APPLILIEIJ SERI. 716-•■...23serwo. •E STRUCTURE 0 SECTION OF RESIDENTIAL DOOR HALF SCALE ANCHOR NOTES_: L ANCHORS SHALL BB INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT SHALL BB INTO BASE MATERIAL,- E%CLUD56G stucco OR OTHER GROUT SASE MATERIAL SHALL BLOTS( psi COMP *gR SBS� =gam ROU)l, OR CONCRETE (A4UN 3DO0_P M _R ELEVATIONS pr MICHOR LOCATIONS .AND SPACING. BL3EE iaeRLMINiMo Cancun, AN MINI �P 11IB��T//22* FOR DISTA�NCE, WoD ANCHORS. OR 6. ANCHOR OPTIONS FOR INSTALLATION AREAS FOLLOWS: 3716'OR T ELCO) WITH 14/2° MINIMUM ma • ENT. WITH OR 1/44 MINIMUM EMBEDMENT TO CONC OR GROUT:FIL ED BLOCK. INKBRICT WEND Li 1 j 1 1 1 1 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • EXISTING STRUCTURE (OPTIONAL IX OR 2.4 WOOD BUOXNOJ•ENOWN) • SEE ANCHOR NOTES r • • ��I_FON ANCHOR TYPES * •• • • AND EWREDMENT. IAR AND IL E�IOR BINISHiES, • SEF CLEVATICN FOR I BREAK METALS AND•FLASINING LOCATIONS 4 SPACERS. BY OTHERS. • • • • • ••• • ,H TER j 0 1 /#. SHE MAX. SY INSTALLER A-L SCREW HEADS TO BE SEALED BY INSTALLER TYP. Af HEAD AND SILL. • ••. • • • • • • AC.. tRIaA YtADS TO BE SEALED •• BY INSTABLE* TYP. AT JAMB. APP_Y STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MJLLION PARTS ;GOETHE4. .FMB rlr a STRUCTURE (OPTIONAL C1 NOT WOOD GU • • • • V SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT, SEE (ELEVATION FOR I,OCA1IONS & SPACING. I/4" SHIN MAX 13Y INSTALLER PERIMETER SEA_ BY OTHERS FRAME WICTH EXTERIOR FRAME WIDTH ..T 1/4` SHIM MAX BY INSTALLER #8x2112"PHBMSBBB ELEV. FOR LOCATION 4 ALL SCREW HEADS TO BE SEALED BY INSTALLER 1YP. AT JAMB. STING CTRUDTURE (OPTIONAL 1XORBI • w0000lIcKNOT 6lnelA IA P.B., SEE 'ANCHOR NOM ANCHOR 'TYPES EEMMBEDNEr r. SEE ELEATON FOR •LOCATIONS & SPACING. SEE ANCIPR NOTES rat AN CROR.. ES AND { EMBEDMMAT. SEE I•LCVATION FOR LOCATIONS & SPACING. STRUCTURE [1 EDUCING � ITT_ PROWL WIDTH (OPTIONAL iN ORCXWOOD BUCK NOT EXTERIOR CA) SECTION OF SIDELiTE HALF SCALE PERIMETER SEAL BY OTHERS 2" ^•-+ FRAME •WIDTH MASONRY OPENING a HALF SCALE SECTION OF TUBE - MULLION SIDELITE 0 i 04- 138 -0018 LL 12° MAX TYP MAX ++-- -- - 8" TYP 5 I. I I- 1 AND LEAP CORNERS, INSTALLATION SCREWS AT SAL ED IAMBS ANI! aglreEAD�6LANT. BE SEALep WITH Spi@E N � REEtt�i ro FROM PXN1 �S SP HINGES NYLO312 APS AT 332/x° FROM7OP & BOTTOM MOAT MIDSPAN EXTERIOR TNAI MB TURN MIL • BOTTOM • • • • ••• • • • • • CONNEmCa� h eastATOR • • HANDLE AT STILE NEAR MIDSPAN STANDARD PLUSH BOLTS MANUALLY OPERATED AT TOP AND BOTTOM OP EACH A rJVE AND•IJCT1WAP • • • • • • • • • • • • • • • • • • • • • • • • ••• • BLA • arm MEW FAROUK SPACING • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4. L' •--r- JAN 1 1 200 WILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTAN TRACO S ity Windows & IDou 71Ae Cranberry Township, PA 16066 This NOA is being issued under the of ", `ons governing the use of construction materials. The documentation submitted has been reviewed by _Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AIiJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will inter the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this ate, if it is determined by Miami-Dade County Product Control Division that this p roduct or material fails to meet the revirernents of the applicable building code. This.pumduct is approved as described herein, and has been designed to comply with the Florida Building Code including the Hlgh Velocity Huhrnicaue Zone. DESCRIPTION: Sys legal 24S" Aluminum Single I1mng Window —L.M.L ✓ APP tOVAL DOCUMENT: Drawing No. 05-TRA 00A3, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared-by Frank L Bennardo. P.E. Consulting Engineer, dated 01/13/03 with revision `2" on 12/21/05, signed amend sealed by Frank L. Bennardo, P.E., bearing the NTianii- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the N iami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city; state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be coneider d after a renewal application has been filed and there has been no change in the applicable bun'ldi g code negatively affecting the performance of this product _ TERMINATION of this NOA will oceirr after the expiration date or if there has been a revision or change in the materials, ase, and/or manufacutre of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other puipases shall automatically terminate this NOA. Fame to comply with any section of this NOA shall be cause for -termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words NThami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall. be provided to the user by the manufacturer or its distributors and ifisli be available for inspection at the job site at the request of the Building Official This NOA revises NOA # 02- 1120.03 and consists of this page 1 and evidence pages E-1 and E-2 as well as the approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Ilirector, BCCO • •• • • • • i • • ••• •• •• • • • • • • • • • • • • • •• • NOTICE OF ACCEPTANCE: L intl • • • •.• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • A. DRAWINGS •• • • • •• ••• •• • 1. Manuf ell die drawings and section. • • • • • 2. Drawing No 05- TRA-Oi 03, titled "CoastaF240 Single Hi€ Window Large Miisslile Impact Resistant", Sheets 1 through 3 of 3, prepared by Frank L. Bennardo, Pte., dated 01/13/03 with revision "2" on 11/05, signed and sealed by Prank L. Bennardo, P.E. B. TESTS 1. Test reports onl) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resist uce Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) .Forced Entry Resistance, per FBC 2411.32.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report. No. &TL-0713.O1 -99, dated 10/07/99, signed and sealed by William R. Meliner, P.B. and Henry Hatteni, P.E. With addendum letter dated 2/23/00, signed and sealed by William R. Meaner, P.E. "Submitted Muter 1 VOA # 02-1120.03" 2. Test refits oni) Air Ikon Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Retistance Tcst, per FBC, TAS 202-94 4) Large Missile Impart Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, per FBC 241132.1 and TAS 202-94 along with up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test R No. FTL-2363, dated July 22,1999, signed and sealed by Jose D. Mitsui, P.E. "Submited aender NOA/ 02- 1120.03" C. CALCULATIONS: 1. . Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, RE. Consulting Engineer dated 09/22/05, signed and sealed by Frank L. Bernardo, P.E. Complies whb ASTM E D. QUALITY ASSURANCE 1. Miami Dade Building Code Complian k .141 , Building Code Compliance Office NOA. No 05.41930.03 Expiration Bate: Murcia 1.,7�•,I�2OO Approval Baer March 27, WW E. MATERIAL CERTIFICATION: ••• : : ••• . •• 1. Notice of Acceptance No. 044721.0I YseuektoWpo; ies. llic. for ` rapcon Concrete Anchors" dated 03/09/06 expiring on 01/06111. • • • • • 2. Notice of Acceptance No. 03- 0421.02 issued to Solutia. I c. for "SO= iIIG PVB Polyvinyl Buty al Interlayer" dated 01/08104, expiring on 05121/06. 3. Notice of Acceptance No. 0S- 1200.02 issued toE.1. DuPont DeNemours for "Laminated Glass withal/mike as Interlayer" dated 01106/06, expiring on 12/11/10. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/025, signed and sealed by Frank L. Bennardo, P.E. G. 4 1. Notice of Acceptance No. 02-1120.03, issued to TRACO Security Windows & Doors, Inc. for their Series " -240" Aluminum Single Bung Wi_mlow — Impact Resistant, approved on 02106/03 and expiring on 03117108. E -2 Code F. ER:I�u:Y(��C4, ! Code Comp Mho NOANo 054930.83 Faidration Date: 17, 2008 Approval March 23, •� • • • B 1/4• MAX. AT MAO/SILL CORNERS 47 7/8' D. O. (PD(. COASTAL -240 SINGLE HUNG 'WINDOW LARGE MISSILE IMPACT RESISTANT 19 ITYMAX. AT Haarso p 7 • ,••• • • • F { t • • • a 0 btM9 CORNSYS ••• •••• AT°I TO PAIL) 13 h%2' MAIL ' AT 10AD/9ILL 47 lir 90 4° MAT '81D1FI SHY' MAK. �WM4000'WiD1T1 TYPICAL ELEVATION ,1-----9/E• ANN. GM 090 INTARLAYER SANAS PYI LAMWATED'0Y SCUM . SAXONS VS DOW 001041110 t18s .11 .iill a k 14. MAX 69 860.MAST POR RA ;AMR • OSYi7ARAT JAMB M. 7 DESIGN LOAD CAPACITY (PSF) NDOW M9�' NUM OF 5/1' LAMAT ID A WIDTH MI I Er. (m) . I INT. (.) 28 28 Ur 3r 83 _'' 1111120,11111 '111ETIIM ini.11 KIM . 261/2" 3 7, 83 8" HI Mil . fL7 s KM 9 p.. 20 242° 37" 53 _ IIIIMIIIMINE1901111111 OM �Q�.E� 8 11:1111111/I01111111111011111 MEN ,1111111MIIM IIIIIIMIIIII 26 ° 53 4' 74.1/4 "N 7 MIMII -.: 1.- -10' ANN. GLASS 100 MAMBA an= PV• Vr- ir WC. SY'DIDONP w MIXON 5/96° BYBRAA. LAM. ANN. G6ASS 5/16° OV6RALLLAI4.ANN, t1.AS5 LAMUMIEO SY'0UAR9SAN' GI.AZ2NG tlTTIONS 1AMNHAT® SY'TO0PO ASS' �^6}'7476R(UL'1NOICATES NUMBER OF I! ANQ DNB ATNOR2ZONTAL N9EI NG was AT MIMS (EACH END) • ----vy 'TOTAL ° INDICATES TTITALNUM6BR OF AN0M0D5 AT EAci4 ums Mier S 'NTG MD.° WHOM GENERAL NOTES: 1. THE BREW DESCRIBED NEREIN HAS OEM DOMED AND TINTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIEN VELOCT Y HURRICANE ZONES, M1A141•DADE 420u7 T PROTOCOLS TAB 20L, 202 6.20 &,AND AWN 51398. 2. 140 501j34IN['RFA6E IN ALLOWAELE STREETS HAS BEEN USED IN THE 0191614 OR THIS SYSTEM. WIND LOAD DURATION "AMOR Cd.1.6 R4AS BEEN USED PD. WOAD ANCHOR DERGN. 3. POSITIVE AND NEGATIU6 DEMON PRESSURES CALC2M7'ED FOR USE W1T1i THIS 6Y67EII WALL. Be DETERMEY 0110ERBON A 1013128CIP1C EARS IN ACCORDANCE WITH THE GDVERNWG CODE. 4. TTr6 SYSTII4 DETAILED HEREIN HAS BEEN TESTED PER mIANADADE TEST B8ORTS.O0713.D1.99 6Y AMAMERICANTTen LAB (AIL) d #EIND BY PENEETI 11014 TWINE; LABORATORY {Fn.). FR17T1PL8 UNITE 14UsT SE INSTALLED USING NIAM1- DADEm0NW RCCO APP*V90 STRUCTURAL 74)1120149. S. THE MIEN DETAILED HEREIN IS GINS= AN0 00E3 NOT E UND IMAT10N FOR A.8PBCIF242 81TE. FOR 611{E COND0T10Ns 01FFERENT FROM THE CONDITN3N6 DETAILED MUM A L 42074080 ENGINEER OR 6EGISTERB0 ARCItTECT SHAW. PREPARE SPEC 30CUMSITB FOR U91 IN CON7UNCrioNVITH THIS DOCUMENT. 8. PERMIT' HOLDER•SHAU. VERTPY THE ADEQUACY OF THE MELTING sTRLICTUR8 TO WITHSTAND 55797 MPD68! LOAD. WORD BUM (By OTHEREO sH ORBDPf LYT'O TRANEFER, Loos TC We DUSTING STRUCTURE. 7. FARMS 012480 WIN 8 /16, LAMINATE 61A5$ (SY'60 AMPS' 00 N�IMPAC�T [ 40 ERs. I6TAM AND DO NOT ;8. ANCHORS SOUSE %ARTA=AS LTSI17 FER MRNUfACTURBR'S *784P2CA410N8 AND 8PAC0D AS sH0*N HEREIN. ANCHOR EMSEDNENT D 61Nti. TO BASE MATERIAL ORCLUDE6 STUCCO OR 0.041 L. A O�STEER.IN INTACT WITH ABM SHALL 81 PAINTED OR TYPICAL ANCHORS; *2* 8745 INTO 26u WOOD DUCKS OR WOOD STRUCTURE 1 -3/6" FUN. P8218TMTNIN INTO WOOD 3/18' TAPCONS (ST ELCO) OR EQUIV. GONG. ANCHOR HOLDING CURRENT' NOME OF =WARM INTO 26N W000 BUCKS OR Boob STRUCTURE 14/8" NN. PENETRATION INTO W000 3/16'T 420NS(BT27 MD) OR MUIV. CONC. ANWLDR,HDLDING CURRENT N017CE OF ACC ENTQEHCW., THRU 2 8?Y WOOD BUCLs 17410 MASONRY OR DIREECTI.Y 1740 MASMI, 1.1/4" MIN. EMBED ANTE CONC. OR M28014RY IARGE M ISLE IMPACT R EISTANR WARMM L SHUTTERSND1 ilmumulD SEALANTS: FRAME AND MOAT cos RNEI SEALED WITH SYIOMFB MOREHRAD 89Da. PROIDOWBEIMMES r- y RNA igi 1 05 -TRA -0003 L t • • s • • • • • • • • • 1VPICAL ANO4022 822 ELEV. VOA WACO aria. Pax-r Nyman Qumran mown= 2, os000-so 1 012 HEM 2 ES1'0440 1 PAANE BILL 091.4•448 1 VENT acurom 0212.02.620 2 MENT EWE NATERIAl. 60016 62112.115 NEVES 60•341 02E342 OWE MANP4111,PPULTVREMAAh50 • • • • • • • • • • • 11 012.00.232 .11 a* 12 045.14402 AO REWS. VINT ASSENBLY.SCREW - ;NI x 1",P14211 EMS as not vrapppga3 (Fa M --— . %WOOL 2•LON .. $ .06 12 r ritt* one x ow mom moat 0tazustx14cum I SIIMONE EON 1129 2 ElvE2P LOCIE (AT KIP FROM EN/18) iONC CAST mAsE01L0 MT. --- 2 si/ocx Atm ixag.• 114./01C8 vow/ =POW= OW BOX), 1 ONAP LATO4 5'1.010 Wf SPAM 526245 AT 1410, URN Aixraiiasxs isn't: mem AMIEURAY10501120 OIL EQLEIV. •1021.