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326 NE 92 StApplication is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described, This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date —3 Owner's Name and Address � � E c— L_ � - + No 3 Street At. Registered Architect and /or Engineer and address of licensed contractor__ �' "� A24 �� `"�° f 7 Location and legal description of lot to be lfSrilt on: Lot Block Subdivision Street and Number where work is to be done __. Z- Ce /J _ - State work to be done and purpose of building (by floors) Disapproved - (Signed) A PLDCATI N FOR BUILDING PERMIT CAM SHORES VILLAGE BUILDING INSPECTION DEPARTMENT to Building Insp or - and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of found ion R f ring Estimated Total cost of improvements $ ` Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perforrppd under this permit, as are licensed by Miami Shores Village. Remarks ( Signed STATE OF FLORIDA, COUNTY OF DADE. d ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - -- - - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. �j Permit No ( Date - Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires ANNING BOARD___ ___ DATE Chainnan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. METROPOLITAN DADE COUNTY BUILDING AND ZONING 'BUILDING PERMIT APPLICATION FOLIO NUMBER: MAIL ADDRESS ARCHITECT ENGINEER APPLICANT FILL INSIDE HEAVY LINES OWNER H • Kelley TEL N0 -2651 MAIL ADDRESS 326 N.E. 92nd St. Yale Ogron Mfg. Co. Inc. 887 -8267 BUILDING CONTR TEL NO 671 W. 18th St. Hia. LEGAL DESCRIPTION OF JOB: SUBDIVISION OR METES & BOUNDS STREET ADDRESS OF JOB LOT SIZE SURVEY ATTACHED' LOT STAKED? PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE OF EACH ) one family residence I HEREBY MAKE APPLICATION FOR PERMIT TO ERECT LOT NQ. BLOCK NO. SEC. ALTER ❑ INDUST. ❑ STRUCTURE WITH CBS ❑ FRAME LI OTHER P.B. & PAGE NO. PROCESS NO. TWP. RGE. DEMOLISH ❑ ADD ❑ REPAIRXT REMOVE ❑ REMODEL [ 1 Al STORY RESIDENTIAL [k COMMERCIAL ❑ FOR THE FOLLOWING SPECIFIC USE AND OCCUPANCY replace 14 windows Additional items shown on the plans and covered by this permit: WALL ❑ FENCE ❑ PAVING ❑ SCR. ENCL. ❑ POOL ❑ SOAKAGE PIT ❑ OTHERS CONSTRUCTION NO. OF NO. OF NO. OF LIVING UNITS BEDROOMS STORE UNITS WATER CO. SEWAGE CO. NAME OR NAME OR WELL SEPTIC TANK I UNDERSTAND THAT SEPARATE PERMITS MUST BE OBTAINED FOR THE FOLLOWING ITEMS, UNLESS SPECIFICALLY COVERED BY THIS PERMIT: ELECTRICAL, PLUMBING, SEPTIC TANK, WELL, HEATER, AIR CONDITIONING, SOAKAGE PITS, BOILERS, SIGNS, ELEVATORS, FENCE, SCREEN ENCLOSURES, WALL, PAVING AND POOL; AND THAT IN SIGNING THIS APPLICATION, I AM RESPONSIBLE FOR THE SUPERVISION AND COMPLETION OF THE CONSTRUCTION IN ERALLR I STATE AND COUNTY LAWS APPLICABLE. jd.J A6D F � Vil A{)� 6IeH p{L ED ; �{ gnature of Contractor (Qu: lifier) or O ner•Builder Only) WITNESS (CLERK), 123.03 -11 DATE ACCEPTED: HOTEL PERMIT NO INSPECTOR'S COPY APPLICANT CLASSIFICATION QUALIFIED TO DO THIS WORK YES ❑ NO G RED CARD ELEV. SURV. DRAINAGE PLAN MIN. FL. ELEV. REQ'D_Y_N_REQ'D_Y_N— CHECKED (PROJ.)_Y_N —ABOVE FL. CR_ YELLOW NUMBER CONCRETE CARD Y N TESTS REQUIRED GREEN_ WELDING ENG. PILE DRIV. CARD_Y_N_ INSPECTOR_ Y_N_SUPER._Y_N_SUPER._Y_N_OTHER GROUP AND DIVISION SHOP DWGS. SEAL REQUIRED Y N REQD._Y_N_ LOT % COVER. THIS PERMIT INCLUDES: PRINC. f t BLDG LJ $ $ ACCESSORY BLDG ❑ SCR'N ENCL. [] WALL ❑ FENCE LI POOL PAVING 0 SOAKAGE PIT ❑ OTHER Windows $700.00 TOTAL BLD'G. VALUE & FEES OCCUPANCY PERMIT FEE TOTAL AMOUNT DUE ISSUED BY: PERMIT NO. FOR OFFICE USE ONLY TYPE CONST. CUBIC CONTENT ESTIMATED VALUE CUBE ZONE REQUIRED SQUARE FEET 06 PROOF OF OWNERSHIP CHECKED BY VIOLATIONS .1tkIECK: CHECKED BY DATE CONTR. CERT. NUMBER CLASS CHECKED BY DATE: FEE $$ 7.00 z $ 0 OFFICIAL HWY. WIDTH DEDICATED WIDTH LOT DIMENS DEED REST'R & RESOLUTIONS CHECKED 0 0 z 0 N LOT AREA CONDITIONS UNDER WHICH APPROVED ADMINISTRATION APPROVED DATE DISAPPROVED DATE FOR PLANS PROCESSOR NOTES (ATTACH "HOLD" CARD) ZONING STRUCTURAL PLUMB ING ELECTRICAL MECHANICAL INSPECTION RECORD REQUIRED INSPECTIONS INSPECTOR' S NAME Date Approved Date Disapproved 1 BUILDING I FOUNDATION SLAB FRAMING - LATHING & FIREWALL TIE BEAM OR LINTEL ROOF FRAMING METAL ROOF FINAL BUILDING FINAL I 100 I BOTTOM SLAB & SIDES REMARKS BEAMS, DECK SLAB LIST HERE: REASONS FOR ALL DISAPPROVALS, DATE & TYPE OF ALL NOTICES LEFT, ALL VERBAL INSTRUCTIONS TO CONTRACTOR AND ANY OTHER INFORMATION PERTINENT TO THE INSPECTION OF THIS JOB. FINAL 'OSIW WALL FINAL SCREEN ENCL. FINAL CANOPY AWN. FINAL SOAKAGE PIT FINAL MOVING FOUND. WALL MOVING FINAL DEMOLITION METROPOLITAN DADE COUNTY BUILDING AND ZONING 'BUILDING PERMIT APPLICATION FOLIO NUMBER: MAIL ADDRESS ARCHITECT ENGINEER APPLICANT FILL INSIDE HEAVY LINES OWNER H • Kelley TEL N0 -2651 MAIL ADDRESS 326 N.E. 92nd St. Yale Ogron Mfg. Co. Inc. 887 -8267 BUILDING CONTR TEL NO 671 W. 18th St. Hia. LEGAL DESCRIPTION OF JOB: SUBDIVISION OR METES & BOUNDS STREET ADDRESS OF JOB LOT SIZE SURVEY ATTACHED' LOT STAKED? PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE OF EACH ) one family residence I HEREBY MAKE APPLICATION FOR PERMIT TO ERECT LOT NQ. BLOCK NO. SEC. ALTER ❑ INDUST. ❑ STRUCTURE WITH CBS ❑ FRAME LI OTHER P.B. & PAGE NO. PROCESS NO. TWP. RGE. DEMOLISH ❑ ADD ❑ REPAIRXT REMOVE ❑ REMODEL [ 1 Al STORY RESIDENTIAL [k COMMERCIAL ❑ FOR THE FOLLOWING SPECIFIC USE AND OCCUPANCY replace 14 windows Additional items shown on the plans and covered by this permit: WALL ❑ FENCE ❑ PAVING ❑ SCR. ENCL. ❑ POOL ❑ SOAKAGE PIT ❑ OTHERS CONSTRUCTION NO. OF NO. OF NO. OF LIVING UNITS BEDROOMS STORE UNITS WATER CO. SEWAGE CO. NAME OR NAME OR WELL SEPTIC TANK I UNDERSTAND THAT SEPARATE PERMITS MUST BE OBTAINED FOR THE FOLLOWING ITEMS, UNLESS SPECIFICALLY COVERED BY THIS PERMIT: ELECTRICAL, PLUMBING, SEPTIC TANK, WELL, HEATER, AIR CONDITIONING, SOAKAGE PITS, BOILERS, SIGNS, ELEVATORS, FENCE, SCREEN ENCLOSURES, WALL, PAVING AND POOL; AND THAT IN SIGNING THIS APPLICATION, I AM RESPONSIBLE FOR THE SUPERVISION AND COMPLETION OF THE CONSTRUCTION IN ERALLR I STATE AND COUNTY LAWS APPLICABLE. jd.J A6D F � Vil A{)� 6IeH p{L ED ; �{ gnature of Contractor (Qu: lifier) or O ner•Builder Only) WITNESS (CLERK), 123.03 -11 DATE ACCEPTED: HOTEL PERMIT NO INSPECTOR'S COPY APPLICANT CLASSIFICATION QUALIFIED TO DO THIS WORK YES ❑ NO G RED CARD ELEV. SURV. DRAINAGE PLAN MIN. FL. ELEV. REQ'D_Y_N_REQ'D_Y_N— CHECKED (PROJ.)_Y_N —ABOVE FL. CR_ YELLOW NUMBER CONCRETE CARD Y N TESTS REQUIRED GREEN_ WELDING ENG. PILE DRIV. CARD_Y_N_ INSPECTOR_ Y_N_SUPER._Y_N_SUPER._Y_N_OTHER GROUP AND DIVISION SHOP DWGS. SEAL REQUIRED Y N REQD._Y_N_ LOT % COVER. THIS PERMIT INCLUDES: PRINC. f t BLDG LJ $ $ ACCESSORY BLDG ❑ SCR'N ENCL. [] WALL ❑ FENCE LI POOL PAVING 0 SOAKAGE PIT ❑ OTHER Windows $700.00 TOTAL BLD'G. VALUE & FEES OCCUPANCY PERMIT FEE TOTAL AMOUNT DUE ISSUED BY: PERMIT NO. FOR OFFICE USE ONLY TYPE CONST. CUBIC CONTENT ESTIMATED VALUE CUBE ZONE REQUIRED SQUARE FEET 06 PROOF OF OWNERSHIP CHECKED BY VIOLATIONS .1tkIECK: CHECKED BY DATE CONTR. CERT. NUMBER CLASS CHECKED BY DATE: FEE $$ 7.00 z $ 0 OFFICIAL HWY. WIDTH DEDICATED WIDTH LOT DIMENS DEED REST'R & RESOLUTIONS CHECKED 0 0 z 0 N LOT AREA CONDITIONS UNDER WHICH APPROVED ADMINISTRATION BUILDING PERMIT APPLIC IOTA FBC 2001 renanl /Lessee Name Building Department 10050 N.E.2ud Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 imam]. snores v liiage Permit: Type (oh e): Building Electrical —PN tithing Mechanical Roofing Owner's Name (Fee `' nple Titleholder ibefrtW •1 I QA Phone # &CO 632°- 7.23 / Owner's Address / Z (3-c. 44 Gd. /1/w ...of 421i ; -PH / a—o 2, Cily "//9 State _P Zip .3 /D--cf — Job Address (where the work is being done) 3 ato a J City Miami Shores Village Coun Miami -Dade Jd3uilding historically Designated YES NO $ Value of Work For this Permit Q, &Th Type of Work: t ❑Addition 1 Alteration Describe Work: __� Z - 4 - Cj L-- LAI Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) �I Masher Permit No. Phone # Contractor's Company Name lV ekli /U 4 1 /C Phone # C7 a) J-s /-S— Conlractor' Address 66 0 Ai-G(1i 27 /(-7./ City /721//7 Slate_ Zip . 3 / 7 Qualifier State Certificate or Registration No. CZ—c_ /5 Certificate of Competency No. Architect /Engineer's Name (if applicable)FA/17,4411, J ,, / z4( Phone # &oS) ?C 3 - g( '2 Square Footage Of Work: / /60 ❑New jgr Repair/Replace 'ur i2t�7.�z Y * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CO /CC ' Technology Fee 5 i 5 .00 Scanning $ Radon $ Zoning Bond $ ( 9 ZT Code Enforcement $ Structural Plan Review. on kr) ' Co f 2 C = 4 12 5 0` t aSO -CO C r_ CCF $ Permit No. Zip : 3 (3g Demolition 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 properly 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 >>. ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no ; - •. prod reinspection fee will be charged. Signatur' 11 C-1 ? LA. C�-.2 Ower or Agent The foregoing instnunent was acknowledged before me this The foregoing instrurne it was acknowle ed before we this of �Z1 20 C by �� IVY- — day of , 20p r by who is personally known to me or who has produce who is personally known to me or 1 ►o As identification-uwkyhe-fhil-ta n oath. NOTARY P Sign Print. My Commission xp APPLICATION APPROVED BY: Chc 05/13/03 Signature My Commission Expires: 7 0 6 Allof Sh7441 /2_ 770.9 oc. tf,) 1 elAr Wevre, c m'a'st Oh rr, * * * * * * * * * * * * * * * * * * * * * * ** * *****;************************ * * * * *t** * **** ***** ******** * * ** ** **t * *** - ****. ***** ****:************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** I************************* * * * * * * * * * * *a: ** * * * * *** * * * *:* *** Plans Examiner Engineer Zoning BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL JOB ADDRESS APPLICANT PHONE # //�� ) APPUCATION � c/C / 4a//.'f d (��i` SHEET OF MISCELLANEOUS DATE r e_r b()-- AIO S CRITIQUE SHEET COMMENTS PERMIT NO. c2) iw n t,°( fre/' E V6- ADDRESS: MIAMI SHORES VILLAGE 1. Subject to cocnpflanca with eft Federal. State. County. Wale rules and regulations. Village no responsibility for accuracy of/or resutts from these plans. 2. This copy of plans must be available oa building cite or no Inspection will be conducted. INITIALS Aiov00 ws -Awfc Sao /s xiar 4-ic.214/-79 6 � �i c S env ,edfP 7 1 �- /0 05 5 e e c9 r #e S r c_A-LeAit ic -` �� 0 , 1 _ 4 15 _ 6. a.L(0we,( DATE: 0 0-1IU5 TO: Pt F ug �1ZraHei Slwaea. `(/r.'Efage 10050 N.E. 2n Ave Miami Shores 33138 -2382 305- 795 -2209 FAX TRANSMITTAL FAX 00s) 616 c 617 FROM: flo'ua& `7taZ._ FAX: (305)756 -8972 Number of Pages Including Cover L MESSAGE: ar, Shelf �O� i� �1 2c $ -qt 7 DATE: C6Illi0.5 TO: 'XGAMwt eawe .5‘4 tVeitalz 10050 N.E. 2" Ave Miami Shores 33138 -2382 305- 795 -2209 FAX TRANSMITTAL FAX N) $61- FROM: )4o ' FAX: (305)756 -8972 Number of Pages Including Cover Z_ MESSAGE: 14 radiviq ''? 