Loading...
824 NE 100 StFINAL FOR DOOR BY SCREEN ENCLOSURE. Passed nspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Num Inspection Date: 04/24/2006 Inspector: Grande, Claudio Owner: RAUP, SUSANNE Job Address: 824 100 Street NE Project: <NONE> Thursday, April 20, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P )ne: (305)795 -2204 Fax: (305)756 -8972 Contractor: THE HOME DEPOT DOMINICK MONTALBANO Building Department Comments Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Permit Number: WS -1-06 -206 Phone Number Parcel Number 1132060340050 Lot: Phone: 770/433 -8211 Page 1 of 2 WHEN READY PLEASE CALL PERMIT PROVIDERS 561 - 5145253 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plumbing Mechanical Owner's Name (Fee Simple Titleholder) W/M . W . Ri4V p W SUSAi N(= Phone # Owner's Address X 94- i- / oo ST City State FL* . Tenant/Lessee Name EAv P .S o s tAqu A.1i✓ Job Address (where the work is being done) •= uE /oo 37 City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name 74 oarE , Pact 1 hone # Contractor's Address 6 j 7 NW 49 I, dl City Coeoiuvf State FL. Qualifier l Dd l /AU/eK //c Ur4e 8 1 , 4410 State Certificate or Registration No. & ,C - /5 5'3 $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Ea' County Miami -Dade NO Zip 33/3 Zip 3 3 013 Certificate of Competency No. Square Footage Of Work: a 3 43 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (t) . 8:66 Am 41G1c Permit No. IN Y 6 - ZIJC Master Permit No. 3oS. 7 S Phone # 30S - 7S9. 3 $ �`7 Zip 3 3/ 3 $ 95 3( 4 4Lg7 Roofing Architect/Engineer's Name (if applicable).2 4t-' // b 119 Z Phone # „s /. (p Va • 77a ype of `: of k. LAdditioci EAiteration ❑New l[Repair/Replace U Demolition Describe Work: 6-1A- ,,L du-% o2 J cot_ OA2ztil,' /J(S N o 51Z,4 ' 04-41 z.S Ex! S </ ■%7 go iiA cle.J 5R-uY ?-e e. r.) i6a rL £'j Submittal Fee $ Permit Fee $ /2 C) W� _ CCF $ 1 • 2-0 • CO/CC Notary $ 5 (•••: Training/Education Fee $ 0. Technology Fee $ 3 W Scanning $ Co• 0 ' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei% spection fee will be charged. c Signaturej . 6", (,� �_� o Signature Owner or Agent The foregoing instrument was ackpowledged b fo'e me this 1 3 J I day of jtf , 20 (X , by Mom NOTARY P Sign: Print: Chc 05/13/03 My Commission Expires: APPLICATION APPROVED BY: who is p rsonaally known to me or who has produced (6)'115 ' 183.'0 As identification and who did take an oath. IC MONICA I.ISSETH DIAZ • ' ' 4. ' ' Kira 483995 rf EXPIRES:October10 2009 .. ... N ' ... IC Und*wrftef$ The forego' day of who is p NOTARY PUBLI Sign: Print: My Co Contractor instrument was acknowled . ed before me t , 20 Cr?, Q by i� nally known to me or wh has produced as identificatio and who did take an oath. * # # # # * * * * * * * * * * * * # * # # # * * * # # * * *# * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * `fla / vco it'14,�8ifte' MICHELLE ROSKOVICH MY COMMISSION # OD 207757 *I * * * *Mt M% 1ApM moew * ** 1.800.3 - NOTARY FL Notary Discount Assoc. Co. Plans Examiner Engineer Zoning Mr. William Raup 824 NE 100 Street Miami Shores, Fla. 33138 Dear Mr. Raup, Sincerely, ROLLAD 1, INC i ert , 7 Hoffman PresiAet REH /ma 3930 NORTH 29th AVENUE • HOLLYWOOD, FLORIDA 33020 October 12, 1981 We hope