*PHPN 214.. OPG. VENT RIGHT :11 M1117.1k1 VIVA" I( I OA. 01131. WINDOW VIETO1 EXTERIOR 411161"611 ' 0 05-TRA-0003 .062 111). a� ®GLA5S STOP VENT 8011TOINCORNOR ray 05 TRA -0003 MEIN SUM ESNS, Ili 1032 W. AVM Mk R. 88144 MOON 2804916 January 21, 2007 City of Miami Shores Building Dept. Attn. Mr. Claudio Grande C.B.O. Building Plans Examiner Ref: Addition to existing residence 389 NE. •th. Street City of Miami Shores, FL. 33138 Permit No. 06- -2851 Mr. Claudio Grande: CITY cOPY I do attest that, to the best of my knowledge, belief and professional judgment base on the following items: a). Visual inspection at the job site. b) Subsurface soil exploration performed by U.S. South, Eng. and Testing Laboratories, Inc. Copy of analysis and recommendations attached to plans. c) Structural calculations provided ( sheets EF -1 & EF -2 among others). d) Structural sheets S-1 & S-5 and Architecture sheet A5 Also as per F.B.C. existing code section 707.5.1, the new addition do not compromise the existing structure physical conditions u.o.n. as shown at sheets and calculations above mentioned, in which case (see sheet S=1 Foundations) we are providing proper details to reinforce the existing west wall ofthe residence. Overall look and appearance of existing structure are excellent and good workmanship is shown throughout We hope that this letter and all the information provided will satisfy you. Do not hesitate to contact our office if you have any question, our engineers and I will be more than willing to meet you if it is necessary. °FORIVf 6O0A -2004 . ,., . ,,, EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CbNgT OCTION Florida Depac TuerU of COminunity lffarrrp Residential Whole Gilt ng F rforniah Method A B. ... ...... . . Project Name: Address: City, State: Owner: Climate Zone: alain residence .(only addition) 389 ne 99 st miami shores, fl alain gonzalez South Builder. .. • • • „ P,erjnittp g Office: miami shores PNrnit Dumber: JLrisdictlon Number: .. • • • • • ... .. 1. New construction or existing 2. Single family or multi - family 3. Number of units. if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftl) 7. Glass type I and area: (Label read. a. U- factor: (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul. Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Single Assembly b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A Addition Single family 1 3 No 1564 ft1 by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 457.0 fti 7b. (Clear) 496.0 ft1 R41.0, 122.0(p) ft R °5.0, 986.0 ftI _ R =30.0. 1181.0 ftl Sup. R6.0, 50.0 ft 12. Cooling systems a. Central Unit b_ NA c. N/A JAN 1 1 2001 13. Heating systen@ Y: a. Electric Strip b. NA c.NA 14_ Hot water systems a. Electric Resistance b. NIA Cap: 36.0 kBtu/hr SEER: 14.00 1 kBttuhr OP: 1.00 c. Conservation credits (HR -Heat recovery. Solar DHP- Dedicated heat pomp) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation. HF -Whole house fan. PT- Programmable Thermostat, MZ- C-Mukizone cooling. MZ -H Mulrizone heating) gallons EF: 0.95 PT, CV, Glass /Floor Area: 0.32 Total as -built points: 24690 Total base points: 25407 PASS I hereby certify that the plans and specifications covered by this calculation are in co/ , ante with the Florida Energy Code. 41/11M „ PREPARED BY: `.tt,►. ,0 DATE: 'taa a - - I hereby certify that this b• =s d igned, is in compliance with the Florida 1 rgy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) F RI1A' 600A -2004 • ... • • • ... .. .. • • • •• •• • SUMMER tAk,t0ILMIONS Residential Whole Building Performance Method A - Details EnergyGauge® 4.0 • • .• •• .• • • • • • • • • ADDRESS: 389 ne 99 st., miami shores, fl, • • • • • ••▪ • ••▪ • ::: PERMIT #: lb IR BASE •• • . .• AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Mgt Area X SPM X SOF = Points .18 1564.0 32.60 9149.4 Single, Clear N 3.0 7.0 47.0 36.46 0.86 1480.3 Single, Clear N 3.0 7.0 47.0 36.46 0.86 1480.3 Single, Clear N 3.0 4.0 48.0 36.46 0.76 1338.9 Single, Clear N 3.0 4.0 39.0 36.46 0.76 1087.8 Single, Clear N 3.0 4.0 39.0 36.46 0.76 1087.8 Single, Clear E 3.0 4.0 48.0 78.71 0.61 2303.1 Single, Clear S 0.0 0.0 12.0 66.93 1.00 803.1 Single, Clear S 0.0 0.0 12.0 66.93 1.00 803.1 Single, Clear S 0.0 0.0 12.0 66.93 1.00 803.1 Single, Clear W 3.0 4.0 42.0 70.53 0.63 1869.7 Single, Clear W 0.0 0.0 8.0 70.53 1.00 564.2 Single, Clear W 0.0 0.0 8.0 70.53 1.00 564.2 Single, Clear W 3.0 4.0 48.0 70.53 0.63 2136.8 Single, Clear W 3.0 7.0 47.0 70.53 0.79 2632.4 Single, Clear E 3.0 4.0 39.0 78.71 0.61 1871.2 As -Built Total: 496.0 20826.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int lnsul, Exterior 5.0 986.0 2.00 1972.0 Exterior 986.0 2.70 2662.2 Base Total: 986.0 2662.2 As -Built Total: 986.0 1972.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1181.0 2.80 3306.8 Single Assembly 30.0 1181.0 7.27 X 1.00 8585.9 Base Total: 1181.0 3306.8 As -Built Total: 1181.0 8585.9 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 122.0(p) -20.0 - 2440.0 Slab -On -Grade Edge Insulation 0.0 122.0(p -20.00 - 2440.0 Raised 0.0 0.00 0.0 Base Total: - 2440.0 As -Built Total: 122.0 - 2440.0 EnergyGaugee DCA Form 600A -2004 EnergyGauge®/FIaRES22004 FLRCSB v4.0 FORM' 600A -2004 • • ... • • • ... .. .. • • • .. .. • EnergyGauge® 4.0 SUMMER t•AIIKAIIIONS Residential Whole Building Performance Method A - Details • • .. .. .. • • • •• • • • • • ••• • • I ADDRESS: 389 ne 99 st., miami shores, fl, . • .. . . • • PERMIT #: BASE . • • . •• AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1564.0 18.79 29387.6 1564.0 18.79 29387.6 Summer Base Points: 42066.0 Summer As -Built Points: 58331.5 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 42066.0 0.4266 17945.3 ' (sys 1: Central Unit 36000 btuh .SEER/EFF(14.0) Ducts: Unc(S),Unc(R),Int(AH),R6.O(INS) 58331 1.00 (1.07 x 1.165 x 0.90) 0.244 0.902 14426.0 58331.5 1.00 1.125 0.244 0.902 14426.0 EnergyGaugeim DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 WINTER GA�S`,.lJl'A�ONS Residential Whole Building Performance Method A - Details EnergyGauge® 4.0 • . .• •• .• • • • •••.. • • . • • ADDRESS: 389 ne 99 st., miami shores, fl, •:• . • • • ••• ••• . • . PERMIT #: BASE • - • - - - • • AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1564.0 2.36 664.4 Single, Clear N 3.0 7.0 47.0 6.03 0.98 278.8 Single, Clear N 3.0 7.0 47.0 6.03 0.98 278.8 Single, Clear N 3.0 4.0 48.0 6.03 0.97 281.4 Single, Clear N 3.0 4.0 39.0 6.03 0.97 228.7 Single, Clear N 3.0 4.0 39.0 6.03 0.97 228.7 Single, Clear E 3.0 4.0 48.0 4.77 1.08 246.9 Single, Clear S 0.0 0.0 12.0 4.49 1.00 53.9 Single, Clear S 0.0 0.0 12.0 4.49 1.00 53.9 Single, Clear S 0.0 0.0 12.0 4.49 1.00 53.9 Single, Clear W 3.0 4.0 42.0 5.49 1.02 235.2 Single, Clear W 0.0 0.0 8.0 5.49 1.00 43.9 Single, Clear W 0.0 0.0 8.0 5.49 1.00 43.9 Single, Clear W 3.0 4.0 48.0 5.49 1.02 268.8 Single, Clear W 3.0 7.0 47.0 5.49 1.00 259.1 Single, Clear E 3.0 4.0 39.0 4.77 1.08 200.6 As -Built Total: 496.0 2766.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Instil, Exterior 5.0 986.0 0.90 887.4 Exterior 986.0 0.60 591.6 Base Total: 986.0 591.6 As -Built Total: 986.0 887.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 QO Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1181.0 0.10 118.1 Single Assembly 30.0 1181.0 0.08 X 1.00 94.5 Base Total: 1181.0 118.1 As -Built Total: 1181.0 94.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 122.0(p) -2.1 -256.2 Slab -On -Grade Edge Insulation 0.0 122.0(p -2.10 -256.2 Raised 0.0 0.00 0.0 Base Total: -256.2 As -Built Total: 122.0 -266.2 EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FiaRES2004 FLRCSB v4.0 FORM 600A -2004 • ••• • • • • • •••• •• •• • • • •• •• • WINTER dAL LJ , fi)ONS Residential Whole Building Performance Method A - Details • • • • • • • • ••• • • • ••• ••• ••• • • • • • • • • • • • • • • • • EnergyGauge® 4.0 ADDRESS: 389 ne 99 st., miami shores, fl, • • •:. • _ - • • • • • ••• ••• • • • PERMIT #: EnergyGauge1" DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 BASE . • • . •• AS -BUILT • INFILTRATION Area X BWPM = Points Area X WPM = Points 1564.0 -0.06 -93.8 1564.0 -0.06 -93.8 Winter Base Points: 1024.0 Winter As -Built Points: 3388.5 Total Winter X Points System = Multiplier Heating Points Total X Component (System - Points) Cap X Duct X System X Credit = Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1024.0 0.6274 642.5 (sys 1: Electric Strip 17100 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0 3388.5 1.000 (1.099 x 1.137 x 0.91) 1.000 0.950 3388.5 1.00 1.137 1.000 0.950 3660.5 3660.5 EnergyGauge1" DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 FORM `600A -2004 • . .•. • • • ••• •• •• • • • •• •• • EnergyGauge® 4.0 - - WATER HEATING & CODE.QQMP lANCE STATUS Residential Whole Building Performance Method A - Details • • • • • • • • • • • • • • . . 'ADDRESS: 389 ne 99 st., miami shores, fl, • ••• • • • w • • • i ••• ••• • • PERMIT #: •• •• BASE ••••i•II • -- • • •• AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 1.0 0.95 As -Built Total: 3 1.00 2201.22 1.00 6603.7 6603.7 EnergyGaugeT" DCA Form 600A -2004 PASS EnergyGauge®/FIaRES'2004 FLRCSB v4.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 17945 642 6819 25407 14426 3660 6604 24690 EnergyGaugeT" DCA Form 600A -2004 PASS EnergyGauge®/FIaRES'2004 FLRCSB v4.0 1ORNI 600A -2004 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • Code ComeoliariceiChedkIist EnergyGauge® 4.0 Residential Whole Building Performance Method A - Details • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • . • - IADDRESS: 389 ne 99 st., miami shores, fl, • • • • • • • • • ••• ••• • • • PERMIT #: 1 6A -21 INFILTRATION REDUCTION COMPLIANCE C.HECJ(L�$T. • .. • • • COMPONENTS SECTION REQUIREMENi$FQR pp-mew • • Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfmt .4 wtid8 'are v* 4i /N.jt.door area Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8° sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2° clearance & 3e from insulation; or Type (C rated with c 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1 ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls - Franz' R -11 or CBS R-3 both sides. Common ceiling & floors R -11. CHECK EnergyGaugeTO' DCA Form 600A -2004 EnergyGauge®/F1aRES'2004 FLRCSB v4.0 • • ••• • • • ••• •. •. • • • • • • • • • • • • • • • • • • ENERGY PERFORMAltiTCL•EEVEL (EPL) DISPLAY CARD . •..•• •••.. •• • • • • • ••• • • • ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more eincientth¢$o4 *. ; • • . • • I. New construction or existing 2. Single family or multi-family 3. Number of units, if mufti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11) 7. Glass type' and area (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab-On-Grade Edge Insulation b. N/A c. NIA 9. Wall types a. Concrete. Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Single Assembly b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A •• • • • • • ••• •• alain gonzalez, 389 ne 99 st., miami shores, fl, Addition Single family I 3 No 1564 fft by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 457.0 ftl 7b. (Clear) 496.0 ft1 R=0.0.. 122.0(p) ft R=5.0. 986.0 ftl R =30.0. 1181.0 ftI _ Sup. R=6.0, 50.0 ft 12. Cooling systems a. Central Unit Cap: 36.0 kBturbr SEER: 14.00 _ b. NIA c. N/A 13. Heating systems a. Electric Strip Cap: 17.1 0 tr COP: P: 1. 1.00 b. N/A c. NA 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery. Solar DHPDedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan. PT- Programmable Thermostat, MZ- C- Multizone cooling. MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: "NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. 1117011T score is 80 or greater (or 86 for a US EPA/DOE EnergvStar designation), your home may quay for energy efficiency mortgage (EEM) incentives if yon obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at w w.