2.O5 - ` (61 Zo)►tK oriTiqut glee: Ifuuc(c *etc 14, Claudio Grande Building Official 305 -795 -2204 Ext 430 See A-e4 � d 6 om Permit No. BP 05 -467 Page 1 June 30, 2005 Miami Shores Village Building Department 2 BUILDING CRITIQUE SHEET 5(6- 6G5 O3- (, qi, - oo I -7 10050 NE 2 Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 THE FOLLOWING ITEMS WERE NOT CORRECTED FROM THE PREVIUOS CRIT OF APRIL 7, 2005 1/ REVISED SHEET A -4 DOES NOT SHOW ANY DESIGN PRESSURES FOR THE OPENINGS. FBC 2411.3.1.4 NOA's FOR THE AWNING WINDOWS HAVE NOT BEEN SUBMITTED, NGLE H ► ► 1 ► G S /_. . _ DOWS 3. NOA's FOR THE GLASS BLOCKS HAVE NOT BEEN SUBMITTED. OA 05- 0103.03 IS FOR AN OUT - SWINGING DOOR, DOORS NO.1,2,& 5 RE IN -SWIN 5. REVISED PLAN SHOW WINDOW IN EXISTING BEDROOM TO BE AN EGRESS WINDOW. NO NOA HAS BEEN SUBMITTED FOR THE WNING WINDOWS. NOTE: It is recommended that the Des • ner of Record reviews the design pressures of the • • enings against the design pressures on the NOA's for t e windows and doors in order to verify that the window /d • or will work on that opening, in order to avoid any necessary delays. Follow the procedures for s mission of corrected plans for your re- submittal. PA - con, 04-i e's tra Q 4g-I2 SrAe,es ti Miami Shores Village Building Department Permit No. Page 1 of 3 4/7/05 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 05 -467 ✓1. Address structural and P &Z comments. �. Plans must be reviewed and approved by HRS. ✓3: Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. ✓4. Submit electrical and plumbing permit applications. 14O •' rovide design pressures for all openings. FBC 2411.3.1.4 BUD. Submit two sets of NOA's for awning windows A, B and C; submitted SH? FBC 1626.1 \Submit two sets of NOA's for glass block. FBC 1626.1 NOA 05- 0103.03 is for an out - swinging door, door 1, 2 and 5 are in- swinging. New window C in existing BDRM is an awning window; this must meet emergency escape requirements. Follow the procedures for submission of corrected plans for your re- submittal. Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET //,4-7 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1/4 Job Name Refr Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. D✓c 46 7 ca(v Job Name Vera 3z6 NE 92 ft. 12e5c4ban i / /4.1 CRITIQUE SHEET ; Z 6/7 /o r 5 h04/ d/M o n s l o n S p4 r knee Sr a-c .i: D/ G eu. sh. A- 3 . G am" ® is 8 o'' wide and refui✓e s 41 B ;r 12" TC. a¢ eACG1 Side no/ c.f. FAX TRANSMITTAL BLDG DEPT DATE: 5 6�c 105 TO: �� 10e (Son Fax:C305) 696 °°00/7 FROM: tAbg 4 FAX: (305)756 -8972 NUMBER OF PAGES INCLUDi MESSAGE: 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 BUILDING DEPARTMENT A K YOU Miami Shores Village Hall 203- CAC, - 001 u Ciaudio Grande Building Official 305 -795 -2204 Ext 430 Sze 421,3. Sch2Pu A-Le. W 1 d 4 Permit No. BP 05 -467 Page 1 June 30, 2005 iami Shores Village Building Department 2 BUILDING CRITIQUE SHEET 10050 NE 2 Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 THE FOLLOWING ITEMS WERE NOT CORRECTED FROM THE PREVIUOS CRITIQUE OF APRIL 7, 2005 1. REVISED SHEET A -4 DOES NOT SHOW ANY DESIGN PRESSURES FOR THE OPENINGS. FBC 2411.3.1.4 NOA's FOR THE AWNING WINDOWS HAVE NOT BEEN SUBMITTED, 1 __ _ ►, I► OT USING S �� u OA 05- 0103.03 IS FOR AN OUT - SWINGING DOOR, DOORS NO.1,2,& 5 row 'x.6 1 A► - 0, If .,j NOA's FO _ •1__ . 1 � /1► 1I A G REVISED PLAN SHOW WINDOW IN EXISTING BEDROOM TO BE AN EGRESS WINDOW. NO NOA HAS BEEN SUBMITTED FOR THE AWNING WINDOWS. SS BLOCKS HAVE NOT BEEN SUBMITTED. NOTE: It is recommended that the Designer of Rec •. d reviews the design pressures of the openings a • snst the design pressures on the NOA's for the window = and doors in order to verify that the window /door will w • on that opening, in order to avoid any unnecess delays. I'`o11ow the procedures for subm' of corrected plans or your re- submittal. tl to t2(2 C r o 2or 5d r os - .1A-C e3 . AA 1' z 1946 r .." '5. PcoSO oT - r iWOA 1s 1,1t) Me / ,; o . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N• ;� / i �' TAX FOLIO 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. e 2. Description of improvement:.: 4. Contractor's name and address: J./6" o , A/er.