you are enjoying your Rolladen shutters. In the next few days we are going to be making a telephone survey of our customers in order to help us with our future marketing plans. We would appreciate it if you would take the time to answer a few short questions for us when you receive our call. Thank you again for buying Rolladen shutters -- the original European roll down shutter! HALLANDALE. FL 3 3 P 1-4 0 N 6: Q54-924-6730 954-426-0503 CUSTOMER: RAUP, SUZANNE 824 N.E. 100 STREET MIAMI SHORES PHONE: 305 ) 759•3887 MANUAL. WHITE-Width:4.00 • SERVICE COMPLAINT SHUTTERISSTUCKDOWN.SHUTTERISINSIDEPATIO.$85,00 /,1 4t. c LA. 77 OL) 01- - 114( CiciSe SHOT To te UP . • DESCRIPTION OF PARTS & WORK TO BE PERFORMED WORK TO PERFORM: °PE/lie° D 76-E.,714EA- ;. Seize A- /A/5./6' ST IL.L PE.,[4: TES / i AJ MATE.RIALS: $ s FL 1 • Customer's Signature ,• • 4 ,j. •• ( ) • RI^ 4.9 0 0 561-6S6-62g2 305-757-9553 33138 i • • LABOR: $ 6S 114 HIGH WORK: $ SALES TAX: $ • ZZ,/ 0 C Date 10SJIE: SERVICEMAN: STEVE SCHEDULE DATE: 61'22/00 DATE OF INSTALLATION: CONTRACT NO: • r i Hurrt ,15.9 Kc,41 TOTAL DUE: $ vs- *** Please make all checks payable to: ROLLADEN, INC. htebv authcrizP Rolladen tc Perform the service equired as estimated will pay C.O.D. for said work. Any changes to the estimate must be , ftpproved & initiald bv th.e_customer. All material remains the property of Rolladen until payment is made in full. Technician's tirgicattire 4exebir adgmillesege the eat-1...tfactotty eatitgetiza cte the abcm des:Idled =irk 1 -241 Method of Payment /P3-- - Customer's Sigrikvre Date Completed 14.m T - OFFICE YELLOW - S EAVICE ,,g'CI 11-1 N P1IVK - C TCIVER THANK YOU FOR CHOOSING ROLLADEN Amount Paid: 7 ROLLADEN, 1N 60 M46111 BLVD. L LA OA LE, FL 33009 1:1-101VE; 054424-6730 591 48S-6202 954-423-05 03 05 - 157 9553 RAUP V4 NE WO ST MAM SHORL. FL 3`3136 ?non 4: MS.-7937 . Centred*: instailatIsap ate., le-E. COM p LAIRD MAAW, RCUSEUTTER STUCK IN DOWN Pil>6ITION WORK TO PEW ORM: • •" 4.•, '' ' ' 17 rimy part et tits Service Is to be covered by Warranty {atom provide e rate s'f' F ,,,,. 6gtezialiNscomtEd: 01 . .A v DeseriptIon • :tiL. '.-4 h•i' MATERIALS'. LABOR: s ( (J(.:,• HIGH WORK: $ SALES TAX: S TOTAL DUE: • aelaAaernIa. Cane/nets SIgnstmt 71 Cnsionw's Signotare DESCRIPTION OF PARTS& WORK TO BE PERt-ORMED* I gA / „ >/C Cort4**4 • fl 1 hereby ackaowledge the satisfautcry comDletion of the above described work. 0 ATE OF ORDER: 1111102 SURVMEIT.AN: Danny JCHEDULE DATE: 1118102, Method of Payment: 1 , • 1 ---- TfiPt_ ; ;_ggia'751411 5 17c Please make all checks payable to: ROLLADEN, INC. T hereby authori2 e .Rolladen to perform the service required as es timated here and pay C. 0.D. for said work . Any changes t o the tmte must be appr & mit ialed by ti c ust (Jae: r i nater;a1 erne ins the property of Roll aden. until payment is made In full. Technician's Signalum WITTE - OFFICE YELi.OIN .SERVICE TECHNICIA N FINK - CUSTOMER THANK YOU FOR CHOOSING ROLLADEN Amtnit Petit E 00 Tr 641,4M6 pi- 3 3(3'8 . e L. \�� (\ji. F R p R , o o 24, • 4 0 afr -� . o .� a Tea o .s s Z i • o' ) 4 ! ' � J �w es- R BE0 Zoos ra 0 •.