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Comnrnnity Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on 2 &4. EnergyGauge® (Version: FLRCSB v4.0) Cap: 1.0 gallons EF: 0.95 PT, CV. _ • • • • • • • • • • ••• •• • •• • • • • •• • • • • • • • • • • • • • • • • • • ••• • • Residential System Sizing Calculation alain gonzalez 389 ne 99 st. miami shores, fl Summary •• • •: •: ••• • ••: • Project Title:. • • • • • • • Code Only • alain res.addition & remodeling•ac 283 • • • • • Professional Version Climate: South •• • • • •• ••• •• • • • • • •• 11/22/2006 Location for weather data: Miami - Defaults: Latitude(25) Temp Rar' Ige(L)• • • ••• • Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidi difference 56.r • • Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 35481 Btuh Total cooling load calculation 54502 Btuh Submitted heating capacity 34200 Btuh Submitted cooling capacity 60000 Btuh Submitted as % of calculated 96.4 % Submitted as % of calculated 110.1 % WINTER CALCULATIONS Winter Heating Load for 2171 soft Load component Load Window total 660 sqft 17275 Btuh Wall total 1512 sqft 6778 Btuh Door total 0 sqft 0 Btuh Ceiling total 1788 sqft 1967 Btuh Floor total 122 ft 2269 Btuh Infiltration 217 cfm 5502 Btuh Subtotal 33791 Btuh Duct Toss 1690 Btuh TOTAL HEAT LOSS 35481 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2171 soft Load component Load Window total 660 sqft 27383 Btuh Wall total 1512 sqft 4505 Btuh Door total 0 sqft 0 Btuh Ceiling total 1788 sqft 3040 Btuh Floor total 0 Btuh Infiltration 203 cfm 3346 Btuh Internal gain 3000 Btuh Subtotal(sensible) 41273 Btuh Duct gain 4127 Btuh Total sensible gain 45400 Btuh Latent gain(infiltration) 7722 Btuh Latent gain(internal) 1380 Btuh Total latent gain 9102 Btuh TOTAL HEAT GAIN 54502 Btuh EnergyGauge® Sy PREPARED B' . DATE: Sizing bar sed An FM n ACCA Manual J. EnergyGaugee FLRCPB v3.22 alain gonzalez 389 ne 99 st. miami shores, fl • • ••• • • • ••• •• •• • • • • • •• •- • • • • • • • • • • • • • • • • • • • • Manual J Winter Calctilatiorfs Residential Load - Componevt.E etatls.continllgd) Project Titre:: • •' Code Only alain res.addition & remocreliag.ac : Professional Version Climate: South " • ' ' " "' " 11/22/2006 Key: Window types (SHGC - Shading coefficient of glass as SHGGr ruEnerioalivalwe tir as clear or tint) (Frame types - metal, wood or insulated metal) • • • • • • • ••• • • (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGaugee FLRCPB v3.22 alain gonzalez 389 ne 99 st. miami shores, fl Reference City: • • ••• • •• •• • • • • • • • • • • • • • • • ••• •• •• • • • • • • • ••• • • • System Sizing Calculafions = Wihter Residential Load - Component Details. Project Title:; • • • • • • alain res.addition & remodeling•ac 2403 •: • • • • Miami (Defaults) Winter Temperature Difference 3:0 :F • • : • • ••• • • • Code Only Professional Version Climate: South ••• •• • • • • • 11/22/2006 Window Panes /SHGC /Frame /U Orientation Arta X' • • 1-1TIN =' • • ' • Load 1 1, Clear, Metal, DEF N 47.0 26.6 1250 Btuh 2 1, Clear, Metal, DEF N 47.0 26.6 1250 Btuh 3 1, Clear, Metal, DEF N 48.0 26.6 1277 Btuh 4 1, Clear, Metal, DEF N 39.0 26.6 1037 Btuh 5 1, Clear, Metal, DEF N 39.0 26.6 1037 Btuh 6 1, Clear, Metal, DEF E 48.0 26.6 1277 Btuh 7 1, Clear, Metal, DEF E 39.0 26.6 1037 Btuh 8 1, Clear, Metal, DEF S 39.0 26.6 1037 Btuh 9 1, Clear, Metal, DEF S 9.0 26.6 239 Btuh 10 1, Clear, Metal, DEF S 12.0 26.6 319 Btuh 11 1, Clear, Metal, DEF S 12.0 26.6 319 Btuh 12 1, Clear, Metal, DEF S 12.0 26.6 319 Btuh 13 1, Clear, Metal, DEF W 42.0 26.6 1117 Btuh 14 1, Clear, Metal, DEF W 8.0 26.6 213 Btuh 15 1, Clear, Metal, DEF W 8.0 26.6 213 Btuh 16 1, Clear, Metal, DEF W 42.0 26.6 1117 Btuh 17 1, Clear, Metal, DEF W 10.0 26.6 266 Btuh 18 1, Clear, Metal, DEF W 6.0 26.6 160 Btuh 19 1, Clear, Metal, DEF W 12.0 26.6 319 Btuh 20 1, Clear, Metal, DEF W 47.0 26.6 1250 Btuh 21 1, Clear, Metal, DEF W 16.0 26.6 426 Btuh 22 1, Clear, Metal, 1.00 E 39.0 23.0 897 Btuh 23 1, Clear, Metal, 1.00 N 39.0 23.0 897 Btuh Window Total 660 17275 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 986 3.3 3254 Btuh 2 Concrete - Exterior 3.0 526 6.7 3524 Btuh Wall Total 1512 6778 Btuh Ceilings Type R -Value Area X HTM= Load 1 Single Assembly 19.0 1788 1.1 1967 Btuh Ceiling Total 1788 1967Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 122.0 ft(p) 18.6 2269 Btuh Floor Total 122 2269 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 17585(sgft) 117 2972 Btuh Mechanical 100 2530 Btuh Infiltration Total 217 5502 Btuh Subtotal 33791 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 1690 Btuh EnergyGauge® FLRCPB v3.22 Total Btuh Loss 35481 Btuh alain gonzalez 389 ne 99 st. miami shores, fl • • ••• • • • •• • .. .. • • • • • • . . . • • • • • • • • • • • • • • . U. • • • • • . • Manual J SummerCaIC I(tia*s Residential Load - Componet.E etatls.tcon#ineed) Project Tithe:: : • : : • : •• Code Only slain res.addition & remodeliet•ac 28 •: • • ••• • • •• •• • • • • • • • • • • • • • • ••• System Sizing Calculatibti alain gonzalez 389 ne 99 st. miami shores, fl • • • •• •• . • • • • • • • • • • • • • • • Stimmer Residential Load - CompAner)t Qetailp, ••; Project Tit%:: : ' : : ' : :.' Code Only alain res.addition & rem'odelint•ac 241 • :. • Professional Version Climate: South Reference City: Miami (Defaults) Summer Temperature Differeltee 1�.0'E : • • ... • . .0 . . .. .. °OS ■ U.S. S�utI4 Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, aite.8 -23 • Miarni, Florida 3=3015 Telephone: (305) 55? -258$ • Faz (3dY) 362 :4069, • • ... • . . • • :.: : ; . " December 13th , 2006 • American South Design, Inc 1032 SW 79th Avenue Miami Florida 33166 Re: Subsurface Investigation and Recommendations Residential Home - Mr. Alain Gonzalez 389 NE 99th Street Miami Shores, Florida 33138 USSE Project Number: 06 -5635 Dear Sir /Madam: JAN 1 1 2007 Li CITY PY Representatives of U.S. South Engineering and Testing Lab., Inc., have performed geotechnical explorations for the vacant site located at 389 NE 99th Street Miami Shores, Florida. The purpose of these explorations is to obtain subsurface conditions in order to provide site preparations and foundation design recommendations to support the proposed structure. This report presents our findings and recommendations. Project Information To explore the subsurface soil strata within proposed site plans, our personnel performed three (3) standard penetration boring tests to the depth of twenty feet (20') throughout the site. Present site conditions were observed by representatives of U.S. South Engineering and Testing Lab., Inc. at the time during our field exploration. The existing ground surface elevations at the boring/test locations were not determined and we consider being at the elevation zero. Subsurface Exploration /General Subsurface Conditions SUBSURFACE SOIL EXPLORATION The sub - surface conditions at the site were explored with three (3) standard penetration boring tests. The testing took place on December 12th , 2006. The result of the classification and stratification are shown on pages entitled Soil Standard Penetration Test Results in this report. It should be noted that soil conditions may vary between soil boring and the stratum interfaces which are shown. The soil standard penetration data reflects information from the specific test location only. The field test locations were established by our personnel using paced and taped measurement from the boundary lines. The boring locations, as shown on the field exploration plan, were taken in the areas which were accessible and should be considered approximate. • • •.. • • • • ••• • • • • ... • • • • • • • • • • • • • • . GROUNDWATER • • • • ' . • • • • • • • • . • . • • • • • • ••• ••• •0• ••. • • • • The groundwater level measured at the standard penetration test standard penetration locations at the time of drilling was approximately ranging from seven feetfpux itches (7' -4 ") to seven feet eight inches (7' -8 ") below the existing ground surface. Fluctuation in the obser, d;gtpupckvAfet ledels should be expected due 0000 to seasonal climatic changes. ,. • • . , , • • • • ' • • • . •S. •.' Analysis and Recommendations GEOTECHNICAL SITE SUITABILITY Based on a review of subsoil profiles developed from the engineering standard penetration test boring's we recommend the site suitable for designed construction with improvements. Before undergoing development, preparations need to be made including removal & clearing of any unwanted organic material, top soils, or construction debris. After removal, follow preparations with compactive testing as required to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. For each lift of the fill brought in to raise the site to it's desired elevation. Sub -grade preparation, fill placement ad foundation construction should be completed in accordance with the recommendations presented in this report. FOUNDATION DESIGN After the building areas have been prepared in accordance with the foundation preparation recommendations noted at the end of the report, the site should be suitable for supporting the proposed structures on a conventional shallow foundation. The shallow foundations must bear on the surface of the natural lime rock formation. We recommend that the footings be designed using an allowable bearing stress of 2500 pounds per square foot, or less based on total loads. To provide an adequate safety factor against shearing failure in the subsoils, the bottoms of conventional spread footings should be based not less than eighteen (18 ") inches below final grades. We recommend a minimum width of eighteen (18 ") inches for continuos footings and thirty -six (36 ") inches for individual footings, even though the soil bearing pressure may not be fully developed in all cases. FOUNDATION SETTLEMENT Shallow foundations designed and constructed in accordance with the recommendations of this report are estimated to sustain a maximum total settlement in the approximate range of 0.6 to 1.3 inches, which correspond to the lightest and heaviest column loading, respectively. Settlement of the foundations will occur As an elastic response of the soil to the building loads applied. In this case, nearly all of the settlement of the foundations due to dead loads is expected to take place during construction. The portion of the settlement due to the live load of the structure will generally take place soon after the first application of this load. Differential settlement between adjacent foundations should be approximately one -half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not to be more than 1 in 500. FLOOR SLAB • • ••. ••. • •• . ••• •• •• ••• • a. • • • • • • • • • • • • ••• • • • • • • • ^1 • • •• • •••• • • • • • • • • • • • • • It is our opinion that the floor slab system may be corfstrucrted as.it filajjpn grades :We recommend that the procedures described under the "Site Preparation" section of this report be used to prepare the floor slab sub - grades. We recommend that a vapor barrier be placed bgt•ean the ioilxrd the concrete. We also recommend that the top & bottom reinforcing steel be placed for tefiiilsuppoit in Zhczroenl floor slab. ••••.: • • • • • • •.. • . • SITE PREPARATION Based on our observations, explorations, and evaluations supplemented by a review of subsoil profiles developed from engineering standard penetration test boring, we recommend the following : A) Locate the building area plus five (5') beyond and excavate the existing material down to three (3') feet. B) Compact the existing excavated area site using a vibratory roller or compactor to a minimum of 100% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. top existing organic materials, grass, roots, weeds, fine silty materials, construction debris and all other obstructions (if any) resting on/and protruding under the building pad be removed to the depth of the natural rock, and five (5') feet beyond the building foot print be removed as well. Compact the building site using a vibratory roller or compactor to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. FILL PLACEMENT Stock pile can be reuse as fill material to bring the site level to the desired elevation and should be placed in lifts not greater than twelve (12 ") inches thick, and each lift shall be compacted by a heavy vibratory roller to a minimum of 100% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. Fill should consist of fine sand with less than 10% passing the No. 200 sieve, free of rubble, organic, clay, debris and other unsuitable materials. The last twelve (12 ") inches shall consist of imported engineering lime rocks material with grain size no greater than three (3 ") inches. Compact by using a heavy vibratory roller to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. Fill should be tested and approved prior to acquisition and placement.. Verify all densification procedures by taking one (1) field density test probing twelve (12 ") inches into the underlying soils for every 2000 square feet of compacted surface but shall not be less than three (3) tests per lift of fill material, one (1) field test for every fifty (50) LF for the trench area and one (1) test for every column pad (if any). FOUNDATION CONSTRUCTION Following building pad construction as discussed above, the foundation area should be excavated and the footings formed. As mentioned previously, the foundations should be based on the existing lime rock formation. The excavation bottom should be inspected a Geotechnical engineer form this office to verify the integrity of the lime rock. If pockets of loose or soft soils or solution features in the form of slots or chimneys are found in the carbonate rock formation, they should be excavated to a depth of three (3) times the feature width or diameter and backfilled with lean concrete. GROUNDWATER CONDITIONS • • ••• • • •• •• • • • • •• •• •'•• • • • • • • • ••• • • • ••.