--Cef2A/ L iyV7 C/ G 'ZS GtUZ_ �� �/ G✓ '�-7 �� /Kt f t, 3 3/(¢.7 Name and address: 9. Expir d c/$ c. r ! - 0 "t4ibE .!., nt a i:'s.:1•Ii -"•) Sig 'ure of d Pe" int Owner's Name Vt C . /'? V 74 Sworn to and subscribed before me this 3 day of 123.01 -52 PAGE 4 8/02 118 111 6811 8111118 Address: 11 18 81811111881818111881 CFN 201019R0167779 OR BI: 23526 Ps 2830; (fps) RECORDED 06/29/2005 15:50 =01 HARVEY RUVIN? CLERK. OF COURT MIAIII -DADE COUHTYr FLORIDA LAST F'AGE 1. Legal description of property and street/address:77 6- Wegy /2 - C Aw6v'vet p out f#e& se-c1-7.26 --/ c" � - r - '�' e t-b� L o f ecog �" b -o Cat! !O 3. Owner(s) name and address: 40P /L7' ' Interest in property: Name and address of fee simple titleholder: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, S7 -P ;. x °3/3 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: tice of Commencement: (the expiration date is 1 year from the date of recording unless a Prepared by ;. Aif cs0 Inspection Date: 06/29/2006 Inspector: Grande, Claudio Owner: PILLER, DAVID Job Address: 326 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: NELSON & NELSON Building Department Comments Wednesday, June 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305 - 324 -6262 Parcel Number 1132060136470 Lot: Phone: (305)696 -0777 Page 1 of 2 Passed Inspector Comments �� / 4_, 61 A-,-6/ (Au S s 60 0 /2 gz .74 . L 'e cP am MIS 1-1-6g4 ) c -oiLD � cA,L Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/29/2006 Inspector: Grande, Claudio Owner: PILLER, DAVID Job Address: 326 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: NELSON & NELSON Building Department Comments Wednesday, June 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305 - 324 -6262 Parcel Number 1132060136470 Lot: Phone: (305)696 -0777 Page 1 of 2 Permit Number: EL2005 -141 Invoice Number: imp -4 -06 -24391 Applicant: DAVID PILLER Company Name: Thursday, June 8, 2006 Date 06/08/2006 Permit Receipt Payment Type CheckNum Check CCNS t esu -brIA\-s &to 0 "•n t�C : •'�t' ti Amount $75.00 Total Payment: $75.00 Page 1 of 1 Inspection Date: 07/24/2006 Inspector: Grande, Claudio Owner: PILLER, DAVID Job Address: 326 92 Street NE Project: <NONE> Contractor: NELSON & NELSON Building Department Comments Thursday, July 20, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 25REC'O Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305 - 324 -6262 Parcel Number 1132060136470 Lot: Phone: (305)696 -0777 Page 2 of 2 Passed r � Inspector Comments 7 , 41-CA-PV /1v , 3 1/ 4 - 17 - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/24/2006 Inspector: Grande, Claudio Owner: PILLER, DAVID Job Address: 326 92 Street NE Project: <NONE> Contractor: NELSON & NELSON Building Department Comments Thursday, July 20, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 25REC'O Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305 - 324 -6262 Parcel Number 1132060136470 Lot: Phone: (305)696 -0777 Page 2 of 2 MIAM PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah ,FL 33014 Your application for Notice of Acceptance (NOA) of: • Maximum Impact .050 Aluminum Storm Panel under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -0718.09 EXPIRES: 10/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08/16/2001 1l #500011pc200011ten,Iateslnodoe acceptance cover pagoda Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-66339 7 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office IMCMEVIET1 5 B Y :�[� MetalTech, Inc. ACCEPTANCE No.: 01- 0718.09 APPROVED : AUG . 1 6 2001 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Oct. 22, 2006 1. SCOPE This renews a 0.050" aluminum storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 0.050" aluminum storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98002, titled " 0.050" maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised ,on September 11, 1998, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 0.050" aluminum storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division -2- MetalTech, Inc. ACCEPTANCE No.: 01- 0718.09 APPROVED AU6 1 6 7001 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) Years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. Tho product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE - 3 - ul Rodriguez, Chief Product Control Division Oct. 22, 2006 .090 0 1 -• P2 ' r_U O N - LAL S fur OAR V VLAr SAR ti VARIOUS oEC6tEE CORNER PAN Ask M CORNER PAN 3' T TI C) A1OWW1WG HOLE'S 12 1/2' aC CROSS SECTIONS it 29/32'} VARIOUS TYPES OF F -TRICK NOT SHOWN 1 .0 MW. 7 *B' 1 3/3?' 3 7/32' 1 3/3' VARIES SPECIAL NET PANEL SECTION 7/8' 1 3/3 ' 3 7/32' 3 1/32' 3 7/32' 1 3 7pr RETURN 2 - 3 13/15' VARIES BLOCKING .060 MIN. STUD WY 8L W74LLED of REVERSE DIRECTION MEAL L2H �I 11 LIN ' A11N. � 1 8' MIN. 2' ! 1 1/2' 1 Au, 'snips .VW' ( n' • ) ALL APPL.CAIV?I ANGLO STUDDED — rrr LW S1tA =11 Y ... L7H 7/4 -20 X 3/4 is KNURLED ST S7E1rL 12 1/1' G.G REFM 70 ~M INS NS oar 51E02 s o ANCHOR MOWING NOM Cocoa ON EITHER NM7RRIZONTAL OR bflh7CAL LEA 000 STUDDED ANGLE DETAIL • •• 050 s r . a . 1 4- *rot* L3ADIE C0LWfY.• S0tati F2.olila4. BUNDINC _CODE 2314.5 FATIGUE Lat° TESTING AN.O 2315 IMPACT TESTS DESIGN CRITER /A: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 'MINIMUM DESIGN LARDS FOR BUILDING AND OTHER STRUCTURES' GENERAL NOTES: ALL ALUARNUM EXTRUSIONS ID HE ALLOY 6053 -T6 OR EQUAL STORM PANELS SHALL BE: .050 5052 H - 32 ALUMINUM OR EQUAL SMOOTH OR EMBOSSED WIT PI A NOMINAL WIDTH OF 11 1/1' NE STORM PANEL SHUTTER ANY SE MULLED VERTICALLY OR HORIZONTALLY. kV ACCORDANCE TO ME DETAILED SPECIFICATIONS HEREIN. PANELS AMY SE NOTCHED OR MITERED 70 ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF 7NE SHUTTER SYSTEM 70 CONCRETE OR MASONRY SNALI. CONSIST OF ME FOLLOWING OR EQUAL WNW MI ULTIMATE LOAD vALUE3 SHOWN 1/4' DA. RAWL L0x/BOLr ANCHOR ( SLEEVED DRIVE ANCHOR ) MIAL TENSILE 1190 - MAMA. SHEAR 1520 - 1 1 /8' MIN. EMBED. IN CONCRETE MIAt TONSIL 1200 - MIN. SHEAR 7270 - f 1 /11' MW 5M8E0. IN MASONRY 1/4 -20 RAWL CALK --IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 BOLTS MIN. TENSILE 1870 - MIN. SHEAR 1730 - 7/8' MIN. EMBED, IN CONCRETE MW. TENSILE 080 - MINA SWEAR 1340 - 7/8' MIN. E7VBEA IN MASONRY 7/4' PERM. -SEAL TAPPER BY RAWL (M4ASONRY SCREWS A9ARIOUS HEAD TYPES ) MW. TENSILE 1520 - MK SHEAR 1980 - 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4' MIN. EMBER IN MASONRY 1/4' ZAMNC 14411N BY RAWL (ZA AC HAMMER DRIVES ) MIND TENSILE 980 - Milt SHEAR 1400 - 1 3/8' MIA. EMBED. IN CONCRETE MAN. TENSILE 730 - MIND SHEAR 1320 - 1 1/4 • ARM EMBED. IN MASONRY ANCHORAGE TO NOD CONS11QUC770N SHALL or 1/4' STEEI. LAGS 0R LARGER WITH 1' AML THREAD P IETRIT10N. 