�• • a a,nw Ji:V 0131 1 I MIAM BUILDING CODE COMPLIANCE OFFICE (SCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Windows & Doors 71 Progress Avenue Cranberry Township, PA 16066 Senn 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 Autianity Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control / l)ivisioa (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 in the accepted manner, the manufacturer will incur the expense of such testing product the al fails to perform y Product or material within revoke, modify, or suspend the use of such Y immediately their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Control Division that this product or materialfails 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, ncludii the High velocity Hurricane Zone. ' DESCRIPTION: Series `oral 3" Outswing Aluminum Patio Door (L-M.L) APPROVAL DOCUMENT: Drawing No. 04.113.00IA, datech/21 /04, titled "Series "Dora] 3" Outswing Alumnmm Patio Door - L.M.I. ", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and i Fmk L.Benaardo, P.E., bearing the Miami -Dade County P Product Control Approval stamp with the . Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and RENEW of this NOA shall be considered after a renewal application has been filed and there has been no follow* statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 01 00031063 1 -1 T -1710 t'10L /06 U - 356 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLE,R BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 04-0122.17 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Page 1 change s 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 matenab, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pmdnctdor 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. ADVERITSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expeation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be donein its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page ]-land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. CLUSTER OF 13) ANCHORS (REF ANCHOR . NOTES, SHEET 3), AS SHOWN. EXCEPT FOR 412 SCREW OR 3/16' TAPCON INTO W000 OR WOOD BUCK WHERE (4) ANCHORS ARE REED., 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP 8 BOTTOM) TYPICAL ANCHOR rO cn X S s a J SIDEUTE PANEL WIDTH (36" 1AAX) LEAF PANEL WIDTH (36' MAX) LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES OVERALL FRAME WIDTH (144" MAX) LEAF PANEL YrtOTH (36' MAX) altik CLUSTER OF (5)ANCHORS (REF ANCHOR NOTES, SHEET 3). 3' MIN. SPACING BETWEEN CLOSTERAlICIIoRS (TYP. TOP 8 BOTTOM) SIDEIITE PANEL WIDTH (36' LIAX) C) EXTERIOR ELEVATION: SNAP - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, arXX CONFIG USE TYP. IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) 12' MAX TYP 6 " TYP GENERAL NOTES: 1. THE SAVING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED MO TESTED IN CAMPUMCE WITH THE FLORIDA BUILDING CODE 2001 (HIGH VELOCITY HURRICANE ZONE) AND MIANI -DAOE COUNTY PROTOCOLS TAS 201, 202 IL 203. 2. A 33 -113% INCREASE IN ALLOWABLE STRESS HAS BEE/I USED IN THE DESIGN OF THIS DOOR SYSTEM. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI-DADE COUNTY PROTOCOLS TAS -203, TAS -202, 8 TAS -203 AS REFERENCED IN TEST REPORT 40023- 1007 -03 BY HURRICANE TEST LABORATORY (HTL). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT PROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE 11I CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS ()IOT BY TRAOO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS 113 THE EXISTING STRUCTURE. 7. DOORS PANELS GLAZEO WITH 7/16' LAMINATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR ALL INSTALLATIONS. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. DESIGN PRESSURES: +55 PSF / -60 PSF Iti MOM MAX) 24" MAX TYP .I 1 • ,1 0 / / \ / 1 — X 4.Z a u -- — A SIODJTE PANEL (36" MOM MAX) 24" MAX TYP 1 • ,1 0 / LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SiDELITES CLUSTER ANCHOR NOTES, SHEET MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) La l SIDELITC PANEL 1DTH FRAME WIDTH - TESTED SIZE - 1 I N / 1 © EXTERIOR ELEVATION: TUBE- MULLION SIDELITES AS SHOWN, OR OXX, )XO, OXO, XO, Ox, XX, 0, or X COIIFIG USE TYD. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) MIN [1, 5• rYPf DESIGN PRESSURES: +90 PSF / -90 PSF 7/16" LAMINATED GLASS: 3/16" HS x 0.090" SOLUTIA r.' % SAFL£X PVB x 3/16" HS < d De k . AOHESNE H A t BEDDING COMPOUND .1 y 8 2 o Q ,� TYP GLAZING DETAIL (LEAF OR SIDELITE) "C) FULL SCALE cam- IENN, SHEET: 6 7 a 7 5 4 7 3 D 3 . 3 VOSTIN0 STRUCTURE IQPRCWAL IX OR 2X WOOD BUCN NOAH) 4 KRILI. SEAL BY OTHERS SEE N:GHOR LIDTCS NOR ANCHOR TYPOS AND ENBEDNOII. SCE ELEVATION TOR LOCATIONS 8 SPACING • 0 m W I a n O SECTION OF RESIDENTIAL DOOR HALF SCALE S£1 ANCYIOR NOTES FOR ANCHOR item AND NBEDYCNT. SEC ELCYATICN FO R LOCAJ 005 d: SPACUIO. ALL SCRLW HEADS TO BE STALED &T INSTALLER TYP. AT HEAD M80 SNJ.. NO BILL RISER READ WNENSNAP MLLUDN I6 Lana MLA APPLIED SEAL 'Emma a STRUCTURE 1 /4 SHILO MAX. B .NSTALLER EXTERIOR O ASTRAGAL DETAIL HALF SCALE USHBOLT AC NAT1ON LEVER ON MICE TOP Al D BOTTOId AT ACWIL t PANEL LO : EXTERI R AND INTERIOR FINIISHES, BREAK METALS ANO FLASHING EY OTHERS. FRAME WIDTH MASONRY OPEN.T(G 1/.1 MAX. SNIP BY DMSTALLER ALL SCREW HEADS TD BE SEALED Sy INSTALLER TIP. AT JAMB. . ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE 11470 BASE MATERIAL EXCLUDING STUCCO OR OTHER WALL FINISH. GRAVITY) 3. BASE GROUT-FILLET) MATERIAL S LOCK (MIN 2000 COMPRESSIV GREATER ENGT swim R ROUT), 00. C0E:CRETE (M1N 3000 P51). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AI10 SPAONO. 5. ENSURE MINIMUM OF 24/2' EDGE DISTANCE FOR Ail ANCHORS INTO GROUT-FILLED BLOCK OR CONCRETE ,AND MINIMUM OF 1 -1/7' EDGE DISTANCE FOR ALL W000 ANCHORS. 6. ANCHOR OPTIONS FOR INSTAL1AT10N ARE AS C F O LLL O OW-F7 B�,QpC It 1 rs (DIRECTLY 011 7H0.11 1x O P100D BUCK) ELCO) WTTN 1•l /2' MIIIIV4MI ENBE MENT. 3/16" OR 1/4' TAPCONS (ITN OR ELCO) WITH 1 -1/4' MINIMUM EMBEDMENT TO OONC OR GROUT- FILLED BLOCK. PERIMETER SEAL TYP. BY OTHERS p 4 • O JAMB DETAIL HALF SCALE SCE 1I HCR NOTES TOR ANCHOR TYPES N1O. EMBEDMENT. SEE ELEVATION FOR LCCATL7AS i.._ SPACING. 