•••• • • • • • •• • • • • We do not anticipate groundwater control for foundation construction eavati this site. If required due to heavy rainfall conditions or temporarily perched wat be controlled by pumping from sumps located in ditches or pits. • ..• • (in' • leis that tliree (3) • feet at er, groundwater can probably • • •• •. • • ••• • • • • .• '• • • • •• • General Information •' • • ' • ' • • ••• • • • The contractor should exercise due care during performance of the vibratory compaction work. If conditions are encountered which are not consistent with the findings presented in this report, or if proposed construction is moved from the location investigated, this office shall be notified immediately so that the condition or change can be evaluated and appropriate action taken. Attached is a copy of our full report for your review. U.S. South Engineering and Testing Laboratory, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please do not hesitate to contact the undersigned. Respectfully submitted, U.S. SOUTH Engit.¢eering and Testing Lab., Inc. Ghasem Khavania, P.E. # 41955 Project Manager RE. Subsurface Investigation and Recommendations Residential Home - Mr. Alain Gonzalez 389 NE 99th Street Miami Shores, Florida USSE Project Number: 06 -5635 • • ••• • •• •• • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • •• •• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • • • •• • • o • •• ••• • • • • •• • • • 00 • • • • • • ••• • • •• • •• • •0 SOIL STANDARD PENETRATION TEST RESULTS • ••. • • Residential Home' :. :. : :: 389 NE 9th Street • . Miami Shores, Floric . . . :33'�3 •: . :• : • ... • ... • • • • • .•..••.••. • .. • ••......• • ••••,.- - U.S. SOUTH ENGINEERING & TESIN4 LidB.,.IRIC:• •: •:• 6065 N.W. 167 STREET SUITE # Et - 23;MI�►MIF L.( RgDA 3015 TEL : (305) 558 -2588 FAX : (30•)'362-46''69 • • • • DEPTH TEST BORING REPORT • • • American South Design, tno ': • ': • ': • ••• . OrtierJo. 06 -5635 Client: Project: Residential Home - Mr. Alain Oorizaj _ _'� tot No. 06 -5635 Site Address 389 NE 9 Street Miami Shores, Florida 33138 w./ trace of light orange natural coral rock Hole No. 01 Test Location Refer to site map __ _ • • Start date December 12, 2006 Driller: Johnny & Alejandro •. S - 1 .. - tyiniVi date December 12, 2006 • • DEPTH DESCRIPTION SAMPLE NO. A g • BLOW ON SAMPLE "N:' REMARK Tesx Depth (ft) 0 " -6" Dark brown to dark grayish fine silty sugar sand 01 w./ trace of light orange natural coral rock 2 1 3 0- 2 6 " -2'6" White fine clean sugar sand S - 1 02 2 1 2 -4 03 1 1 2'6 " Brown fine -3' silty sugar sand S -2 3 04 3' -5' Dark orange silty sugar sand 2 1 05 S 3 1 2 4 -6 06 5' -8' Light orange to dark beige silty sugar sand w./ trace of natural coral rock 2 4 07 4 5 6 -8 S - 4 11 08 6 5 Water table at 7' 6" 09 8' -14' Light beige silty sugar sand w./ some natural 6 5 8 -10 coral rock S - 5 9 10 4 3 11 4 3 10 -12 S -6 7 12 4 4 13 10 15 12 -14 S - 7 --r- 20 14 7 5 15 14' -20' Light grayish clean sugar sand 10 10 14 -16 S -8 20 16 10 10 17 9 9 16 -18 S -9 19 18 10 10 19 .11 12 18 -20 S -10 27 20 15 19 21 Boring Terminated @ 20'00" 22 23 24 25 As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval U.S. SQUT,H... • • • ••• ENGINEERING & TESTING L4B. :IIiC: •, •: 6065 N.W. 167 STREET SUITE # - 21 Ml ML,'IBLORIC$A 33015 TEL : (305) 558 -2588 FAX : (305) 362-4669 • • • • TEST BORING REPORT , ••• Client: American South Design, Inc : • : : • 100:lej•No. 06 -5635 Project: Residential Home - Mr. Alain Genzal'e;z •:. • :. Repc>tt No. 06 -5635 Site Address 389 NE 9th Street Miami Shores, Florida 33138 01 Hole No. 02 Test Location, Refer to site map • • • • • • • ,date December 12, 2006 Driller: Johnny & Alejandro • • 3 • Finish date December 12, 2006 • • DEPTH DESCRIPTION SAMPLE NO. HAMMER BLOW ON SAMPLE "N" REMARK Test Depth (ft) 0 " -6" Dark brown to dark grayish fine silty sugar sand 01 wJ trace of light orange natural coral rock 2 2 3 0 -2 6 " -3' White to brown fine clean silty sugar sand S - 1 02 1 2 2 -4 03 2 2 S -2 4 04 3' -5' Dark orange silty sugar sand 2 1 05 S 3 2 1 3 4 -6 06 5' -8' Light orange to dark beige silty sugar sand w./ trace of natural coral rock - 2 2 07 5 5 6 -8 S - 4 10 08 5 6 Water table at 7' 8" 09 8' -14' Light beige silty sugar sand w./ some natural 5 4 8 -10 coral rock S - 5 9 10 5 4 11 11 12 10 -12 S -6 19 12 7 7 13 9 11 12 -14 S -7 18 14 7 7 15 14' -20' Light grayish clean sugar sand 11 11 14 -16 S -8 20 16 9 9 17 10 11 16 -18 S -9 21 18 10 11 19 12 11 18 -20 S -10 22 20 11 12 21 Boring Terminated @ 20'00" 22 23 24 25 As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval U.S. SQUT.I-1,.. ENGINEERING &TE$711/GL4BG . :ii •.•: • :• 6065 N.W. 167 STREET SUITE # Mt4M2, CLbRIE A %'3015 TEL : (305) 558 -2588 FAX :. (305) 362 -4669 TEST BORIND REPORT . ••• Client: American South Design, :r4 : • : : • ;0C1 •No. 06 -5635 Project: Residential Home - Mr. Alain dei zalez .:..:. Re :oft No. 06 -5635 Site Address 389 NE 9th Street Miami Shores, Florida 33138 Hole No. 03 Test Location Refer to site map •• • • • • •. .Start date • Finish date December 12, 2006 December 12, 2006 Driller: • Johnny & Alejandro "• • :•• • _ .. _ • DEPTH DESCRIPTION SAMPLE NO. HAMMER BLOW ON "N" REMARK Test Depth (ft) ft ) 0 " -6" Dark brown to light grayish fine clean silty sugar 01 sand 2 2 0 -2 6 " -3' White fine clean sugar sand S - 1 4 02 2 3 03 2 3 2 -4 S -2 6 04 3' -5' Light brown fine clean sugar sand 3 2 05 S 3 2 2 4 4 -6 06 5' -8' Dark to light orange silty sugar sand w./ some natural coral rock and trace of shell - 2 2 07 3 3 6 -8 S - 4 4 08 1 1 Water table at 7' 4" 09 8' -9' Light brown silty sugar sand w./ trace of silty clay an d some natural coral rock S - 5 1 4 17 8 -10 10 9'-14' Light beige silty sugar sand w./ some Tight beige natural coral rock and trace of shell 13 12 11 15 18 10 -12 S -6 33 12 15 12 13 14 15 12 -14 S -7 21 14 6 7 15 14' -20' Light grayish clean sugar sand 12 14 14 -16 S -8 30 16 16 17 17 15 16 16 -18 S -9 36 18 20 22 19 21 20 18 -20 S -10 46 20 26 25 21 Boring Terminated @ 20'00" 22 23 24 25 As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSUIWNE PROGRAM •`• ELEVATION ide &TTFIbtitt.: • • • • w s + w Important: Read the in §tructioifg oil iiages 1• - 7 ° • O.M.B. No. 3067 -0077 Expires December 31, 2005 JOB NO.: SF05 -1432 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME ••• .• �; •; • "• ALAIN GONZALEZ • • • • • • • • • • 0 • BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) tfeP.Q; @OUTi; kND C NO! • 389 N.E. 999" STREET • • • • .• C.-O e..65 1. it:0***601iNEVA0 CITY STATE ZIP CODE MIAMI SHORES • •PLOaRIDA • • • • • • • • 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal flEsitiptibn` 4) : • • • • LOT 24 AND THE EASTYz OF LOT 23, BLK 40, P.B. 10, PG. 70, M -D.C.R _ • • • • • • • • BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, necessaryj' RESIDENTIAL • • LATITUDE/LONGITUDE (OPTIONAL) ( ##° -## -##.#4/' or ##.#####°) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type):_ ❑ USGS Quad Map ❑ Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NF1P COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES - 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B& FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/95 REV. 03/02/94 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: ❑ NGVD 1929 ❑ NAVD 1988 11 Other (Describe): N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ❑ No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* `A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Select the building diagram most similar to the building for which this certifi and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/AI Complete Items C3: a -i below according to the building diagram specified in Item C2. State the datum u datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurem Use the space provided or the Comments area of Section D or Section G, as appropriate, to document Datum NGVD Conversion/Comments N/A Elevation reference mark used COUNTY Does the elevation reference mark used appear on the FIRM? 0 0 0 0 0 0 0 0 0 a) Top of bottom floor (including basement or enclosure) b) Top of next higher floor c) Bottom of lowest horizontal structural member (V zones only) d) Attached garage (top of slab) e) Lowest elevation of machi.ncrj and/or Equipment servicing the building (Describe in a Comments area) t) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) 11. 74 ft(m) N/A . _ft.(m) N/A . ft(m) ° o. _&(m) • w m es- 10.13 ft.(m) 9.5 ft.(m) z N S 11. 5ft.(m) h) No. of permanent openings (flood vents) within 1 ft above adjacent grade O ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: JASON H. PINNELL LICENSE NUMBER: 5734 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: SOUTH FLORIDA LAND SURVEYORS, INC. CITY DEERFIE BEACH DATE / T ® (o STATE FLORIDA TELEPHONE (954)4184940 ZIP CODE 33442 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt•IJpei, Suite, and/or Bldg.�tb.) 1J Q.p. ROUTE AND BOX NO. 389 N.E. 99TH STREET • • • • • • • • • • • • • • • • • • • - • • • CITY • • • • • • • $TATQ ZIP CODE MIAMI SHORES • • • • • s • • • • FL 33138 Forinsu"r ice SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) ••• • • • Copy both sides of this Elevation CertifNte fcQr (_) comr=mtinitOffi6ial, F it ui ance agent/company, and (3) building owner. COMMENTS • -, • • • • • • • • • • • • ••• ••• ••• • •• ••• •• • • ■.—•-• • • • • • • �• • • • attachments ❑ Check here if SECTION E - BUILDING ELEVATION INP3RNIA" NION•(SURVEY RtbT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ft.(m) _in.(cm) / 1 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _ in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _11.(m) _ in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's fioodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME SOUTH FLORIDA LAND SURVEYORS, INC. / JASON H. PINNELL, P.S.M. #5734 STATE OF FLORIDA ADDRESS CITY STATE ZIP CODE 2151 WEST HILLSBORO BLVD., #206 DEERFIELD BEACH FLORIDA 33442 SIGNATURE DATE TELEPHONE (954)418 -4940 COMMENTS El Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ft(m) . _ ft.(m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS El Check here if attachments FEMA Fonn 81 -31, January 2003 Replaces all previous editions • • ••• • • • ••• • • • • • .. .. • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • .. .. • • • • • • • • • • • • • • • • ... ... • • ••• • • • • • • • • • • • • • • • AMERICAN SOUTH SIGN, INC. . . . . . • ARCmTE • .. 1032 SW 79th AVE. c - --) %1, 1200.E m9m C'1'�R - klCIiTE&INGPLANNING MIAMI FLORIDA 33144 CITY C STRUCTURAL CALCULATIONS ADDITION TO EXISTING TWO STORY RESIDENCE AT 319 NE. 99717a. slum MIAMI SHOD FLORIDA 3313 MR. ALAIN GONZALEZ, OWNER AMERICAN SOUTH DESIGN, INC. ARCHITECTURE -ENGEV v44Ai mq • ••■ ••• • 1032 SW 79th AVE. MIAMI FLORIDA 33144 WwWsw %{J / 1+k- - wur.r Eve AT (oak,. d Th AlAy sur144#14e0tea WADS CNIAA twan Wm* To I NCR Tt AtuAt WA. IN 515 4.3g �'s�. �s�,= �a "fs �� a AND .T.2. t. ►�1 p rmt .P tztAttiropurr thlgt OOH ; StiotvN ON S(d6431T 6-j, L 2- A94 ittaottoguico IUD) rpOPJA-t, LOAD. •• • • •• • •• SHEET NO: F° 0 OF EF -o • ••• • ::ATRUCTURAL CALCULATIONS • • •• ••• •• • • • • • • • • • • • ••• •• CHECKED BY: 0. %e DATE: 45- a7 • ... • .. . • • • • ... • ... AMERICAN SOUTH DESIGN, INC. • • ... .. .. • • • • • • • • • ... ARt. H1T.E:CTURE- ENGINEERING+'I:4j.NNJl •: • . ... ... ... SHEET NO: F 1 OF °�- • ••• .'STRUCTURAL CALCULATIONS • 1032 SW 79th AVE. MIAMI FLORIDA 33144 • • CHECKED BY: O.& DATE: 64A/4.4 y5i.s ,41F• X /s7'"j 'Gd'45. ' iC?C7"/n/ •b s £/S ' � 7 �ZC 1s 7-1"./..S a) c fl a N P2-0/14 CO 124.490 re72' 44. Y 3/3 oak; FG —/ ,+"-(O tetVieZ la� DL.. ExtSTlft,C P -L.CCM Lu OL -E- LL ,.E /4-cri a.v F— M E Xt.sr uG ZOO. d) 4 .4LC C nvyv R►1q As.O 2 tea, / _ am6 viv `t/ -u . NOR T-1-1- WA-a.. 1 Ll —r— L) Pra., e( 22 73� OW P/i 4 .573/at 1.3 74. 7 24 c 16 c pit iOO1= .3.- �Guo� P-A./04/41 ✓U/STS h%A-; i€2.4 r2717461 740 w t 11'. 