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MANTES M1 f1 1 7 /e• mat THREAD PENETRATION. REFER 70 SNEETB .,6 & 7 OF 7 FOR ANCHOR SPACING AN0 MINIMUM' EMBEDMENTS IT SHALL E THE RESP0NS18QI7Y OF ME • B CONTRACTOR TO VE,I Y THE SOUNDNESS of TWE STRUCTURE 70 W117ISTAND THE A0007OAML Laws AND INSURE PROPER ANCHORAGE EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWWG METALTECk W . 1541E 4 FL ' 'AWE c0UN1Y PRoOLICT CON117OL APPROVED ' WARN.WQ TO OWNER OR TENANT LOCATED W CACH WADER 0R 0145 PANEL OF EACH OPENING STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORC]]NG STRAPS OR BOLTS ARE PROPERLY iP TALLED. WHEN REQURED PERMANENT FASTENER c AlPONE7VTS, EMBEDDED ANCHOR BOLTS BREADED CONES OR METAL SHIELD$ .NOT W USE MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND LIMCAGE AT ALL TIME NOWT MN 6 APPROVED AS COMPLYING WITH THE SOUTH ' MA MIXING CODE BY 19 DATE.L PRC +• • • 011113:0N 81/ • • • • CODE COMPLIANCE Oif ICE ACCiPT ,C.: ,NC. 9 $' ROB S. MONSOUR. PE f /6' If 1 1/7' FLAT STUDDED STRAP MAY BE USED IN PLACE of ANGLE EB- 0006024 errs ENGINE IIwc. rm. ,09/11/96 frf SP, •••• • 0000 ••••■■•• l• • o•• �'s Z �.� A • 1=:* ..° a DETAIL 1 SEE ANCHOR SCHEDULE HEADER or SILL CONNECTION TYPE "D" FLOOR PUN ANO AUPOW SCREW A OYOR 12' 0 — — w PALL STORM PANEL {••R) SPECIAL PANEL CO N FIGURATION MAT T �ft< R0273 DETAIL 5 DETAIL 9 COMM A A LA RE711E1 Aar iamo s sem SEE A. MCJIOR SCHEDULE CONNECTION TYPE "C" ( -HEADER or SILL DETAIL 2 MUST ISE USED ON ALL C OMMONS ro CLOSE cow L7YoS PLANNV/EW5 A. B, C tit • • E.D. • - NOTE* 7 5/3' AL47G J. SLOT= ARXWONC HOLZ MAY Li£ USED Pt SPECK MN TIP. fGiR KL DETAIL 6 • 1• DETAIL 3 O ANY Y OE BA LLED AN REW.RSE DIRECTION ? ® CONTINUOUS Al BLOCKING Ts3 PV MAMMA .. ....�a MAXIMUM PANEL mom; O6% D TA /L 10 BOLTED IDGEINER M1H 1/4-20 MIRY BOLT W/ LOCK NUT 6' CC LASED AS HEADER OR SILL 1' MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" ... ti . X11' ANCHOR' 1?' QQ NEWER LL ON BOTTOM oRQ HEADER or SILL ALA' BE BISTALLED av REVERSE DIRECTION AS IN DETAIL 6 E.D. ' • • •• NOTE* • • OY? !8 CONTINUOUS / BY OCI�HG BELIED TOGETHER PATH 1/4 ■20 ROW VW' W/ LOCH MIT 6' 0.0 USED AS HEADER OR SILL ® CONTINUOUS MOCKING OR •2/ • 1/4 M,4SMNE SCREW ANCHOR MTH SIDEWALK. BLOT OR 1/4' MASONRY SCREW 3" O.C. J; MIN.. EDGE DISTANCE . 1 ptlk4 - D• CONCRETE ONLY OPI1JN4L USE ar 1 ANGLE / FOR PURPOSE OF NMI PAN11 NOTCHED D AT 601TOM ID PASS OM STUD AND NWCM/T AY sit MACH sox) MAX/WM G4P BETWEEN STROM PANEL • AN0 O.L.O. Sli4LL NOT EXCEED 1/4' 1/4-20 ,r ..7,4 AMBLED STLALAS AS VIE FROM FRONT VIEW N11W IFSHIS ID 11INIENU S Om) } $� 9>p 4 • ' ' llofi SEE ANCHOR SCHEDULE LE C/ONECi 1 ON TYPE "C" DETAIL 4 SEE ANCHOR SCHEDULE CONNECTION TYPE AN CONTINUOUS W000 BLOCKING VARIOUS SIZES DETAIL 7 9" MAATMAT ROBERT' . MONSO EH- 0006024 . MC =M EM G, INC OR 07X07 HEADER a SILL REFER 70 THAT APPIXAT1ON FOR PROPER CoN11ECVON TYPE `. E.O. Q® RVCOW OR DOOR a rARr 2 .2/4' MAX NOTE* 1.101 . STORM PANEL HORIZONTAL INSTALLATION ELEVATION DETAIL 11 DETAIL 8 VERTICAL INSTALLATION ELEVATION • SEE' ANCHOR SCHEDULE CONNECTION TYPE "B• • : • SEE ANCHOR SCHEDULE COMECTION TYPE "D" OR® GON711VLAOLOI BLOCKING • • •• •••• • •••• ••• • •• • •••• • • • • •• ea.= MC£TREA 717771 1/4 -20 7NRU BOLT W/ LOCK NUT Ir P.C. OR ®COHYPWOUS BLOCKING ( _._. STOIRAI PApv 1/4 -20 x J/4 KNURLED STUOS YAM USHERED MNG7n 1 12 1/2' CC MP.) wr BE VOWED V R11CALLT OR IfORadvmUr NOTE: * IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDRTONA. LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SISTER! MAY BE INTSALL INTO W000, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE NNTH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE nO wto APPROVED AS COMPLYING WITH NE SOUTH 1 OR BUILDINO CODE RODUCT CONTR. DIY!ON WING CODE coMPLiANCE OFFICE CCEPTANCE N0,91:0141.)24-. • • • • • • • • • : ♦ REVISIOtd 09/1t/98 .•• • �•• 1 • v •• a i ■••• ` O W w •••• •••••• U••. • • . . f . . • 5 1/4 ■26 hooti PLUG ivir r • ' MACHNE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY. • • : I CONWECT1oN TYPE '" ° • • • X10 DEF!G7TOM A QL- STORM RAVEL 1/4 -20 FL PLUG WITH 1/4 -20 BRAS W000 BUSHING HEADER OR SILL INTO WOOD I IMAM. cr !� N•ii � 1' MIN. DETAIL 15 SERVE TNRU WINDOW DETAIL 19 NOTE: THE METALTECH STORM PANEL MAY BE INSTALIE0 WI7THOUT DIE USE OF AN EXIRUOED HEADER OR SILL. THE SHUTTER "AY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE ME OF ONE OR A COMBINATION OF DETAIL 1J NOTE* STORM PANEL J /8" THRUBOLTS 9 1/2" 0.0 WITH 2XJX.