1 /4' crd b g A A r V r 1 - - L_- 1 1 -- I I DTs rum, 11NEOWAU r_ &IIEET' GT 6 - co Cs■ co LT) L1J LL ) Cs'1 M EMOTING 3DIUCTURE /OPTIONAL IX OR 2X WOOD BUCK IJOT 8H0NN) PERIM. SEAL BY OTHERS SEE ANCHOR NOTES (DR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION NOR tor-0 1S & EPACfIC. e1 CO a CD SECTION OF RESIDENTIAL DOOR HALF SCALE S£L LS AND E WCHOR NOTES FOR ANCHOR YBEDIO NT. SEC ELCVATICN FOR LOCATID019 & SPACING. ® SCREW HEADS TO BE SEALED BT INSTALLER TTP. AT MAO ANO SILL. t NO 8U1 P16ER REQO WNEN 8NAP MNLLIONIS W R Q • EXI6TU10 DIROCivali 1/1" SHIM MAX. BY .NSTALLER ( ASTRAGAL DETAIL HALF SCALE • if 02 EXTERIOR ELCO) WITH 1.1/2' MMINLIM EN USH80LT ACTIVATIDN L£VE OH UI ICE TOP AIID BOTTOM AT ACTLYE 'PANEL NOTE: EXTERIOR AND INIER)OR FINISHES. BREAK METALS AN10 FLASHING BY OTHERS. 1/4' MAX. SHIM WY INSTALLER FRAME WIDTH MASONRY OPEI131G ALL SCREW HEADS TO BE SEALED S1 INSTALLER TIP. 4 .IAMB. . ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S IMEIO RECOMMENDAT1OTIS. APPLIED 2. ANCHOR EMHEDMEKT SHALL se INTO BASE MATERIAL. EXCWDTIUG STUCCO OR OTHER SEAL WALL FINISH. GROUT�FILL (MIN 2000 COMPRESSIVE NGTH FOR wow), CONCRETE (MAN 3000 P51). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. S. ENSURE MINIMUM OF 2-1/2' EDGE DISTANCE FOR ALL ANCHORS INTO GILOUI•FILIED BLOCK OR CONCRETE ANO MINIMUM OF 1 -1/2' EDGE DISTANCE FOR ALL W000 ANCHORS. 6. ANCHOR OPTIORS PGR INSTALLATION ARE AS FOLLOWS: (��(����C�OIlT- LFLIED BLIXaL (0 �TL7HRLM !x OR 2x WOL10 BUCK) MEIM. 3/16" OR 1/4' TAPCONS UMW OR ELCO) V /LTH 1 -1/4' MINIMUM EMBEDMENT TO ODNC OR GROUT- FILLED BLOCK. • • PERIMETER SEAL TYP. BY OTHERS ew3Tlro &TECCTURe � ovlrowL IXOR77r worn Yuex I4OT O JAMB DETAIL HALF SCALE SEE 4I NCR MOTES TOR ANCHOR TYPES AND EMBEDT4EHT. SEE ELEVATION FOR 1CCATIOAS & SPICING. 1/4' 1 _obviates r 1 1 IL_ 1 1 _ 1 1 -- - - ! 3 a 6 7 • 1 7 a 7 5 3 4 ) D • 7 2 3 -.3 EX(SNNG STRUCTURE (OPITO N. IX CR 7X WOOD • SUCK K T ;hX//M) Z W ! 0 ® 0 4 OTHERS) CC 0 LU• 0 O 0 0 t pp CD 5E& ANCHOR NOTES FOA i ANCHOR eEO3A SCE £(WITICN •Q 8 Fat LOISITIONS 8 SPACING. SECTION OF SIDELITE \.J HALF SCALE SEE ANCNCR NOTES it FOR APIGROR TIPS AND £UBEDMCNT. SEE ELEVAACN FOR LOCATORS & SPACING. ALL SCREW HEADS 70 BE SEALEO BY INSTALLER TYP. AT HEAD AND SILL. 0 [mum S1FN CTURC memo SIRUCIONE (OP'TIONN. IX OR 2X woo) BUCK NOT MOW C OR AND IN7EILTOR FINISHES. BREAK METALS AND FLASHING BY OTHERS. I/4" SHIN VAX. BY DSTALER 1 YS x 2 in PH SUS GEE ELEV. FOR LOCATION • EXTERIOR. - FRALC WIDTH SECTION OF SNAP - MULLION SIDELITE a HALF SCALE EXTERIOR FPAU£ WIDTH 0 ALL SCREYI HEADS TO BE SCALED BY INSTALLER TYP. Al .)NAB. APPLY STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MULLION PARIS TOGETHER. MASONRY OPENING ALL SCREW HEADS TO SE SEALED BY INSTALLER TYP. AT JAMB. 2" MASONRY OPENING b SECTION OF TUBE - MULLION SIDELITE HALF SCALE I/4" SHIU LAX BY INSTAU 1 PERIMETER SEAL SY OTHERS FRAME MOTH PERIMETER SEAL BY OTHERS FRAME WIDTH EXISTING STRUCTURE (CATION AL IX Cq 2X W000 BMX ROTC,- C • . G v SEE , I-OR NOTES FOR ANCHOR TYPES EA SEDNENT. 7 SCE ELEVATION FOR -LOCATXNS dt SPiGIHG. • 1/4" SHIM MAX BY INSTALLER 7.-- EXI3IMOO STRUCTURE (CPRCMILL IXOR2X WOOD RUCS Icor silo N1 SEE ANCHOR NOTES FOR ANE1-9R TYPES AND P SEE CLLVATON FOR -LOCATIONS & snow. N* . 