70-2.4 = 1680 ?If 2.5 2s3eL 33o-I-343o = Co Kopf psol i 2.50 W6 a - //1444.s. M 3 =G 26.1,2 r t 9cOf ,901,ST NJ& 3tvt.Ito + t 12-4 Est (SAS:. $141-.42 fcriz Man �a t St CV.A. *arc Q mil@ fziT.) • • ••• •• •• • • • • • • • • • • • • • ••• AMERICAN SOUTH DESIGN, INC. • • • • • ••• • • • • • • • • ARCHITECTURE ENGINEERIIVPs- aLAiITNYNla • • • • • • • • •• •• • • • • • • • • • • ••• ••• ••• 1032 SW 79th AVE. MIAMI FLORIDA 33144 mu) yeci=1, Qa 5130f ( 1.3 •• • • • • • ••• • • • • ••• SHEET NO: 0.9- OF Ws 0- • ••• • • :: • • STRUCTURAL CALCULATIONS • • • • • CHECKED BY_ ®. 6• DATE: I 0 7 • •• ••• • •• • • z',sk. GN1.V •11411,--' PIN 3 i. 44. t t.1.t N. - -.III cvas4 1\ 1► , 1,4A*Iroi VAINA 0)14T. Lure it crtt) o =tcd is ,ca4 -° i. 1.0.5t- WALE l'a " ) • • • • • ••• •• • mist 31* --7". Rwu =u,e� p�4 1L. -t Arr 4•5p1f:� ma Tee �►sfi- t4 r y 1j t. e . RoUI+ W Rai • • ••• • • • ••• •. •• • • • • •• •• • • • • • • • • • • • • • • • • • • •.• • • • AMERICAN SOUTH DESIiN; C; ; ; • ARCM I CTURE- ENGINEERING - PLANNING • • • • . • • • • 1032 SW 79th AVE. MIAMI FLO A :33144 • • •• • • • • • • • • • • • • SHEET NO: / OF 24. STRUCTURAL CALCULATIONS 1.0 LOADS - ROOF DESIGN 1.1 WIND LOADS: BASIC WIND SPEED: 146 MPH CATEGORY: II EXPOSURE: C H:21.0 FT H •13, 0 FT Kd: 1.0 Kzt: 1.0 I: 1.0 GCpi: + -0.18 •• • • • ••• • • •• • • • ••• •• • • • CHECKED BY: eat • . r�"41 -clam Raab- b: 28FT L :41 FT FLAT ROOF MONO SLOPE / 174 . do 4 /EOO F 41 Pr L. 45/or FOR DESIGN WIND PRESSURES SEES COMPUTER OUTPUTS 1.2 LIVE LOADS: ROOF LL = 30 PSF (2319.17.2.1.3.) FBC 2°a FLOOR LL= 40 PSF 1.3 DEAD LOADS: 2"clfLa o �e Roof i- IardWaa ar Poorir) JJ a 4.,P5-F. . 5,4" Pi l w od d: a. 4.3` E lh it O.+ 6 a 2.4' joisT' 3 x 8" Psr 1, // : 2. Z � D ova G/ n. #�'" "i /,x 3" A V 2.5s OLD 20 F. 1 1 Rory, rivowhea.,10e1 / S P woo d 0.4 .5 = 2 P.rP ' 7 ¢ P-lf 71/.1 ¢'x id " ✓ci.rr — ¢ H �ec,4 �/ /ow----. _ L . / 2 PSF SHEET NO: 2 OF 2g ARCHITECTURE- ENGINEERING - PLANNING STRUCTURAL CALCULATIONS • • • • 1032 SW 79t AVE. MIAMI FLORIDD1 :33444 • • • ••• ••• ••• • ••• • • • • • • • CHECKED BY: DATE: • • • • • • • • 1.4 LOAD COMBINATIONS: (ALLOWABLE STRESS DESING) .. • • • .. •• .• 1 -D • • : Zs *v1S41 IAA$ SUCTION 2- D+L +Lr • • 3- D+Wp+L +Lr • • • lip =WIi13)J•OlD• PRESSURE 4- 0.6D -Ws 1.5 ROOF FRAMING PLAN L 14" 194." • 2F'` —I 11403 T. B. C2) t4; Q,oeO G;b6 4 ® 'r ° s K hoc r 4 11 u 44 �9•S /gars c__ '_5!.s 3 jc1 O "c 264 "o /G ■■- SO. 6 /7. 6 2 rL2 -7ZS T. 8. ti9.7, IN /2��,l,�G /0" 47.00 („}s'o6C ra-) II t F3o7W sox's ®1 xln' Q 24." o /c. 3 h .0.-0• , © +MI 1 At. asp.* I �ry� �l9.? �- _ cy.„. 2f 6” • 5 . �l ra 4141 14• SAM z /97t. 225 /L/f t. • ▪ • Dp. �• •L 4/ � � 2 u B /6/�/4/1.t. •:• •• :• •• :• • •• • • • • • • • 2 L CONC. cA-p =' g 8 • /Sb .t., 70 //t. . .. /g ▪ • ..... P rape-i• tool //r 5'7.3.S= '71; al/fri :•: .w. 452= 14.8. /SI) /17/6/711. i44 DZ. . #Ao 4 71‘t• LL = 22s /b/ ft. ZS 32. /000 - 8 /000. .0.3 d1 -7 B • /4: S• /— !g•/2 C fx 0. 007 • ••• • • • • • • • • • • • • • • • ••• •• • • • • • • • ••• •• I'r ca0 c �asG /Gs c m =/¢./2. Apt 102 Perak d. av33 0.025 /ion -�9 s� tp f--e. D. s ¢O b / -• v1 2.14.12. 4o 1 6o a-00 As X 0.667 /4.5. 4Sr/ ;44_ llsc :2 94 G 77F' $ 48n 7 -- (2- 0. ) . e'A M B Z. 8 x /C MARIANO V. FERNANDEZ, P.E. 8600 SW 73 STREET MIAMI, FL 33143 (305)608 -2620 Copyright 2000 by Tondelii inciineerS.,aig? 'p.A. Tampa, Florida • • • ••• • • • • • • • • • • • • ••• CUSTOMER : Mr. ALAIN GONZALEZ RESIDENCE' ••• • ' • JOB NUMBER : ASD3 DESCRIPTION : WIND PRESSURES FLAT 4e4): „ „ •'• ••; WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt = ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = • • • • • • • • • • • • • • • • • • * ** DESIGN 41i1D•LOAD tt •:.ASC1R -98 * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 • .. • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • 0.00 : 12 (.00 DEG) 68.0 FT2 21.0 FT .0 FT Kh = 0.911 Kz = 0.849 DATE : 11/4/2006 Al * * * qh = 49.7 PSF qz = 46.3 PSF MONOSLOPE ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.217 0.217 0.217 GCp ( -) -0.917 -1.217 -1.385 PRESSURE(psf) 19.7 19.7 19.7 VERT. COMP. 19.7 19.7 19.7 HORIZ. COMP. 0.0 0.0 0.0 SUCTION(psf) -54.5 -69.5 -77.8 VERT. COMP. -54.5 -69.5 -77.8 HORIZ. COMP. 0.0 0.0 0.0 a a 2 1 1 2 3 3 P = qh [ (GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT i•-• 70 Al aoPfr to tit ¢v MARIANO V. FERNANDEZ, P.E. 8600 SW 73 STREET MIAMI, FL 33143 (305)608 -2620 Copyright 2000 by Tondelli..$n'c�ir4er5.�c , 'i'.A. Tampa, Florida • • • ••• • • • • CUSTOMER : Mr. ALAIN GONZALEZ RESIDENCE ••• • ' ••• JOB NUMBER : ASD3 DESCRIPTION : WIND PRESSURES FLAT tp.Ot; •; •; ••. ••; • • • • • • • • . • • • • • • • • • • • * ** DESIGN D :CAAi>S •»•AScE' $ -98 * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z •• • • • • • • ••• ••.• • •• • • • • • • • • • •• • • • • • ••• •• = 0.00 : 12 (.00 DEG) = 100.0 FT2 = 13.0 FT = .0 FT Kh = 0.849 Kz = 0.849 * * * DATE : 11/4/2006 qh = 46.3 PSF qz = 46.3 PSF MONOSLOPE ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.200 0.200 0.200 GCp ( -) -0.900 -1.100 -1.100 PRESSURE(psf) 17.6 17.6 17.6 VERT. COMP. 17.6 17.6 17.6 HORIZ. COMP. 0.0 0.0 0.0 SUCTION(psf) -50.0 -59.3 -59.3 VERT. COMP. -50.0 -59.3 -59.3 HORIZ. COMP. 0.0 0.0 0.0 a a 2 1 1 2 3 3 P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 41.0 FT CORNER DISTANCE, a = 4.1 FT »Guprr1 1 /VP -. 5• ,gr.Q if- AS 0).r.4" - -6oPro 14/43 firer '9, 11 1' %2¢ • • • cOAOPAVY • ' • • CAN 9Qt� DESIGN, INC. Woo d Wo r k • . 103T�C79t�Uh AaGINEI EFRLIONRIDPALAN 331NING : • • • LAM G44 SOFTWARE FOR WOOD DESIGN Nov. 6, 2006 15:10:46 PROJECT MrALAIN RGONZALEZ RREOSOIF DE- NFCE ING -R1 ANDRES2 DesigjfQl*k Cal6uIa#Zon Sbfiet' : le./ :Sizer 20D4 , • • • •• LOADS: (ibs, psf, or plf ) • ••. ••• • • ..... • • • • • Load Type Distribution Magnitude Start End ,,• Location [ft] ,Start, And "goad' 1 • • 0.S./0: :4 3.00 12.00 12.00 15.00 0.00 3.00 3.00 12.00 12.00 15.00 zzzzzrzzztrro 0 0 0 0 0 0 0 0 0 Cu • •a rt • • fP. rt •• O•' M Loadl Load2 Load3 Load4 Load5 Load6 Load? Load8 Dead Live Wind Wind Wind Wind Wind Wind Full Area Full Area Partial Area Partial Area Partial Area Partial Area Partial Area Partial Area 16.00 (24.0)* •• 30.00 (24.0)* -70.00 (24.0)* 9.00:00: -55.00 (24.0)* -70.00 (24.0)* 18.00 (24.0)* 18.00 (24.0)* 18.00 (24.0)* *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (In) : 0' 15' Dead Live Uplift Total Bearing: LC number Length 281 450 460 732 281 450 460 732 2 1.0 2 1.0 Lumber -soft, D.Fir -L, No.2, 3x10" Spaced at 24" c./c; Self Weight of 5.49 pif automatically included in Toads; Lateral support: top= full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -2001: ( stress =psl, and In ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Live Defl'n Total Defl'n fv = 43 fb = 924 fb = 513 0.40 = L/450 0.16 = <L/999 Fv' = 180 Fb' = 1138 Fb' = 1281 0.75 = L/240 1.00 = L /180 fv /Fv' = 0.24 fb /Fb' = 0.81 fb /Fb' = 0.40 0.53 0.16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.60 1.00 1.00 0.703 1.100 1.00 1.15 1.00 1.00 - 4 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Bending( +): LC# 2 = D +L, M = 2744 lbs-ft Bending( -): LC# 4 = .6D +W, M = 1523 lbs -ft Shear : LC# 2 = D +L, V = 732, V design = 656 lbs Deflection: LC# 4 = .6D +W EI= 263.81e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. %/2g WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN ANDRES2 •• •• • • • • • • • • • • • Wootworkk® 9.4ze 4; • • • • • • ••• • • • • ••• COMPANY PROJECT I Mr.ALAIN GaNZALIEZ REST•DENCg • ••• I 2nd FLOOR -:F iIN. •• •• • •• • • • • • e • • DESIGN RESULTS - NDS -2001 • • • • • • • • ••• ••• ••• • • RoofJoist DESIGN DATA: Material: Lumber -soft @ 24.0 [in] spa cin g• • • • • ••• • • Lateral support: top= full, bottom= at supports Total length: 15.00 [ft] • • ••• • • • • •• • •• • • Repetitive factor: applied where permitted (nefer•t@ onlin. kelrp); • Load combinations: ASCE 7 -98; •• •• •• LOADS: (force =lbs, pressure =psf, udl =plf, location =ft) »Self- weight automatically included« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I I Load) Dead Full Area 16.00 (24.0)* No Load2 Live Full Area 30.00 (24.0)* No Load3 Wind Partial Area -70.00 (24.0)* 0.00 3.00 No Load4 Wind Partial Area -55.00 (24.0)* 3.00 12.00 No Load5 Wind Partial Area -70.00 (24.0)* 12.00 15.00 No *Tributary Width (in) SUGGESTED SECTIONS that PASSED the CODE CHECK: I Species I bxd I Axial I Bending) Comb'd I Shear I Disp./ I Grade I in I ft/Foil fb /Fb' I I fv /Fv'1 Allow. I I I I I I I D.Fir -L 1 No.2 3x10 0.81 0.24 0.74 »For more detailed output, select a Suggested Section from the Data Bar. << DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Nov. 6, 2006 15:01 :00 / 47/24 WoodWorks® Sizer , SOFTWARE FOR WOOD DESIGN ANDRES2 41 •0 41 • • • • • • • • • • Woodrork0 Szer;GQ4 • • • • • • ••• • • • • 000 COMPANY I PROJECT AMERICAN SOUTH DESIGN, INC. I Mr.ALAIN GONZALEZ RESIiENCS • ••• ARCHITECTURE- ENGINEERING- PLANNING 1 2nd FLOOR ; tRitSING, ': ': , : : ,' 1032 SW 79th AVE. MIAMI FLORIDA33144I • • • • • • • • • • • • • • • • • 0410 ••• ••• • • ANALYSIS RESULTS •i • i = • •• ••• •• LOADS: (force =lbs, pressure =psf, udl =plf, location=mft) »Self- weight automatically included« • • •• ', Load 1 Type I Distribution I Magnitude I •tocat•on • •I•Patt :rn• 1 1 1 Start End 1 Start End 1 Load 1 1 I 1 I Loads Dead Full Area 16.00 (24.0)* No -Load2 Live Full Area 30.00 (24.0)* No Load3 Wind Partial Area -70.00 (24.0)* 0.00 3.00 No Load4 Wind Partial Area -55.00 (24.0)* 3.00 12.00 No Load5 Wind Partial Area -70.00 (24.0)* 12.00 15.00 No - Load6 Wind Partial Area 18.00 (24.0)* 0.00 3.00 No Load? Wind Partial Area 18.00 (24.0)* 3.00 12.00 No Load8 Wind Partial Area 18.00 (24.0)* 12.00 15.00 No *Tributary Width (in) LOAD COMBINATIONS: ASCE 7 -98 0: SW (self- weight) results shown here are based on 5.493 plf SW is not included in the remaining LC results presented here. 1: D only 2: D +L 3: D +.75(L+W) 4: .6D +W (D =dead L =live S =snow W =wind I= impact C =construction CLd =concentrated) SHEARS AND BENDING ( +ve bending = compression on top): SPAN 1 1 1 1 1 Load 1 Shear@ I Bending@ I Span_Bending Comb. I start end 1 start end 1 mag. loc. 1 [ lbs] I [lbs -ft] 1 [lbs -ft] (ft] I I I 0 41 -41 0 0 154 7.5 1 240 -240 0 0 901 7.5 2 690 -690 0 0 2589 7.5 3 94 -94 0 0 504 7.5 4 -501 501 0 0 -1677 7.5 VERTICAL REACTIONS ( -ve = uplift ) [lbs] : Load Comb. 0 1 2 3 4 15.00 ft 41 41 240 240 690 690 94 94 -501 -501 Nov. 6,2006 15:09:22 9/24 WoodWorks® Sizer • • • • SOFTWARE FOR WOOD DESIGN ANDRES2 Critical Results .. • • . • .. .. • • • • • • • • • • • WooddVorkteer7,04: • • • • • • ••• • • • • ••• Nov. 6, 2006 15:09:22 REACTION [lbs] Maximum... Uplift: -460 Bearing: 732 -460 • • • • ••• • • .• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• -460 732 0' 732 15' SHEAR [lbs] +V max: 732 -V max: -732 0' Design shear < maximum due to notching or loads ignored within distance "d" of support. 15' BENDING [lbs -ft] +M max: 2744 Load Combination #2: D +L -M max: -1523 Load Combination 44: .6D +W 2744 1523 0' 7' -6• 15' DEFLECTION [in] Max Live: 0.4 Max Total: 0.16 Load Combination #4: .6D +W 0.4 0.35 0.35 0.2 0' 7' -6" 15' / °/24 WoodIt / r Y Y O 1 • L' • • • r : COMPANY RigERpvi nu-al DP•31GN ,INC. ARCHI ECTORE- NG$NERING- PLANNING 10`i2 AV M4�MI FLORIDA 33144 AM 672t1b6•15:29'3d •• PROJECT Mr.ALAIN GONZALEZ RESIDENCE ROOF FRAMING - R2 ANDRES3 SOFTWARE FOR WOOD DESIGN • Design CbeckCalculation•Sheet• ... : ' Sikr 2004" " • : : ' l2 • • • • • • • • LOADS: (ibs, psf, or plf ) • • •' ' • • ' • ' • • .• • .• • .• • • Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Load2 Load3 Load4 Load5 Load6 Load7 Live Dead Wind Wind Wind Wind Full Area Full Area Partial Area Partial Area Partial Area Full Area 30.00 (16.0)* 16.00 (16.0)* -60.00 (16.0)* -60.00 (16.0) * -50.00 (16.0)* 18.00 (16.0)* • • •• • • • • • • 0.)0 :: 1.0D ;•• 10030 019.483 • • 4.00 15.33 lid• ••• We • Igo • Ner • • • No No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : • Q ' 19'-4" Dead Live Uplift Total Bearing: LC number Length 281 387 268 667 281 387 268 667 2 1.0 2 1.0 Lumber -soft, D.Fir -L, No.2, 4x10" Spaced at 16" c%; Self Weight of 7.69 pif automatically included in loads; Lateral support: top = full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Live Defl'n Total Defl'n fv = 28 fb = 775 fb = 275 0.36 = L/647 0.75 = L /310 Fv' = 144 Fb' = 994 Fb' = 1447 0.97 = L/240 1.29 = L /180 fv /Fv' = 0.20 fb /Fb' = 0.78 fb /Fb' = 0.19 0.37 0.58 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.200 1.00 1.15 1.00 0.80 - 2 Fb'- 900 1.60 1.00 1.00 0.910 1.200 1.00 1.15 1.00 0.80 - 4 Fv' 180 1.00 1.00 1.00 - - - - 1.00 0.80 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 0.95 - 2 Bending( +): LC# 2 = D +L, M = 3225 lbs -ft Bending( -): LC# 4 = .6D +W, M = 1143 lbs -ft Shear : LC# 2 = D +L, V = 667, V design = 614 lbs Deflection: LC# 2 = D +L EI= 369.34e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L=live S =snow W =wind I= impact C =construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer FOR WOOD DESIGN . .... .... • ANDRES3 •• •• • • • .