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4' MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12' O.C. SEE ANCHOR SCHEDULE COMMOTION TYPE "C" C I ar SILL DETAIL 16 ••• NOT* 1/4" ' Mil ck... EW Wine 14 -20 STUD HEAD 1 PANEL • • WITH WASHERED WINGNUT HEADER OR SILL • WOOD. CONCRETE OR MASONRY : '• --- t it CONFECTION TYPE "A" GLASS DETAIL 20 ADJUSTABLE HEADER OR SILL REFER JV SON l s SITJRAI PANEL TION TYPE "A" 1/4 " PANEL . MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD. CONCRETE OR MASONRY SCREED OR BOLTED TOGETHER WITH 1/4-40 TH. U BOLT W/ LOCK NUT 12' D.C. DETAIL 17 1/4-20 MASHAVE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4 J' MIN. EDGE DISTANCE POURED CONCRETE ONLY 69.5 PSF IAMORIUN.1 PANEL MONT IOW" MAXIMUM PANEL SECURED 10171 —*" WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART STORM PANEL ` ROBERT . UR. PE EB G ICEISK ©OR® ®0 Iv1m STUCCO IN 5TAL L.-AVON DETAIL 14 NoTE* Wsn. CONNECTION TYPE 'A" • ' • COMECTi01 TYPE "A" CLASS ••• r • * SEE ANCHGiR SCHEDULE • n: COMECTWON TYPE "C" fi r. 1-0 ., 4 DETAIL 18 NOTE: * IT SHALL BE 771£ RESPONS181UTY OF THE CONTRACTOR TO VERIFY 771E SOUNDNESS OF THE STRUCTURE TO WITH STAND 171E ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLOR' ' BUILDING CODE DATE BY PRODUCI COt1T DIV S ON BUILDING CODE COMPLANCE OFFICE p D ACCEPTANCE N0. ].3 ' 'EL . 19 t • • • •• •• •• • •• • • • REVISIONS 9/11/98 s / ITSm o,r /97 sew 3 4" 7 • • • • • • • • • • • • • • DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 _ 90" 86.83 84" 91.44 80" PANEL HEIGHT r-68' over sa -sa' over 9a =12.7' WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/8' 3 5/8" 4" BUILD OUT 2 5/8' 3 5/8" 4" PANEL HEIGHT o•-107' over 1a7' -123' WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16" 3 3/16 " THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS .050 ALUM F0NT VIEW SIDE NEW FASTENER MUST BE IN MORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16' 014. CIRCLE DETAIL "G" 1/4 -20 STUD WITH WINGNUT 12 1/2' QC. 1/8' X 3/4' FLAT ALUMINUM BAR SW VIEW 123' MAX. PANEL HEIGHT NO PANEL STROP 1S REQUIRED MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER 13 1/4' (1w.) DETAIL "F" PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP FRONT VIEW • MCCI DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET J WALL MOUNT ANCHORING RWEL TOP & aormm No moR. oR sue v v v HORIZONTAL BRACE STRAP - PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VER77CALLY EXPLODED ASSEMBLY .060• ALUMINUM • •1 i►'11j1►i • lMR i` STORM PANEL DETAIL 3, 4, & 8 ON .SHEET 2 DEVIL 3.4, & 8 ON SHEET 2 WALL AfOUNZ ANCHOR VC PANiI. BM s1 now EIOTTOM NORISal FRONT V1EW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLIC477ON DETAIL 1 ON SHEET 2 DETAIL 13 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT *TJH Naas AHD SILJ 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5, 7.9,10 AND 11 ON SHEET 2 DETAILS 5, 7.9,10 AND 11 ON SHEET 2 SECTION VIEWS ROBERT' +. MONSOUR, PE EB- 0006024 erns a GIKEIO 1G, INC BUILD OUT WON NOP, MO SILL .. . DETAIL 2 ON SHEET 2 • .. DETAIL 18 ON SHEET .3 • • • • el NEWER • • • • • • • DETAIL 4 ON SHEET 2 INSIDE MOUNT w11N NOR AND Sill APPROVED AS COMPLYING WITH THE SOUTH BUILDING CODE OT 1 Fiffiling Prc :;1CT C' D'V S G..' BU:•.o,NG .CODE COMPI ANC( • CE ACCEPTANCE NO. gP-22 .Q 1. • • • f . i .• •. • . .. • • • • • • REVISIONS RY 09/11/98 SP U z .••• • z IE a • • • • • stp/.►AD o1 /IO/98 s,„0 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF POMOOCea1>: Gomm = CONC rft IRO= ANCHOR TYPE PANEL E.D. A 0 C U E A 8 C OE A 0 CD E A B C DE 67 SPAN 3" 18 13 11 13 .: 13 16 13 9 13 13 _ 18 13 7 13 13 . 18 13 13 • 13 13 . 16 13 9 . • • 13, . 13 18 13 10 13 13 16 13 7 13 13 18 13 8 13 13 18 13 8 13 13 16 13 • .11 ' 13 13 18 13 9 13 13 18 13 7 13 13 r 1 1N• n cD-19 114' RAWL LOKI8OLT (SLEEVE ANCHOR) 1 W MIN. EMBEDMENT 88' SPAN 3- 18 13 8 • 13 13 . 16 13 10 13 • 13 16 8 7 12 13 ; 16, 9 8 12 13 16 ... 13 _ . 7 _ 13_ . 13 . 1§ . _ 13 8 13 13 . 16 _ . _ , s . 8 • 10 • 12 I, 16 • 8 . 7 . 11 12 16 13 5 13 : 13 : 18 13 6 13 13 15 7 5 9 10 : 15 7 5 9 11 r 1 114' 109' span 3- 18 9 .7 12 _14 '• 18 9 • 8 . 12 • .13. 15 5 6 ' 7 6 • 15. 5 7 7 8 16 8 6 :.11 . 1? . ; _.18 . 8 ... 7 ... 11 . 1 2 .. . 14 5 5 8 • . 5 ' 14 5 • 8 .. 5 5 . 15 7 5 10 11 s 15 7 5 10 11 12 • 4. 4 6 5' 12 4 4: B 8 r 111' 123span r 15 5 8 7 6 i5 7 5 B 5 4 S 8 6 5 1 4 4 6 5: 2 . 4 4 6 5 -__ 1 114- 87 SPAN 3- 16 13 10 13 . 13 ; 18,. 13... 8 13 16 - 13 , ;.8 13 : 13 - 1 14 13 . 7 , 13 . 13 18 13 7 13 13 • 15 13 7 13 13 18 13 '7 13 13 : 13 13 8 13 13 18 13 6 13 13 ; 14 13 6 13 13 15 13 6 13 13 • 12 12 5 12 12 r u „ = C '" 111' 1N" RAWL ZAMAC NAILN DRIVE (HAMMER DRIVE) 1 W MIN. EMBEDMENT IN CONCRETE 1 114• MIN. EMBEDMENT IN BLOCK M SPAN 3 " 16 13 8 13 13 ' 13 10 6. 13 13, 15 7 6 10 _ 11 1 11 5 5 7 8 16 12 8 13 13 12 9 5 12 12 13 8 5 9 10 ' 10 5 4 6 . 7 14 11 5 13 13 11 8 : 4 11 ' 11 12 6 4 8 9 ' 9 • 4 • 4 6 6 r t 114" 105' span 3" 15 . 7 • 8 : 10...11 • _ • 1.1 _••• 5 S . _ 7 ' ... 8 13 .. 4 , .... 93 4 4 3 13 6 5 9 10 10 5 4 7 7 11 4 4 5 4 = 8 3 4 4 3 12 8 4 8 9. 9 4. 4 8 7 10 • 4. 4 5 4 7 3 3 4 3 7 t 1M' 12r span l 1 3- 13 4 5 6 5 9 3 4 4 3 _ ' rl 1 1 4 4 5 4 ' 8 3 4 4 3 E _ 10 4 4 5 4 • 7 3 3 4 3 s.. � - >....�..... _.. r t iN ' VARIOUS 1 t :C Oil i-MIT HEAD TYPES tlljIZZDP- i �tlt arsPAN • 3" 18 13 _ 1 3 13 .13 =18 13 9 13 13 16 16 �_13 13 13 ;18 13 7 13 19. 