6 Dad LO LID 0. • • g UW TOF 1 O CM SIDEUTE PRAM TOP POD EOTTON OMER SE AU FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND IAMBS AND BOTTOM GLAZING BEAD SMALL BE SEALED WITH SCHEE MOREHEAD 5Ex9 SEALANT, 7 9 • ALUM. SUIT HINGES WITH .313 DIA X 2 - 1/2• AWM PIN, BRASS SPACER AND MYION CAPS AT 3 I/T FROM TOP B BOTTOM AND AT MIDSPAN Logo: STANDARD STEEL THROW EOLT LOC1C. KEY OPERATED ON UTERIOR AND ON BOTTOM AT ACTIVE LEAF LOCK STILE INTERIOR 391/2• FROM CONVENTIONAL LGCKSET V /TM LEVER TYPE OFERATOR / HANDLE AT ACTIVE LEAF LDCX NEAR T4IDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF • SIDEISfE P RINOPMR a►10 BB AT TT N 77t0ry C GLAZING INSERT TASTENER SPACING 11mR 2 5 NI AR d� '� x gar 11 IP a ~ n r e L 0 0 O � r, 7 _ _ t@rfQICf7. l 1 l T L_ _ 1_ lD••■•14 Q SHEET: 5 OF b MATERIAL UST ITEM NO. PART IWMBER OWNfFTY OE3CRIPTION MATERIAL MWIF. /SUPPUIR /RCLURKS 1 OA-i38 I /OpOR 2 /SIDOJTE ATM,/ fRJtJ1E MEAD • ATRIUM FRAME HEAD OR SU 6063 -18 TIPTtN OR Mum. 2 050 -369 2/ LEAF 4 0009 LEAF 109 & 13311014 RAIL 6063 -11 ALUMAX OR EOUN. / 3 050 -002 1/ SIDEUTE SIIAP CANIILEMER 6083 -CJ - 4 030 -763 4/ GLASS L4TE GLA2INO SUB FRANC 6063 -T6 T1170/1 OR COUN. 5 D--O -I3D 1 O DOOR MRLASNCLC - 6063 -15 44J-DOW OR EOUN. 6 0.0-292 I 9 OELITf ATRIUU FRAAIE .DAUB 6063 -13 TUTOR CR EOUN. . 7 051 -394 2/ LEAF RES1311.8AA1 DOOR PANEL. YtRTICA. STILE 6063 -13 TIFTON OR EON. 8 080-455 1/ LEAF CAP CLOSURE 6063 -73 MOT CR 170UN• • • 9 - - - - - 1 . 10 M-t0D6 AS REGD. 2 X 4' TUBE 191111011 6063 -75 TRE00 OR EQUIV. TI 050 -124 AS RECD. I x 1 1 /4" X 1 /E ANGLE ALUVEMUk - 12 050 -764 AS REGD. GLAZING READ 6063 -16 TIFTON OR EOUN. 13 012- 00 -40I AS REDD. 110 X I/2' FLAT MEAD SCREW - - J4 AS REC0. - 1/8' SNJLI PLASTIC - 15 - 8/ FRAME fl0 x 1' COCR FRAME ASSEMBLY SCRE1V - 16 007 -14 -0394 AS RE00. COCK FWIOLE - VAREr.LLO 17 - 4/ LEAF 1./Y SELF LOCK HUT STEEL - IB -. 2/ LOAF )/Y ROD (1 X PANELS) STEIL - 19 - 4/ LOW I /2` rLAT iWASHCR' . STEIL - • 20 - 4/ LEAF 1/2 RICUVR 1M71 - - 21 051 -181 3/ LGAF HINGES - 22 007 -10 -051 2/ LEAF STATTOARD FLUSH BOLT - - 23 - 4 N8 x 1/2' SMS - - 24 20 -4151 AS RE00. BULB MTIYL NNYL - 25 - 4/ LEAF BLOCK ROD GUIDE - -. 26 050 -10 -765 1 SILL RISER AU3LIINU1. 523. RISER 27 - 1/ LEAF 1 X .050 ALUM BAB (BETWEE)1 STERIICALS) ALLNIWIJI - 28 047 - 10 -011 AS ROOD. FIN SEAL WEATHER -STRIPPIK NG - - I (D U.f) M 00 00 CSI GLAZING SUBFRAME • THRESHOLD -0x25 4.600 OAfi3 J 2.000 1 H -1006 TUBE MULLION -I - .• N I i DOOR STILE 0.078 0.750 4.003 6.500 ATRIUM FRAME HEAD /SILL 1 1.500 1--- 3.500 --I DOOR FRAME JAMB 11157 �-- 0091 T 0.975 SILL RISER 0.050 0.580 0. -r 0.87 GLAZING BEAD 3.500 GAP CLOSURE 0.500 DOOR STOP DOOR TOP/ BOTTOM RAIL MM..... S DI LL 1- a 91 8T: 6 GF Issue Date: 4/3/2006 Owner's Name: SUSANNE RAUP Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 824 100 Street NE Additional Information Miami Shores Village, FL 33138- Comments: CHANGE OUT 2 DOOR OPENINGS (1) DOOR IMPACT AND (1) DOOR NON IMPACT Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/26/2007 Contractor(s) Phone Primary Contractor THE HOME DEPOT DOMINICK MON 770/433 - 8211 Yes Type of Work: DOORS No of Openings: 2 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $120.00 Scanning Fee $6.00 Technology Fee $3.00 Total: $135.60 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -06 -206 Phone: 1132060340050 Lot: PB: Total Square Feet: 2393 Total Valuation: $ 1,348.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS-4-06-24360 Total: APR 0 5 PAID c_ 113 Amt Due Amt Paid $135.60 13 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.