• •. • ••• • • ••••• • • Woodrork® S Zz r 86e4 • • ••. • • • • ••• COMPANY PROJECT I Mr.ALAIN GQ,NZAL$Z RESI,pENC% • ••• 1 ROOF - r1144/1": • • • • • • • • • • • • • • • DESIGN RESULTS - NDS -2001• • • • • • • • • • ••• ••• ••• • • RoofJoist DESIGN DATA: Material: Lumber -soft @ 16.0 [in] spacing• • • •• ••• •• Lateral support: top= full, bottom= at supporisr Total length: 19.33 [ft] • • • • • Repetitive factor: applied where permitted (ref :r:to:o:lina Help); • Load combinations: ASCE 7 -98; •• • • • • • ••• •• LOADS: (force =lbs, pressure =psf, udl =plf, location =ft) »Self- weight automatically included« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End 1 Load I I I I I .Load2 Live Full Area 30.00 (16.0)* No Load3 Dead Full Area 16.00 (16.0)* No Load4 Wind Partial Area -60.00 (16.0)* 0.00 4.00 No Load5 Wind Partial Area -60.00 (16.0)* 15.33 19.33 No Load6 Wind Partial Area -50.00 (16.0)* 4.00 15.33 No Load? Wind Full Area 18.00 (16.0)* No *Tributary Width (in) SUGGESTED SECTIONS that PASSED the CODE CHECK: I Species 1 bxd 1 Axial I Bendingl Comb'd I Shear I Disp./ I Grade I in 1 fc /Fc'I fb /Fb' I 1 fv /Fv'l Allow. I I I I I I I D.Fir -L 1 No.2 4x10 0.78 0.20 0.58 »For more detailed output, select a Suggested Section from the Data Bar. << DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Nov. 6, 2.008 15 :25:41 /Z'/ WoodWorks® Sizer • • ••• SOFTWARE FOR WOOD DESIGN ANDRES3 • • •• •• • • • • • • • • • • • • Woodworms : • • • • • • ••• • • • • ••• COMPANY 1 PROJECT 1 Mr.ALAIN GONZAIEZ RESbDENCE • ••• 1 ROOF - FR4MIG• • • • • • • • • • • • • • • • • • • • • • ANALYSIS RESULTS • • • • • ••• ••• ••• • • LOADS: (force =lbs, pressure =psf, udl =plf, location =ft•) • • • •• ••• •• »Self- weight automatically included<4 • • • • • • • • Load 1 Type 1 Distribution 1 Magnitude 1 Iloc%tton • •1•P8ttern • 1 I 1 Start End 1 •Star% • •End• 1 • Loact • • 1 1 I 1 I Load2 Live Full Area 30.00 (16.0)* No Load3 Dead Full Area 16.00 (16.0)* No -Load4 Wind Partial Area -60.00 (16.0)* 0.00 4.00 No Load5 Wind Partial Area -60.00 (16.0)* 15.33 19.33 No Load6 Wind Partial Area -50.00 (16.0)* 4.00 15.33 No Load? Wind Full Area 18.00 (16.0)* No - *Tributary Width (in) LOAD COMBINATIONS: ASCE 7 -98 0: SW (self- weight) results shown here are based on 7.690 plf SW is not included in the remaining LC results presented here. 1: D only 2: D +L 3: D +.75(L +W) 4: .6D +W (D=dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) SHEARS AND BENDING (+ve bending = compression on top): SPAN 1 1 1 1 1 Load 1 Shear@ 1 Bending@ 1 Span_Bending Comb. I start end 1 start end 1 mag. loc. I [ lbs] I [lbs -ft] 1 [lbs -ft] [ft] I I 1 0 74 -74 0 0 359 9.7 1 206 -206 0 0 997 9.7 2 593 -593 0 0 2866 9.7 3 147 -147 0 0 823 9.7 4 -342 342 0 0 -1502 9.7 VERTICAL REACTIONS ( -ve = uplift ) [lbs] : Load Comb. 0 1 2 3 4 19.33 ft 74 74 206 206 593 593 147 147 -342 -342 Nov. 6, 2005 15:25:55 is /2g Woodworks® Sizer SOFTWARE FOR WOOD DESIGN ` ANDRES3 Critical Results • • .. .. . • • • • • • • • • • woo4Nod.® lizer:2'01 l4: • • • • • • ••• • • • • ••• Nov. 6, 2006 15:25 :55 REACTION [lbs] Maximum... Uplift: -268 Bearing: 667 -268 • • • • ••• • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • •• • • • •• ••• •• • • •• • • • • • ••• •• -268 667 0' 667 19'-4" SHEAR .[lbs] +V max: 667 -V max: -667 0' Design shear < maximum due to notching or loads ignored within distance "d" of support. 19'-4" BENDING [lbs -ft] +M max: 3225 Load Combination #2: D +L -M max: -1143 Load Combination #4:..61). +,9 3225 0' 9' -8" 19'-4" DEFLECTION [in] Max Live: 0.36 Max Total: 0.75 Load Combination #2: D +L 0' 9' -8" 19'-4" /1/2# WoodWorks® Connections, ••• • §OFTVIIARE FOR WOOD DESIGN andnesl •• t• • • • •• •• . • • • • • • • • • • WoodWookse ConOect51$ 404 : • • ••• • • • • •.• One wood member bolted to a concrete wall • • • • . ... Connection Data: • • •• •• •• • • • Ledge: • • • • • • • • • • • Lumber -soft D.Fir -L No.2 dry seesoxed 2.1. » :9.251'.'(1 x 10 ") Length of member overlap is continuous. •• ••• •• Temperature (T) : T <= 100 deg F •' • • • • '• • •• • • • • • ••• •• Loads: Along main member: 460 lbs ten years duration in tension. Connector Design: Fasteners: Bolt Diameter: 1/2" 1 bolts per row Row Spacing: 12" Design Results: Load: Q = 460 plf Connection Capacity: Z' = 460 plf iii tIitiitiiiiiitiitiiiiitiiit1111111111111111 !11111111?111111111111 WARNING - Designer is responsible for checking the shear capacity of the member Connection capacity and connector spacing based only on the wood member. Concrete design MUST be checked. Connection only valid for concrete with Fe = 6000 psi and fc' = 2000 psi and bolt embedment in concrete of 6 in. or greater. Suggested Design Only, Designer Must Ensure that the Design is Appropriate for Intended Use Additional Data: Adjustment Factors: CD CM Ct Cg Cdelta Cd Cst Cft 1.00 1.00 1.00 1.00 1.00 - - 1.00 Yield Limit Values (lbs): Im Is II IIIm IIIs IV 3600.00 789.39 1182.76 1352.47 460.41 492.38 Nov. 6, 2006 1518:34 /-V.zdiz WoodWorks® Connections SOFTWARE FOR WOOD DESIGN • • andresl 4 N. •• •. • Woodwo • • ••• • • • • ••• • • • • ••• • • •• •• •• • • • • 7■1? • • t • • • ••• •• ••• • Nov. 6, 2006 15:38:42 8 ar 8 t G w,/.�SGe,. '4 24. "96 . T . �)fe v- 4 Ws c X 0.5" e i./2cioar. sz• ?rrlu /ass /z;wf, rr�!•- C *7rte• << sj II It 3x10 . �1$ tKi8aL7 // @ /2d °l �•� x < " CG ed7 e / . tt: .€00 �' ✓0 /.S'7's i b — 2- 2 %8. -GnvAv -- 3 —3 • •••• •• •• • • • AMERICAN SOUTH DESIGN, itN'c • • • • • • • • • • • • ••• ARCHITECTURE- ENGINEERING - PLANNING • • • 1032 SW 79th AVE. MIAMI FLORIDA pia; • • • •• • • • • • • • • • ••• ••• ••• • • ••• •• •• • • • • • • • • • • • • • .••• 2.0 2°d FLOOR FRAMING PLAN: •;. . • • SHEET NO: IF OF 244 STRUCTURAL CALCULATIONS .f . • i i • :CHECKED BY: r A . DATE: / / /DIG ••• • • • 0 • • • 11• • • • • f 0. .. • • • • • ••• ••• '+ L (2 7� Amoc c.EDGE — .- YZ 4 1cWIIc 80Lrs @ / /'' %. OP- /p `PP - - - -- – 8w • v. 1 + , CL1 C2) Vim" d, . "Wix raoc,rs a it" 0/c 1 411 V. ■ ".'...-- ....■.- "'.. j:n1 2.1 BEAM B1 ■ovc. 716 a B •/2 /3-a /A' /4 Sr 4,11 S7• "1 S.W. 05/ • / S . l.ta L 2. /.2: /vo a .43 1jif4, c) X t. o• 9 ,en 3S • /2 o d .. 36 8•/22 f /¢ /2L. 6000a 1 gooey ps 4.7 P7) • /4../2 fri7, = O.00 33 o.o Z$ fo.00 A5 a le. 8• D.aehf" aSe - 27A4 TNT" e477. C.40-771. raPBf - M • /SL 1'710 , /Oo ". 4.Z7 • a /3 3 • CC - 73o/ fl Z7- ,r3 8• 13E4M :8 "Se 14" at .. "` • WoodWorks ® • • SOFTWARE FOR WOOD DESIGN COMPAN' • • • ••• SCAN 9O 9 GN•INC. ARC}IITQCTOR cIGINEER:NG- PLANNING 103ZSjaZ9td A=/E; MIAIWI I:[ARIDA33144 Nov. 4, 2006 15:36:20 PROJECT Mr.ALAIN GONZALEZ RESIDENCE 2nd FLOOR - FRAMING ANIlRFS9 Design Check E�Ilggiatioq $hdt • • • • • • S'uer�00 • • • • • . . . l • . . ... • LOADS: (Ibs, psf, or plf ) ' • ••• • • • ••• • • Load Type Distribution Magnitude Start End Location [ft) Start Eid . Pattern 10:0,0? ... Na • • q•• •• •• • '• Load2 Load3 Live Dead Full Area Full Area 40.0.0 (16.0)* 20.00 (16.0)* • -- • • • • ,b. '•• • • *Tributary Width (in) ' •• • • • • • ••• •• MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (In) : 0' 15' Dead Live Total Bearing: LC number Length 232 400 632 232 400 632 2 1.0 2 1.0 Lumber -soft, D.Fir -L, SS, 3x8" Spaced at 16" c/c; Self Weight of 4.31 plf automatically included in Toads; Lateral support top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -2001: ( stress =psl, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 48 fb = 1299 0.40 = L/446 0.75 = L/238 Fv' = 180 Fb' = 2070 0.50 = L/360 0.75 = L/240 fv /Fv' = 0.27 fb /Fb' = 0.63 0.81 1.00 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 1500 1.00 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - -. - - 1.00 1.00 - - E' 1.9 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +L, M = 2371 lbs -ft Shear : LC# 2 = D +L, V = 632, V design = 581 lbs Deflection: LC# 2 = D +L EI= 150.84e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L=live S =snow W =wind I =impact C =construction CLd =concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • s 4ail og, WoodWorks® Sizer • AWL-WARE FOR WOOD DESIGN •-..• • • ...• .• • • • . • • • • woodwork® slier 1b04:6: : • : • • ••• • • • • ••. • ANDRES2 • COMPANY I PROJECT AMERICAN SOUTH DESIGN, INC. 1 Mr.ALAIN GONZALEZ RBSIDENC1 • • • . • ••• ARCHITECTURE- ENGINEERING - PLANNING 1 2nd FLOOR - FR$M f: • • • • • • •• 1032 SW 79th AVE. MIAMI FLORIDA331441 • . • • • • • • • • • • ••• ••• ••• • • DESIGN RESULTS - NDS -2001 Joist DESIGN DATA: __-- ___ =__ _________________ _ _ _ _a= == =- _- ===________= er= i= ip= = =s°•= -mss • • • Material: Lumber -soft @ 16.0 [in] spacing • • • • • • • • • • • • • Lateral support: top= full, bottom= at supports; • • : Total length: 15.00 [ft] ,• • • • • • • • ••• •• Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; LOADS: (force =lbs, pressure =psf, udl =p1f, location =ft) »Self- weight automatically included« Load 1 Type I Distribution I Magnitude I Location I Pattern I I 1 Start End 1 Start End 1 Load I I 1 I I Load2 Live Full Area 40.00 (16.0)* No Load3 Dead Full Area 20.00 (16.0)* No *Tributary Width (in) SUGGESTED SECTIONS that PASSED the CODE CHECK: 1 Species I bxd 1 Axial 1 Bending) Comb'd 1 Shear 1 Disp./ 1 Grade 1 in 1 fc /Fc'I fb /Fb' 1 1 fv /Fv'I Allow. I 1 I I I I I D.Fir -L 1 SS 3x8 0.63 0.27 1.00 D.Fir -L (N) 2 SS 3x8 0.70 0.27 1.00 »For more detailed output, select a Suggested Section from the Data Bar.« DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Nov. 4, 2006 16:35:38 PG -'/ 1 WoodWorks® Sizer . $S FT)NARE FOR WOOD DESIGN •• •0 . • •• •• • • • • • • ••• ANDRES2 • • • • WoodWork5 Sear 2104 . • • • ••• • • • COMPANY I PROJECT AMERICAN SOUTH DESIGN, INC. I Mr.ALAIN GONZALHZ RE:IDENC y' •• ••. ••: ARCHITECTURE- ENGINEERING - PLANNING 1 2nd FLOOR - FRi4 G • • • • • • • • 1032 SW 79th AVE. MIAMI FLORIDA331441 • • • • • • ••• ••• ••• • • ANALYSIS RESULTS ________ ______ ________________ ___— _______________ = = = " =ap9' = =s= =ate = •• •• • LOADS: (force =lbs, pressure =psf, udl =plf, location =ft) • 40 ••• • • • • '• • »Self- weight automatically included« • • • _ _'� ,_ • • • • • • _ Load 1 Type I Distribution I Magnitude I Location I Pattern 1 1 1 Start End I Start End I Load I I I I I Load2 Live Full Area 40.00 (16.0)* No _Load3 Dead Full Area 20.00 (16.0)* No *Tributary Width (in) LOAD COMBINATIONS: ASCE 7 -98 0: SW (self - weight) results shown here are based on 4.305 plf SW is not included in the remaining LC results presented here. 1: D only 2: D +L (D=dead L =live S =snow W =wind I= impact C =construction CLd= concentrated) SHEARS AND BENDING (+ve bending = compression on top): SPAN 1 1 1 Load I Shear@ I Bending@ I Span Bending Comb. I start end I start end I mag. loc. I ( lbs] I [lbs -ft] I [lbs-ft] [ft] I I I 0 32 -32 0 0 121 7.5 1 200 -200 0 0 750 7.5 2 600 -600 0 0 2250 7.5 VERTICAL REACTIONS ( -ve = uplift ) [lbs] Load Comb. 0 1 2 15.00 ft __________ A 32 32 200 200 600 600 _____________ °________________ Nov. 4, 2006 15:35:51 • • WoodWorks® Sizer • APFCWAREfefi WOOD DESIGN •..• .• • • • •• •• • ANDRES2 Critical Results • • • • WoodWork® Suer 2004. • • • • • ••• • • • • • • • • ••• REACTION [lbs] Maximum... Uplift: 0 Fearing: 6.2 • • • • •• •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • • ••• •• • • • •• ••• •• • • • • • • • • • •• • • • • • 010 •• Nov. 4, 2006 15:35:51 A 632 0' 632 15' SHEAR (lbs] +V max: 632 -V max: -632 0' Design shear < maximum due to notching or loads ignored within distance "d" of support. BENDING [lbs -ft] +M max: 2371 Load Combination #2: D +L 2371 15' 0' 7' -6" 15' DEFLECTION [in] Max Live: 0.4 Max Total: 0.75 Load Combination #2: D +L 0' 7' -6" 15' • andresl WoodWorks® Connectlohs 20Q4 ; �S• • • ••• • • • • ••• One wood member bolted t� a concrete wall 2 *IA-Zoae WoodWorks® Connections •SQF?WARE FOR WOOD DESIGN • • • • • ••••. • • • ••• Connection Data: • • •• ••• ••• • • • • • • • • • • • • • Ledge: • • • • • • • • • • • • • Lumber -soft D.Fir -L No.2 dry seasoned 2.51,x0.