16 13 12 13 13 ' 16 13 7 • 13 13 18 10 _ 13 • 15 13 . 6 13 _ 15. 18 13 10 13 13 116 13 6 • 13 • 13 18 18 8 13 13 . 14 13 5 14 14 r 11I4 t��`ISIt�t e_1►1�N•1 7�1 - (MASONRY SCREWS) 1N' RAWL PERMA -SEAL TAPPER u- ELCO PANEL- MATES 1 U r MIN. EMBEDMENT IN CONCRETE 1 1N" MIN. EMBEDMENT IN BLOCK 8S'SPAN 18 13 . 12 13 : 13 f 16 12 7 . _ .. L .. 13_ _; 3 18 1i. 10 •. 13. • 13 ; : 6 __6 ; _5 10 16 • 13 10 • 13 ._ 13 1 14, ..„11 : 8 13 13 18. ...10 . 9 13 _.13 12 _ 6 .. • ,5 •. 8 .. J! . 18 13 8 13 • 13 , 13 10 ' 5 • 13 13 18 9 7 12 13 • 11 5 4 7 8 . r t 11" 10 5" span 123 span 6 8 ' SPAN 3 " 16 . 11 : 10 13 . ' 13 f ` 13 .. 6_ ... 6 ....... 9 . ....... 1Q__...16_ ._. 7 .. "... 8 _. _9 _ ,...7 11.. . 4 .. S. ....5 . 4 16 10 • 8 13 .... 13" . 1, 12 8 5 8 9 16 6 7 6 6 = 10 _ 4 L 4 5 4 16 9 7 12 13 : 11 5 . 4 78 16 ; 6 . .5 7 6 : 9 3 3 • 4 3 18 7 8 9 7 : 11 . 4 • 5 ..;...a..!...,:;: _ ,., . _ 16 6 7 8 6; 10 4 4 5 4 `` • 1114' 16 8 6 : 7 - 6 = 9 • 3 • 3 , 4 : 3 .' - 16 • 13 • 13 13 . 13 1..16 : 13 ' 9 . 13 ` 13 18 ' 13 ' 13 .; 13_ 13 8 13 16 13 13 13 : 1 3...1...1 6 .......9......;.....6......;_ 13 13 •, 18 , 13 , : 11 •. 1 4.4.14.1 16.....13.....0.. .._14. .14 16 13 • 11 13 ° 13 ! 18 : 13 • 8 ! 13 : 13 16 `: 13 : •9 : 13 ; 13 1 14 13 • 5 . 13 13 r 1114" 3' r r 2.5" r 114- 20x71r,1R'OtA RAWL CAUWN (MACH94ESCREWANcHOR) & 71 MIN. EMBEDMENT arS r 16 . 13 13 . 13 : 13 18 : 12 . 7 13 : 13 18 : 13 1 1 1 13 ! 13 13 6 ' 6 9 10 16 11 : • 13 1 12 8 5 13_ 8 13..i 13 9. ; • 8 _ 2s r _ ... •• ..... 3 .., _ . _ .. .18._.;_12._; .13 • 16 13 8 13 13 13 10 � 5 • 13 13 18 : 11 t 13 13 i 11 5 = 4 T 8 108' Van 3" .18 • 13 11.._ :. 144 13 8 6 i 9 ! 10 18 _8 _ t 9 •_ 11•. 8 1 0 : 9 , ; .1 4 5 S • 4 _ .... _ _ _ __ . • f +-_ ._ 8 ! T. 18 . 12 9 : 13 13 12 • 6 • 5 : 8 : 9 18 1 , . 4 4 2S' r _; ,10.. .......5 .4 16 11 7 13 - 13 I 1 1 • 5 4. 7 8 16 ! • 7 i 6 9: 7. 9 • 3: 3, 4: 3 123' span 3- t 18 8 9 11. 9 :11 4 5 5 4 r ? 16 8 7 , 10 8 10 { 18 • 7 . 8 . 9 7 • • 3 • 3 - 4 1 3 is >'• 29' r NOTES: ROBERT" S. MONSOUR, PE EB-0006024 R411f EliGiIIEEQif G. PIC SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO 'NITU STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUT ItN SYSTEM MAY BE /NTSALL INTO WOOD. CONCRETE OR MASONRY. • ofttokANT04443.1;P: 1* .. '2_9 =2 . !. APPROVED AS COMPLYING W1TH THE SOUTH fiOR DA BUILDING CODE DAT BY PRODUCT CO ROL D!V S ON BUILDING CODE COMPL,ARCE OFFICE ACCEPTANCE NO gg - 0 7.2 9 -Ott • • • - •• • •••- • •••• • •• •• • • • • • • • •• • '!D!:,..PM!,c.4 . • •� � • r • v••• f..••• Li t" :,e Lil I W u F Cal 3 3 n of /ro/ge s1+only 7 g a m 5 11 illIMP •• • . • ••• 8 e • go • • •111•■••- n 4 • • •a••• m W I • - e ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE ANCHOR TYPE PANEL I I aaa- -j 114' RAW. LOKIBOLT (SLEEVE ANCHOR) 1 1/6' MIN. EMBEDMENT 123' span 2 ' 1 1/4' 3- 108' span 2' 1 1/4' 3' B=c4 1/4 RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4 MIN. EMBEDMENT IN BLOCK 3 ' 68' SPAN 2' 1 114' 3" 88' SPAN 1 1/4 3' 123" span 2' I 11/4' 10r span 3' 2' 1 114' VARIOUS HEAD TYPES t u i ii t ttSt1IttttItI • IYtltltitultltYtl� ;Ai (MASONRY SCREWS) 1/4' RAMM . PERMA SEAL. TAPPER 114' ELCO PANEL MATES 1 1? MIN. EMBEDMENT IN CONCRETE 1 1/4 MIN. EMBEDMENT IN BLOCK 88' SPAN 3. 2' 105-spin 2' 1 114' 3- 123' span 1 1/4' T 106' span 2' 123'span 2' 3. 2.5' 18 9; 9 13 11 12 4 15 8 5 18 8 8 11 9 11 t 4 L. 4 • 5 T ._ . . 18 8 . 6 ' • 10 1 8 9; 4 i 4+ 5 ° 4 • IS 18 13 i 11_ 13 113 14 x7 8 : 8 1 11_ ' _ 18; 12`8 L1313_ _12'8,_5 '_ • 16 • 11 13 13 11 5 4 7 1 8 16 7 I 8 10 7 11 i 3 _ _ 5. 3 16 ! 7 1 7 9 ` 6 9_ 3; 4 4 3 16 ` . . 8 _'. 5 8 � 6 I _ 8 .. : 3 3 _ 4 . 3 - 114-20 x1/8" . 1/2 DIA. RAW. CALK -IN (MACHINE SCREW ANCHOR) 718' MIN. EMBEDMENT B8' SPAN Sr SPAN 88' SPAN ED. 1 1/4' 3 ' 2' 1 1/4 2' 2' 1 1/4' 1 1/4' 3' 2.5' r 2. 5' T 3' UP TO 81.5 PSF CoNCRaTa elOCK 0 16 13 8 13 .. 13 16 13 9 13 13 00 .. 0 18 12 • 6 13 .. 13 18 ,_ 14... .7. , 13 : „13 16 11 5 i3 13 18 11 6 13 13 • 16 11 7 13 : 13, . 8 • 8 12 13 15 10 6 13 13 . 11 • 7 5 11 • 11 14 9. 5 13 13 10 8 4 9 10 13 5 6 7 6 i 10 4 4 3 4• 12 4 5 6 5 9 3 4 4 4 10 4 4 5 4 18 • 3 3 4 3 16 13 11 13 13 . 15 10 ' 7 : . 13 13 16 . 13 9 13 13 14 ._ .8._ S _ 13 .. 14 16 13 7 13 = 13 12 8 4 . 11 : 12 18 8 9 10 9 12 4 5; 6 5 _. 00_00.. .._..... ..._...__ _....._... 18 _ 7 7 9_ _ 8 i 10 ,_ _. 4 ;.... 18 8 6 - 8 7 19 4: 3 1 6 4 18 13 : 12 '. 13 : 13 I15 i 10 ! 7 ; 14 13 18 13 10 13 ' 13.4 14. 9 _ .. • 8 _13 13 18 13 8 :13 • 13 12 8 5 11 12 UP TO 91.4 PSF POMO COMMIX © A EMU 0 E 8 C 0 ..18 9 16 8 15 - 7 8 • 12 13 16 9 9 7 . . 11 13 18 8 7 5 10 11 15 7 8 CCNCRE?! KOCK 15 7 13 ....._ 6 . 12 8 7 10 12 11 5 9 10 10 4 8 9 ' 9 • :5 4 4 7: 9. 7 8 •• 6 7 12 . 4 10 3 9 • 3 5 4 3 4 ' 9 3 • 8 3 7 4 16 . 11 : 10 18 18 ' 14 - 7 ._ 6 : 9 ,11 18 1G 8 14 16 12 6 : 5 8 9 16 9 7 12 15 : 11 5 4 7 8 16 6 .10 S_ 15 5 f 8 6 11 3 5 5 3 . 7 5 : 9 3 .... 4 4 3 6 5 t 8 3. 3 • 4 , 3 IS l l NOTES: ROBERT S. MONSOUR, PE EB- 0006024 O'1'1S CICIIIE>E:IIIIG. 1C. SPANS AND LOADS SHOWN IN 1115 SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHU11tR SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. .o APPR0VF.0 AS COMPLYING WITH THE SOUTH L BUILDING CODE DATE_ u9 1 " BY • • - --�.