• r25 "•:3 ( •ai •8 ")... Length of member overlap is continuous. Temperature (T) : T <= 100 deg F Loads: Along main member: 500 lbs ten years duration in tension. • • • • • • • •• • • • •• ••• •• •• • • • • • ••• •• -Connector Design: Fasteners: Bolt Diameter: 1/2" 2 bolts per row Row Spacing: 2:" Bolt spacing in row: 1 5" Design Results: Load: �t Connection Capacity: 500 plf = 502 plf • 1111 11 11111 111111111111 11111111111111111111111111111111111111111 WARNING - Designer is responsible for checking the shear capacity of the member Connection capacity and connector spacing based only on the wood member. Concrete design MUST be checked. Connection only valid for concrete with Fe = 6000 psi and fc' = 2000 psi and bolt embedment in concrete of 6 in. or greater. Suggested Design Only, Designer Must Ensure that the Design is Appropriate for Intended Use Additional Data: Adjustment Factors: CD CM Ct Cg Cdelta Cd Cst Cft 1.00 1.00 1.00 1.00 1.00 - - 1.00 Yield Limit Values (lbs): Im Is II Ilim IIIs IV 3600.00 789.39 1182.76 1352.47 460.41 492.38 Nov. 4, 2006 15:40:09 • • • andresl Woodworks() Connections SPI yVARE FoR WOOD DESIGN r •�'• •'� • • • • woodw0rkse Connectlghs 20 4 • • • • • • . • • • 1. • • • • • • ••• • • • • • • ••• 2� "• •• • • • •• •• • • • • • t • • • • • • • • • • • • • • // a• • • • • /2g Nov. 4, 2006 15:40:16 -/ 0 5" 500 fIF fr ex/s /i4'y 4 40 r. a • AT Ma /kW Ce 1/ : 2 oo 0 ys/ ?/Z o7` co,,,or/n/ 7'1, ft slat! c*74,".7, / 34" 7//4" I A. — Dace• Leuu#4 FL- js�a l 36, (9af. /6 %y• of c.4) iod x %Z " -4 / /ow 4-70: "1g Bar // c7ax ,W,, . embi'd,,e,/= 3��z • /1..w tuall 7; 8. d rx /Zn 7-4)--f7 CA L De TA /L. -/o/ .5 Ts TO 14441.2.5. 0 /v /- / MARIANO V. FERNANDEZ, P.E. 8600 SW 73 STREET MIAMI, FL 33143 (305)608 -2620 Copyright 2000 by Tondelli Enginee ;irk$,• :P P,� Tampa, Florida • . • . . • . • • • • • • • • CUSTOMER : Mr. ALAIN GONZALEZ • • ••• • • • • ••• JOB NUMBER : ASD3 DATE : 11/7/2006 0 044. DESCRIPTION : ADITTION WALL WIND PRESSURES • • ••, • •• •• ▪ •. • • • • • • • • • • • • • • • • • *** DESIGN WIND LOADS'. Z cE •i: S • * **.• • * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 0.00 : 12 (.00 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 21.0 FT DISTANCE, Z = .0 FT • •• • • • •• ••• •• • • • •• Kh = 0.911 Kz = 0.849 • • . • • • ••• •• WIND LOADS WALL AREA 4 5 GCp ( +) 0.900 0.900 GCp ( -) -0.990 -1.260 PRESSURE (psf) 53.7 53.7 SUCTION (psf) -58.2 -71.6 a 4 b • qh = 49.7 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT ® MARIANO V. FERNANDEZ, P.E. 2'72* 8600 SW 73 STREET MIAMI, FL 33143 (305)608 -2620 Copyright 2000 by Tondelli Engineefie; , ;!A, ;•Teampa, Florida • • • • • • • • • • CUSTOMER : Mr. ALAIN GONZALEZ • • • • • . . . ....... . . JOB NUMBER : ASD3 DATE : 11/7/2006 DESCRIPTION : ADITTION WALL WIND PRESSURES • �• • • • 1• •. �.� •.• . • . • • • • • • • • • • • • • * ** DESIGN WIND LOADS.•2 39S' CE .7 -98. **'*.• * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 0.00 : 12 (.00 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.849 DISTANCE, Z = .0 FT Kz = 0.849 •• •. • •• ••• •• • • • •• • • • • • ••• •• WIND LOADS WALL AREA 4 5 GCp ( +) 0.900 0.900 GCp ( -) -0.990 -1.260 PRESSURE (psf) 50.0 50.0 SUCTION (psf) -54.2 -66.7 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 41.0 FT CORNER DISTANCE, a = 4.1 FT • •e• •• •• •• • • • • ••S •e• • • U.S. SOUTH • • e.e •• •• • • • • • • • • • • ee• • Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami •Floridg33045 Telephone: (305) 558 -2588 • Fax: pi 5y1162,46¢9 62.46¢9 • • • American South Design, Inc 1032 SW 79th Avenue Miami Florida 33166 Re: Subsurface Investigation and Recommendations Residential Home - Mr. Alain Gonzalez 389 NE 99th Street Miami Shores, Florida 3 USSE Project Number: Dear Sir/Madam: • • e •• • e • • • • • • • • e• e • • •:•• ••e • • • • . . • D ;eenpber 13t: , 2006 , e•• .• • • • • • •e. .. JAN 1 0 2001 Representatives of U.S. South 'gi '` => and sting Lab., Inc., have performed geotechnical explorations for the vacant site located at 389 NE 99th Street Miami Shores, Florida. The purpose of these explorations is to obtain subsurface conditions in order to provide site preparations and foundation design recommendations to support the proposed structure. This report presents our fmdings and recommendations. Project Information To explore the subsurface soil strata within proposed site plans, our personnel performed three (3) standard penetration boring tests to the depth of twenty feet (20') throughout the site. Present site conditions were observed by representatives of U.S. South Engineering and Testing Lab., Inc. at the time during our field exploration. The existing ground surface elevations at the boring/test locations were not determined and we consider being at the elevation zero. Subsurface Exploration /General Subsurface Conditions SUBSURFACE SOIL EXPLORATION The sub - surface conditions at the site were explored with three (3) standard penetration boring tests. The testing took place on December 12th , 2006. The result of the classification and stratification are shown on pages entitled Soil Standard Penetration Test Results in this report. It should be noted that soil conditions may vary between soil boring and the stratum interfaces which are shown. The soil standard penetration data reflects information from the specific test location only. The field test locations were established by our personnel using paced and taped measurement from the boundary lines. The boring locations, as shown on the field exploration plan, were taken in the areas which were accessible and should be considered approximate. • ••. • •• • • • •• •• • • • • • "' • • •.• • • • • • • • • • • • • • • .•. • • •.• • • • • • •. • GROUNDWATER • ' •. • • . • • • • • • • • • • • • • • • • •• • ••• • The groundwater level measured at the standard penetration test sfanc�ai 1 penetration locations at the time of drilling was approximately ranging fr om seven feet four inches (7' -4 ") to seven If et gjght inches (7' -8 ") .below the existing ground surface. Fluctuation in the observed grouc�d'wate; 1avg1s$hbu2d be expected due to seasonal climatic changes. • ; o • • • •• • • • • • ••• •• Analysis and Recommendations GEOTECHNICAL SITE SUITABILITY Based on a review of subsoil profiles developed from the engineering standard penetration test boring's we recommend the site suitable for designed construction with improvements. Before undergoing development, preparations need to be made including removal & clearing of any unwanted organic material, top soils, or construction debris. After removal, follow preparations with compactive testing as required to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. For each lift of the fill brought in to raise the site to it's desired elevation. Sub -grade preparation, fill placement ad foundation construction should be completed in accordance with the recommendations presented in this report. FOUNDATION DESIGN After the building areas have been prepared in accordance with the foundation preparation recommendations noted at the end of the report, the site should be suitable for supporting the proposed structures on a conventional shallow foundation. The shallow foundations must bear on the surface of the natural lime rock formation. We recommend that the footings be designed using an allowable bearing stress of 2500 pounds per square foot, or less based on total loads. To provide an adequate safety factor against shearing failure in the subsoils, the bottoms of conventional spread footings should be based not less than eighteen (18 ") inches below fmal grades. We recommend a minimum width of eighteen (18 ") inches for continuos footings and thirty-six (36 ") inches for individual footings, even though the soil bearing pressure may not be fully developed in all cases. FOUNDATION SETTLEMENT Shallow foundations designed and constructed in accordance with the recommendations of this report are estimated to sustain a maximum total settlement in the approximate range of to to 1.3 inches, which correspond to the lightest and heaviest column loading, respectively. Settlement of the foundations will occur As an elastic response of the soil to the building loads applied. In this case, nearly all of the settlement of the foundations due to dead loads is expected to take place during construction. The portion of the settlement due to the live load of the structure will generally take place soon after the first application of this load. Differential settlement between adjacent foundations should be approximately one -half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not to be more than 1 in 500. ••• • • •• • • • • • • •• •• • •'. • • • • • • • • • • • ••• • • • • • • • • • ••• • ••• • • • • • FLOOR SLAB • • • • • • • • • • • • • • • • • • • • It is our opinion that the floor slab system may be constructed as lab:on grocers. Are recommend that the procedures described under the "Site Preparation" section of this report be used to prepare the floor slab sub - grades. We recommend that a vapor barrier be placed between the soil and the concrgtt. We also recommend that the top & bottom reinforcing steel be placed for tensile support.i thilroirkl floor s4ab! • • ......•. • SITE PREPARATION ••• • • Based on our observations, explorations, and evaluations supplemented by a review of subsoil profiles developed from engineering standard penetration test boring, we recommend the following : A) Locate the building area plus five (5') beyond and excavate the existing material down to three (3') feet. B) Compact the existing excavated area site using a vibratory roller or compactor to a minimum of 100% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. top existing organic materials, grass, roots, weeds, fme silty materials, construction debris and all other obstructions (if any) resting on/and protruding under the building pad be removed to the depth of the natural rock, and five (5') feet beyond the building foot print be removed as well. Compact the building site using a vibratory roller or compactor to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. FILL PLACEMENT Stock pile can be reuse as fill material to bring the site level to the desired elevation and should be placed in lifts not greater than twelve (12 ") inches thick, and each lift shall be compacted by a heavy vibratory roller to a minimum of 100% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. Fill should consist of fme sand with less than 10% passing the No. 200 sieve, free of rubble, organic, clay, debris and other unsuitable materials. The last twelve (12 ") inches shall consist of imported engineering lime rocks material with grain size no greater than three (3 ") inches. Compact by using a heavy vibratory roller to a minimum of 95% of the dry density value obtained from the Modified Proctor Test — ASTM D -1557. Fill should be tested and approved prior to acquisition and placement.. Verify all densification procedures by taking one (1) field density test probing twelve (12 ") inches into the underlying soils for every 2000 square feet of compacted surface but shall not be less than three (3) tests per lift of fill material, one (1) field test for every fifty (50) LF for the trench area and one (1) test for every column pad (if any). FOUNDATION CONSTRUCTION Following building pad construction as discussed above, the foundation area should be excavated and the footings formed. As mentioned previously, the foundations should be based on the existing lime rock formation. The excavation bottom should be inspected a Geotechnical engineer form this office to verify the integrity of the lime rock. If pockets of loose or soft soils or solution features in the form of slots or chimneys are found in the carbonate rock formation, they should be excavated to a depth of three (3) times the feature width or diameter and backfilled with lean concrete. • ... ••• .: ••• ••• :•. •• • • • ••• • • • • • • • • • • • .•. • • • ..• • • • • GROUNDWATER CONDITIONS • • • . • • • We do nat anticipate groundwater control for foundation construc ign etcavations �ess thai.tlir®e (3) feet at this site. If required due to heavy rainfall conditions or temporarily percra water, groundwater can probably be controlled by pumping from sumps located in ditches or pits. General Information .. • 1.1 • • The contractor should exercise due care during performance of the vibratory compaction work. If conditions are encountered which are not consistent with the findings presented in this report, or if proposed construction is moved from the location investigated, this office shall be notified immediately so that the condition or change can be evaluated and appropriate action taken. Attached is a copy of our full report for your review. U.S. South Engineering and Testing Laboratory, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please do not hesitate to contact the undersigned. Respectfully submitted, U.S. SOITH Engineering and Testing, ,ab., Inc. Ghaseni Khavanin, P.E. # 41955 Project Manager RE. Subsurface Investigation and Recommendations Residential Home - Mr. Alain Gonzalez 389 NE 99' Street Miami Shores, Florida USSE Project Number: 06 -5635 • • ••• • • • ••• •• •• • • • •• .• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • .• •• .• • • • • • • • • • • • • • . • • • • • . • • • • . • • ... ••• • • • ••• •• • • • •• ••• •• • •• • • • • • . • • • • • ••• •• SOII, STANDARD PENETRATION TEST RESULTS • -.-- • • • • • i .—t•—• . • • • • • Residential Home • • • : ••• ••••••• 389 NE 9th Street • ••• Miami Shores, Florio 3 130 • ••• • .•• • • • • • • • • ••• • • • • s•• •• • • • •• •.• • • • • • • • • • • • • • • • • •• • • • • ►T1 Approximate Boring Test Location U.S. SOUTH . . ••• • :. & TESTING LAB.,111t�' s • • ;. :: • : 6065 N.W. 167 STREET SUITE # B - 23 MIAMI, F'LOFj11,3.A'C5 : • • • • TEL : (305) 558 -2588 FAX : (305) 362 -4669 TEST BORING REPORt ": Client: American South Design, Inc Residential Home - Mr. Alain Gonzalez : . • • • • • • •'• OrdOr N . t F -5635 Repel 8� :: 06 -5635 • 06 Project: Site Address 389 NE 9t Street Miami Shores, Florida 33138 Hole No. , 'ecerber 12, 2006 pecember 12, 2006 Test Location Refer to site map 1 ••• • Itartdaf4. :FLni9h Vet e•, Driller: Johnny & Alejandro S - 1 •. •• -•• • DEPTH DESCRIPTION SAMPLE NO. HAMMER BLOW ON SAMPLE "N'•' REMARK Tee* Depth (ft) 0 " -6" Dark brown to dark grayish fine silty sugar sand 01 w./ trace of light orange natural coral rock 2 1 0 2 6 " -2'6" White fine clean sugar sand S - 1 3 02 2 1 2 -4 03 1 1 2'6 " Brown fine -3' silty sugar sand S -2 3 04 3' -5' Dark orange silty sugar sand 2 1 05 S 3 1 2 4 4 -6 06 5' -8' Light orange to dark beige silty sugar sand w./ trace of natural coral rock - 2 4 07 4 5 6 -8 S - 4 11 Water table at 7 6" 08 6 5 09 8' -14' Light beige silty sugar sand w./ some natural 6 5 8 -10 coral rock S - 5 -+-- 9 10 3 4 11 4 3 10 -12 S -6 7 12 4 4 13 10 15 12 -14 S -7 20 14 5 7 15 14' -20' Light grayish clean sugar sand 10 10 14 -16 S -8 20 16 10 10 17 9 9 16 -18 S -9 19 18 10 10 19 11 12 18 -20 S -10 27 20 15 19 21 Boring Terminated @ 20'00" 22 23 24 25 As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and autnonzation for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval U.S. SOUTH ' ••• ENGINEERING & TESTING LAB., I IC.•; • ••• ' 6065 N.W. 167 STREET SUITE # B - 23 MIAMI, r`Loili &.330 ?5' • "' TEL : (305) 558 -2588 FAX : (305) 362 -4669 TEST BORING REPORT. •: •: •; • :: +.' Client: American South Design, Inc • • , • • Or r N®. (V -5635 • Project: Residential Home - Mr. Alain Gonzalez • "' Report No 06 -5635 Site Address 389 NE 9th Street Miami Shores, Florida 33138 Hole No. ,.. •. 02 Test Location Refer to site map , • : ttarT dale: Aecember 12, 2006 Driller: Johnny & Alejandro ' • ;1 ni :hII . becern ier 12, 2006 DEPTH DESCRIPTION SAMPLE NO. HAMMER BLOW ON SAMPLE "N" REMARK Test Depth (ft) 0 " -6" Dark brown to dark grayish fine silty sugar sand 01 w•/ trace of light orange natural coral rock 2 2 0 -2 6 " -3' White to brown fine clean silty sugar sand S - 1 3 02 1 2 2 -4 03 2 2 S -2 4 04 3' -5' Dark orange silty sugar sand 2 1 05 S 3 2 1 3 4 -6 06 5' -8' Light orange to dark beige silty sugar sand w./ trace of natural coral rock - 2 2 07 5 5 6 - 8 S - 4 10 08 5 6 Water table at 7' 8" 09 8' -14' Light beige silty sugar sand w:/ some natural 5 4 8 -10 coral rock S - 5 9 10 5 4 11 11 12 10 -12 S -6 19 12 7 7 13 S -7 9 11 18 12 -14 14 7 7 15 14' -20' Light grayish clean sugar sand 11 11 14 -16 S -8 20 16 9 9 17 10 11 16 -18 S -9 21 18 10 11 19 12 11 18 -20 S - 10 22 20 11 12 21 Boring Terminated @ 20'00" 22 23 24 25 • As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval U.S. SOUTH ' • • •• •'• •• " • ENGINEERING & TESTING LAB., ItIC. ; : .•• 6065 N.W. '167 STREET SUITE # B - 23 MIAMI,FLORIDp3S0;5' ' •" TEL : (305) 558 -2588 FAX :. (305) 362 -4669 TEST BORING REPORT..; • ••• ••• .:':.•' • Client: American South Design, Inc : ; • • • Order Ni.. • •.• 46 -5635 Project: Residential Home - Mr. Alain Gonzalez • •" ..• Report No. 06 -5635 Site Address 389 NE 9th Street Miami Shores, Florida 33138 02 2 Hole No -Po. •• 03 Test Location Refer to site ma. .•• : 3tartd -e• nec�lmber 12, 2006 Driller: Johnny & Alejandro 2 • ; Fjni�h data• bece ier 12, 2006 DEPTH DESCRIPTION SAMPLE NO. HAMMER BLOW ON SAMPLE "N" REMARK Test Depth (ft) 01 0 " -6" Dark brown to light grayish fine clean silty sugar sand S - 1 2 2 4 0 -2 6 " -3' White fine clean sugar sand 02 2 3 3 03 S -2 2 3 6 2-4 04 3' -5' Light brown fine clean sugar sand 3 2 05 S - 3 2 2 4 4 -6 06 5' -8' Dark to Tight orange silty sugar sand w./ some natural coral rock and trace of shell 2 2 07 S -4 3 3 4 6 - 8 Water table at 7' 4" 08 1 1 09 8' -9' Light brown silty sugar sand w./ trace of silty clay and some natural coral rock S -5 1 4 17 8 -10 10 9'-14' Light beige silty sugar sand w./ some light beige natural coral rock and trace of shell 13 12 S -6 15 18 33 10 -12 11 12 15 12 S -7 14 15 21 12 -14 13 14 6 7 15 14' -20' Light grayish clean sugar sand Boring Terminated @ 20'00" S -8 12 14 30 14 -16 16 16 17 S -9 15 16 36 16 -18 17 18 20 22 S -10 21 20 46 18 - 20 19 20 26 25 21 22 23 24 25 ....F0....A- .�iinn As further protection to clients, the public and ourselves, all reports are submitted as the confidential properly of clients, anc' for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval k 'kerma® miso Polymer-modified ��: `:n,.:.` rtland- cement � p0 coating • • • •. • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • .++p ��j • • • • • •• • •. • • • bq� `�' ( + ate'+ pr1�j ; • • • • • • • • • • • ctrl v • • • • • • • • • • • ' • ;1 •.• • •:• •:• •:• '• ' • JAN 1 1 1007 •• • • • •• • • ••• . busy: • • • • • •• • • • • • ••• •• SikaTop 144lsa potymer-wtodiffed. 2 coats. Degned far use an coresete u, Eat/ bwsh,raeer.or ay Tstine-mom. ablariaa- atalsta►ttaxargb forpmtectka d saitsaual watetptooling_ a tbserag te.andbalcwg at ete.tts sadta r. • thew horizontal. vc c l,aacterhead taces.bott • Patewatertanks. a UsaaaaCoatlagavamewlyrapakadcaaciatatoprovidaamanolithichaufarmappaaiance. a Useasaprotectivecoatingtavaduce thearectaldeldraisattan t meta. a Useasapnwe tawg. • Ureoncontadeardmasomystthshatestairapmve toff prr- matia- tiretraffic. a Useto paters frantheorrte • Patatlte Bandsbengthenautessupstoradhasion. e increases .resistars+,eofs atetad salls_ • Doestetcrealeavaparbarrier. • Nom6c afcetltse ifliers ardao a ▪ Nobetslsing- •.factary raotru anaaesa rd andf lowodat_ a Eargyappliedtadean, sorard a Appmvedfarinatatewater a USDA-appmetlicauseinfoodplants. Maybeaveroratechalgimardirriertiveroaprga Fiteaut 160- 15O1tlg 1. SecondCoatt 1t0- dgal. Ceuta sr ere eandporosity_ tmitconsistiagof 3 1 plastitindriCarpcment o anda45 . bag atComrament 1r: Conatiatt proadionecludi APPloxiMatell 4�• 1 Apprortmatalyal hatrairkunrar tulskciat How to Use SUbStEate f Cam, mortar, and rramauy. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • Surface PreParaticirt M solaces to be coated must • • • • • the Mae of �, des; Slued. S�aCadty watt t� standing water at Mixing Curing cir LimitationsE a Maxhnumthickness of applications Is 16 miislroat, bidet emanation can result Iruxaddng. s Do not apply when rain is en d. s?se x ▪ Minimum. ant and subshate temperenue is45°Farffi rising • For spray application, c o thug must bescreened prior to loading of the spray hopper. • Coates may chalk and show water Manisa due to weathering.. ■. For where coatilw will be subjechnd to. kmnersion, a 3-day any t$. recommended a CaatUng wID slightty yellow wfthage and examine to UV a As with all cement based maw, avoid contact with Madmen to prevent adveise chemical reaction and passable. oath& failure. Insulate areas of contact by coating always= bars, raid, posts etc. trot anappropdate epoxy as Wracks 1-g -Mod 32 Remo$e all dust, Ian grease, ohs, cuing compounds. waxes. fl1 Y!:•i.andolher con - nans. Should subsisate i i T . airs . Pteparath m work roust be done by a„ trial deentig, • or a combination of the boa. • • • • • • • • • • • All mixing must edt `s nga eed drill (4004300 rpm) and Sika paddle. Place approximatedy 12 Component A fide a dean mixings While n slowly add all ofCompo- nent V and continue to mix unttl you addeve a unlfoun tg.with lumps. Be sure to sire down sites of the mbdng =tabor at this tene A d agnaintirreof - 'A' and =throe to mix unm unlfamdyblended • 3ticaTop 144 should only be app &at pemik yr •tr• oth high-quality Larches, nos. or °hopper-type spray equipment, Surface should be saturated madly prior to apphcatlon. Two coats are recommended for maximum t performance Reaanarended th par coat bee to 16 nos. Apply { • • „ mixed awar g generously wdth Loaded brush or roller. Always finish of with light strokes :, :• rE , back into coated ann far urimappearance. For apprication In direct sun or on a hot substrate. pre wet surface and snow surface water to dissipate before cxating.. Protect ready apps SikcaTop 144 from dkect Wight wind, rain and freezbg. Component ' A = irritant -Allay cause stdrd respfatory!random Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety gamins and nther gloves are rECOm- a Component `B'- irritant Suspect carcinogen- Corgi porttarnrd cannot and sand Ica). Skin and eye Irritant. Avoid contact. Dust may cause respiratory had brftation. Avoid bra dust. Use only with ventilation. Ma y cause delayed1ung Injury IARC hits alstatline caress carcinogenicity Manaus. NIP also ftsta �� carcinogen. Use ty guard c resistant gloves is reconmaarded If Passe exceeded, an apptopdahn NOSH approved respirator Is required. Remove contandnatal cloning. First Aid in OM of skin contact wash thoroughly tab soap and water. For eye . flash immediately with plenty[ of water for 15minutes and card aphysician Immediately. For n hatoty ems, remove 4, persanto fresh air. Cdr Up in case of saw age, scoop or vaanan into apprterriate caner, and dispose of kr accordance current, applicable, bcal, state and federal regulatitais. Keee tightly dosed and in an upright poslttan to pes spillage and hiked components: hued ', ° f Clued mantel can only be rammed mechanically. KEEP CONTAINER TIGHTLY CLOSED � KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MA It r: TA SHEET FOR MORE INFORMATION SOta warrants this product for one year fr0m date of trmtafafan to to flee from manufacturing detects and ro meet the technical properties on the current tee data sheet H used as &rented nada shelf We. User delermjnes suitability of oohs car li r ritree aft4. alsiiismAA s2 riche, BNygr•SAtta r shall he Emfirld mMe anrghase price or rap teem. . of produM eSCIr+siveoflatotor cost orlabor. NOOTHER WARRANTIES 19CPRESS OR IMPLIED SHALL APPLY INCLU0lNGANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. MA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. Men rdwenr elkeuemenm I-5110413341KMATIONWIDE Regional W Tanand.Seles:Cer rs.Foamlom nofymenserestSika$8182°1E04 contaalyourr S1kaCorporatlort SIket lno. 81kal SJLa�CV. fl lT% 201 Averum G0l0af rerAvemm Cwmteral breCeLryaKnr.B.5 own Pt 800-933-7452 I 4A9 C.P.7@820A.P x l 3.. Fem281- 933 -5225 Ph 5144DZ-281A Phorrer524225G122 Fmc514 €04 -2792 Fax 5242260537 1' 3ER'e t4� sttm aid MAAS p em tam. Marta In USA. Panted to USA.