+ PAS' CT CONT't 0:Y'S -ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO le • • • • • • • 00. 00 0.0 • •• • • • .•1 • 0001 .• • • •• : • •.•, •• • • • • • • • I • •• • PENSIONS 09/!1/98 • V Z ...••• • •••• 8 • • •. •• • n 41 • 9 SEV ot% a/.a aa 7 9too{ 6 ay SP W • • • • •••• • • 4100• • • • • • '.�c:!.^_.:1 _,_u.++C •.RS ":ywf%:::�.iw:«:�m.. 474:4•.<•-t : ."�t Y9 • • NOTE& SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACMG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE W000 MUST BE A MINIMUM 2 X 4 EQLL4L TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF TIE FRAMING STRUCTURE OR SUCURELY ATTACHED 70 FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT SHALL BE ME RESPONSIBILITY OF. THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITI STAND THE ADOR7ONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE' OR MASONRY. . • • • W0 APPLICATIONS ANCHOR TYPE BRASS WOOD BUSHING 1" MIN. PENETRATION 1,11,1 :111;11 1 -- 1.1 r -r-r� }. r 1/4' ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION DIA. 1/4" 1/4" SPAN 88' SPAN 1/4-20 88" SPAN 105' SPAN t#WAZYZ> WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1' MINIMUM TREAD PENETRATION air 5/18" 123° SPAN 14.:el:S.VrarTir:Z> WOOD LAGS' 1° MINIMUM TREAD PENETRATION 7118 123' SPAN 123' SPAN 88" SPAN 105' SPAN 123' SPAN Sr SPAN 88' SPAN 105' SPAN 88" SPAN 105' SPAN 123' SPAN 68" SPAN 88" SPAN 105' SPAN 68' SPAN 88° SPAN 105' SPAN 123' SPAN 1/4' ELCO PANEL MATES 17/8" MIN. THREAD PENETRATION 114" 88" SPAN 123' SPAN 88" SPAN 105' SPAN 1111011111111111 D 11:1111211 14 13 5 13 13 • • _ 8 .. 4 . 11 ....11 . 9 4 4 6 7 8 3 3 4 3 11 16 • 13 14 11 • 12 6 10 4 3 18 13 . 10 . ... 13 •• 13 . 16 13 7 .. 13 . 13 14 7 . 6 9 10 12 4 5 8 4 18 13 16 13 16 13 8 5 11 9 7 8 13 13 13 13 11 6 12 5 16 16 16 15 13 13 9 5 12 9 8 7 13 13 12 7 13 13 13 6 16 13 8 14 11 6 12 6 10 4 3 16 13 8 ... :.1.3.. ....13..._. 14 11 .:... 13 .... ' 13 12 6 5 8 9 10 . 4 : 3 5 : 4 12 12 5 • 12 : .. 12 . ..9 4 3 6 7 . 8. 3 3 4 3 15 ... 13. 12 8 10 • 4 18 _ 13 14 . 7 12 4 18 1 13 9 13 16 8 7 10 14 5 _ 6 6 15_ 1 P. . 13 12 6 5 8 9 _ 10 4 4 5 4 • ..gairimaimmosmorar 4 15 : 13 6 13 13 _ 12 ...... 3 .... 5 8 ... 10 4 4 . 5 . 4 E:' 10 7 4 10 • 10 8 3 3 4 3 • :UP. TO.91.4 PSf • CONNECT! I N TYPE " • 12 6 5 9 3 9 4 4 3 12 9 . 8 • .9 .•. 4, 4 . 3 D E ROBERT : MONSOUR, PE EB- 0008024 vim cl,GA€ Eausc, rtC Amtpumeadh 1004" , : APPROVED AS COMPLYING WITH THE SOUTH LI• 1 BUILDING CODE DAT '+ .-. 9 BY .. PRODUCT CO 01 D'V'.S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4$ -QIr -0 • • • • ••s•• • •••• • •••• • •• •• • • • • • • • REVISIONS 09/11/98 • cia • 5 • 4C • • • • 1 •• • • • •••• • •• • ••• • • ••• •• • • • •••• •■ • •.• • 41 AVI II L SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 0 n I c Type Insp'n Fill aQ ! I5 Permit No. 13P05- (::j Name D Lu( th Address ca; N� q25 Company N+'O, rJ/ Phone # Inspection Date Approved Correction Re- Insp'n Fee Date Approved Correction Re- Insp'n Fee 3164. MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Buil . ing Inspection Request d(9 Type Insp'n '6-e. on ` SIepS. Permit No. EP 06 • 4 ICJ Name D o u id pi I v Address 32A0 i'4t_, C. 4 Company . ' Cillikr Phone # Inspection Date qh to :zi/745- G� e / 2 ' S t.wos - z/z-. /0 i/k/O AMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 0 n I Type Insp'n F' I I °p is. Is Permit No. 'PO5-4 2J 1 Name D1 V ( t - Address Nit C 2-v Company Mftn Phone # Inspection Date Approved Correction Re- Insp'n Fee PERMIT # 5 4 v ■ :A N CONTRACTOR: �N SUBMITTAL DATE: ,_ ijJ 0 PROJECT TYPE: I fit �. eel 05 P 5I)0)0S . ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRS /DERM PLUMBING - MECHANICAL �� N �� OC r c� BL I :. / 7 // OJ � , /67/i/6- 3 14111' I/ MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date qt�� Type Insp'n Wi t'J CDOCUS Doors . Phone # Inspection Date Approved Correction Re- Insp'n Fee c1h Permit No. P'03 4(37 Name P ) Iley i o. 1 d. Address 526, i t 9LS-- Compan K e N & w_,d . fri4e1 96(0 Gdolikt) AAA/ a •s i g "x ,!6 e.e/ / �' ,,) k /tJ it__ 40 ‘a, - 1 I dgeifrik.11 Pvonee Ail") tatTA i L o Co Loans k7 J24)-(47 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -467 Printed: 7/13/2005 Applicant: DAVID PILLER Owner: PILLER DAVID JOB ADDRESS: 326 NE 92 ST Contractor NELSON & NELSON Local Phone: 786- 554 -1515 Parcel # 1132060136470 Fees: Description Amount FEE2005 -5457 Structural Fee $50.00 FEE2005 -8535 Structural Fee $50.00 FEE2005 -8536 Structural Fee $25.00 FEE2005 -9518 Building Fee $600.00 FEE2005 -9519 CCF $12.60 FEE2005 -9520 Training and Education Fee $4.20 FEE2005 -9525 Technology Fee $15.00 FEE2005 -9526 Scanning Fee $24.00 FEE2005 -9527 Builders Bond $300.00 FEE2005 -9537 CO /CC $50.00 FEE2005 -9538 Submittal Fee ($250.00) Total Fees: $880.80 Total Fees: $880.80 Total Receipts: $0.00 JUL 21 PAID 1114 Signed: (INSPECTOR) Building Permit Contractor's Address: 6600 NW 27 AV Page 1 of 2 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 LOT 9 & LOT 10 BLK 48 LOT SIZE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Permit Status: APPROVED Permit Expiration: 9/28/2005 Construction Value: $20,500.00 Work: REPLACE TILE IN BATHROOM, RELOCATE WALLS CHANGE WINDOWS DOORS REMOVE ENTRANCE ADD RAILLINGS ON Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: