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Multiple (2)Inspection Date: 12113/2005 Inspector: Devaney, Michael Owner: None, None Job Address: 118102 ST Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Project: <NONE> Permit Type: Imported Permit Inspection Type: Rough Work Classification: <NONE> Phone Number Parcel Number Block: Lot: 1131010220120 Contractor. MESA BROTHERS INC Phone: 305 - 261 -6000 Buildinn npnartmpnt Cnmmpntn 118 NW 102 ST Passed Inspector Comments �r J? 0 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 13, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village -- -- 10050 N.E. 2nd Avenue Miami Shores, FL Phon y�05)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/28/2005 Inspector: Levrack, James Owner. ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Miami Shores Village, FL 33138- Permit Type: Imported Permit Inspection Type: Top Out Work Classification: <NONE> Phone Number Parcel Number 305 - 759 -3275 1131010220120 Project: <NONE> Block: Lot: Contractor. Ruiltilinn npnartmpnt Cnmmpntc Wednesday, December 28, 2005 Page 1 of 2 Inspect o e s �- d Passed _ / 2, - 3 Failed El /7 A� %'l� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re4nspection fee is paid. Wednesday, December 28, 2005 Page 1 of 2 Inspection Date: 1212812005 Inspector. Levrack, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: Suildina Denartment Cnmments Permit Type: Imported Permit Inspection Type: Top Out Work Classification: <NONE> Phone Number Parcel Number Block: Lot: 305 - 759 -3275 1131010220120 Wednesday, December 28, 2006 Page 2 of 2 Passed E] Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, December 28, 2006 Page 2 of 2 Inspection Date: 0312112006 Inspector: Grande, Claudio Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 ST N 1N Miami Shores Village, FL Permit Type: Imported Permit Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)462 -5533 Parcel Number 1131010220120 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina Denartment Comments !/ Inspection Worksheet Passed F�l Miami Shores Village Failed EJ_ 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0312112006 Inspector: Grande, Claudio Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 ST N 1N Miami Shores Village, FL Permit Type: Imported Permit Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)462 -5533 Parcel Number 1131010220120 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina Denartment Comments Monday, March 20, 2006 Page 2 of 2 !/ Inspector Comments Passed F�l Failed EJ_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 20, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL n Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/21/2006 Inspector: Levrack, James Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Miami Shores Village, FL 33138- Permit Type: Imported Permit Inspection Type: Plumbing Work Classification: <NONE> Phone Number (305)462 -5533 Parcel Number 1131010220120 Project: <NONE> Block: Lot: Contractor: Buildina Deoartment Comments SEWER CONNECTION% 4- J s Passe Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 20, 2006 Page 2 of 2 ow ! ►.,.. Inspection Date: 0410612006 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Final Owner: ROBINSON, DEBORAH ELIZABETH Work Classification: Electric Job Address: 118 102 Street NW Miami Shores Village, FL Project: <NONE> Phone Number (305)462 -5533 Parcel Number 1131010220120 Block: Lot: Contractor: MAJESTY ELECTRIC SERVICES CORP Phone: 305 -825 -2680 Building Denartment Comments Wednesday, Aprils, 2006 Page 2 of 2 Inspector Comments Passed E�K Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, Aprils, 2006 Page 2 of 2 Inspection Date: 03/01/2006 Inspector: Devaney, Michael Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Miami Shores Village, FL Project: <NONE> Block: Permit Type: Imported Permit Inspection Type: 5' Work Classification: Electric /� I � pt-1- e �� Phone Number (305)462 -5533 Parcel Number 1131010220120 Lot: Contractor: MAJESTY ELECTRIC SERVICES CORP Phone: 305 -825 -2680 Buildina Denartment Cnmmpnfn Inspection Worksheet Miami Shores Village Passed 10050 N.E. 2nd Avenue Miami Shores, FL ►' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/01/2006 Inspector: Devaney, Michael Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Miami Shores Village, FL Project: <NONE> Block: Permit Type: Imported Permit Inspection Type: 5' Work Classification: Electric /� I � pt-1- e �� Phone Number (305)462 -5533 Parcel Number 1131010220120 Lot: Contractor: MAJESTY ELECTRIC SERVICES CORP Phone: 305 -825 -2680 Buildina Denartment Cnmmpnfn Tuesday, February 28, 2006 Page 2 of 2 Passed © Inspector Comments s � Failed a Correction -Needed o Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 28, 2006 Page 2 of 2 Bill To DEBORAH ELIZABETH ROBINSON 118102 Street NW Miami Shores Village, FL Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Invoice Report Invoice Number: imp -3 -06 -24313 Invoice Date: March 30, 2006 Permit Number: EL2004 -273 Permit Type: Imported Permit Date Fee Name Fee Type Fee Amount 03/30/2006 Renewal /Extension Fee Calculated $100.00 Total Fees Due: $100.00 Payments Date Pay Type Check Number Amount Paid Change 03/3012006 Check 5181 $100.00 $0.00 Total Paid: $100.00 Thursday, March 30, 2006 Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) .\ Owner's Address [i ( P W, 1 City Tenant/Lessee Name 'SEP I 7U, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. :aL Plumbing Mechanical Roofing V i1 U j. Phone # q .— 3 2 State �4 �� Zip '33 Phone # Job Address (where the work is being done) 4 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 6 -f --&7 Phone # City Qualifier State rt Zip 3,3 0 Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City ' State Zip $ Value of Work For this Permit 4, 501 o Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: []Addition / ❑Alteration ❑New ❑ Repair/Replace ❑ emolition Describe Work: %E,0 /fi C�� 0l b 6 D ANIC �,1 d4w l� fl X)6-&) Soo J900 &6;e * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $� ' V Permit Fee $ /dam'' �'� Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lenders Address City State Zip 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, COMMENCEMENT." CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF 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 a charged. Signature ^Signature Owner or Agent >> Cnntractnr The foregoing instrument was acknowledged before me this r day of, 20 J by IYI who is personally known to me or who has produced. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: * _ r, * MY COMNIISSION 4 DG ,9114763 It s '1 l Thru o ry puulic Unoa,ic,[ers My Commission Expires - The fore oing instrument was acknowledged before me this day of —& 6, 2006' by iGitC_C( j 2 who is personally known to me or who has produced �VU a`.i(,. (� �� Zn-4t0as identification and who did take an oath. NOTARY PUBLIC: Sign:. Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Examiner Engineer chc7/7 /03 Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/4/2005 Applicant: DEBORAH ELIZABETH Owner: ROBINSON JOB ADDRESS: 118 NW 102 Contractor MAJESTY ELECTRIC SERVICES CORP Local Phone: 305 -825 -2680 Electrical Permit Permit Number: EL2004 -273 ROBINSON DEBORAH ELIZABETH ST Contractor's Address: 8704 NW 112 ST Page 1 of 1 Parcel # 1131010220120 Legal Description: GOLD CREST A SUB PB 21 -56 LOT 4 AND BLK 2 W1/2 OF LOT 5 LOT Fees: Description Amount FEE2004 -9509 Building Fee $100.00 Total Fees: $209.10 FEE2004 -9510 FEE2004 -9511 CCF Notary Fee $1.20 $5.00 Total Receipts: $0.00 FEE2004 -9512 Technology Fee $2.50 FEE2004 -9513 Training and Education Fee $0.40 FEE2005 -4266 Building Double Fine Fee $100.00 Total Fees: $209.10 Permit Status: APPROVED Permit Expiration: 4/5/2005 Construction Value: $1,500.00 Work: REPLACE OLD 200 AMP PANEL FOR NEW 200 AMP PANEL 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: Inspection Worksheet Miami Shores Village 10050 N.E 2nd Avenue Miami Shores, FL PhoneW5)795 -2204 Fax: (305)756 -8972 Inspection Date: 0112312006 Inspector: Grande, Claudio Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Miami Shores Village, FL Phone Number 305 - 759 -3275 Parcel Number 1131010220120 Project: <NONE> Block: Lot: Contractor: E R CONSTRUCTION Phone: 305 - 220 -0628 Buildina Department Comments Friday, January 20, 2006 Page 2 of 2 Passed Inspector Comments 'c-re" ,) Un (nJ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, January 20, 2006 Page 2 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 % / / 0 / n Tune Type Insp'n For Inspectors /3 JD) Name Date Approved 2 Correction Re- Insp'n Fee ❑ oe Type' Permi Name Addre MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Company Phone # 0 For ins torJ 5 Name Appro Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date ` �! s, Time ?'° -7 a Type Insp'n Permit No. ` 0-at Is Name Rot? to _Qa �! P Address A/ Compan qvm'-L- Phone # -7j 7 Sr For Inspector: Name &Date Approved ❑ Correction Re- Insp'n Fee ❑ 9e ,dU5,. NOV i G 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Phone # Inspection Date I Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI MORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Ins r (� For Inspeetor: Approved Corr Ci m i� Name & Date Re- Insp'n Fee --^ s MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time r � Type Insp'n P� Permit No. f Name Address 1' K/ - '^ Company U Phone # 3)? P For Inspector: o N e a Approve Correction I_, Miami Shores Building Department T____�:] Product Approval Schedule / Comparison Chart. Address: I JA) 0 u� _ erliiit No. tr(6- Lite, , Opening D Description of Window or Door or Mullion Product Acceptance Number Product Approval Desi n Pressure Opening Design Pressure Rough O enin Size Shutter Required Yes / No Riuilion Required Yes 1 No Impact Iles I No PSF ( -) PSF ( +) 1'SF ( -} PSF i l idddv-) a _ eS -n& , .. U � fn o o e ooses • •0000• • • 0.00•- •••. <. 0000• • • 0000 • • -• ,0.; •• • 0000 0000•• • • Jan 06 06 03:42p Gina 9544471892 p.1 • • • • • • • • • • • • • • • • • • • • • • • • • . • • • •• • • • • Narge!Deborah Rm�inson Address: 118 NW 102 Street '. : Uia� 4brDs =L 343X 50 ••' :Plori®'c32J!� Ua-Ws i YEA m W, r• Ar 1 �y Li " PI! M w �P COPL�JA BOUNDARY SURVJEV: . ... . . . . ... . . . . ... A) DEBORAH ELIZABETH ROBINSON B.) C.) D -) t+ t •:•••• ,. •••• • • • •• `. ..�.•.r:,�. " ^"' V REMAINDER O LOT- BLOCK-2 •••••• •• •• •• •••••• • • `�`oyF ail •• ••i • •• I ap�jl I 4n ,�,I.a,1.,�..,. �f � �:� r�u� Y Pmt{ tr a� car 'f 4 N 1;t? �1 t1m iII t 4'-��eu�+' METALjj SHCD goo r 107.50' �{ LOT-3 BLOCK-2 EE t3 P#f � �fi �5 a, 0 A �(\ Ile EE, rr W M tt -n- This property described as: c— Lot 4 and the West of L,ot 5, Block 2, z 15 GO]:,D CREST, according to the plat- W M thereof, as recorded in • Plat Book 21, Page 56 ►Il - 41- of the Public Records of Dade County, Florida. Note: Underground encroachtn,�nts and 00 0 0 0 0 9 *1 00 Z 0 Utilities, if ally, not locatod. D FLOOD ZONE: X RI PE TY OF: Robinson,' bebroah E . , 118 N.W. -7 Not valid unless embossed A BOUNDAI ZY__ "M With Surveyor's Seal. I heivby (."ftify that tire sur�vti rr-r,le- ENGINEERS -LAND SURVEYORS -LAND PLANNERS sented hereon meets the minit-ritini technical standards wt forth by the Certified To: Kingsb2y Mortgago Company, Board of land surveyors pilritlatit to office address: 4080 S.W. 84th Avenue, Miami, Florida 33155 section 47?,027, 1 Li. Statute,. there are 10 Norwalk Title Company, American Title insurance no �' ; Mailing address: P.O. Box 561131, Miami, Florida 33156 1: Company and Robinson, Deborah F. z 7- 7 LL C-, (6 A �(\ Ile EE, rr W M tt a P1, ' it ng orl r) ----------- Fla, V? !,1nd N". DATE SCALE DRAWN BY DRWG. NO �Y 189-176, -n- 31� r -16) RI PE TY OF: Robinson,' bebroah E . , 118 N.W. 102nd Street, Miami �L2L2 Z Not valid unless embossed A BOUNDAI ZY__ LAN N E S and GARCIA, INC. With Surveyor's Seal. I heivby (."ftify that tire sur�vti rr-r,le- ENGINEERS -LAND SURVEYORS -LAND PLANNERS sented hereon meets the minit-ritini technical standards wt forth by the Board of land surveyors pilritlatit to office address: 4080 S.W. 84th Avenue, Miami, Florida 33155 section 47?,027, 1 Li. Statute,. there are no �' ; Mailing address: P.O. Box 561131, Miami, Florida 33156 a P1, ' it ng orl r) ----------- Fla, V? !,1nd N". DATE SCALE DRAWN BY DRWG. NO �Y 189-176, M IAMIM DE • • • • • • •M'IAMRDAM COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) •' • .'. 1400 "0 �(:LtI STREET SUITE 1603 PRODUCT CONTROL DIVISION : . • • • MME FZORIDA 33130 -1563 • • • • • • • (x305) 375 -2901 - FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildinecodeonline.com 1 Stop Hurricane Shutters, Inc. .... .. ... .. _ 13791 S.W. 31'` Street • • • Miramar, Florida 33027 - • • v • - • L. • 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -364, titled "HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated 10/17/2002, last revision #2 dated. 12/20 /2004, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by � HHelm A. �Makar, P .E. �r A,4'� NOA No 05- 0516.02 is / Expiration Date: 06/16/2010 Approval Date: 06 /16/2005 Page 1 F,rint inigrmation: f': \r L.1 \KA \GAUU \GaddU.5 \ASGL \US -2i1 \KS \U.S- Z /1- JWK.dwg Wantu U1/2S /ZUUb U4:bb:34pm Ul /: ti FLORIDA BUILDING CODE 2004 DESIGN WIND LOADS FOR COMPON 14 'CL ADDING WALLS AND VERTICAL SURFACES ' • ' *"a BUILDINGS WITH A PEAK ROOF HE1t;H' : >D( ttEI!r-' . :;• BASIC WIND SPEED= 146 MPH - EXP+d6b5t'C' .;. Ind = 0.$5: GENERAL NOTES: 1 COMMERCIIADL CONSTRUCTION AND ARE NOT APPLICABLE T & ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF THEE FOLLOWING DES GNIOCRITERIRA ARE USED S AND CLADDINGS. A. PEAK ROOF HEIGHT GREATER THAN 60 FEET. CCB. EEXXPPOCSUy�RNE�CATEGORY, ASE NOTED. � q� p� D. AN �MPORTANSCE FACTOR OCF 1 OGFOR�CATEGORYDII STRUCTURES,__NOT_VALID FOR ASSEMBLY OCCUPANCIES OR F ANY R OF S G. ENCLOSURE C THE EN BE AN OFFICIAL 0. TGLAZED OOFFICW H. POGRH TOAPC AREA IS ACCEPTABLE. THE BUILDING =1.0 FOR FLAT TERRAIN. NOT 3. POSITIVE LOADS �) SHALL BE BASED ON THE HEIGHT OF 4ABLE ATIOAPPROPRIATE MI&Y AT DIFFERENT FLOORS. ENTER 4. NEGATIVE LOADS FOR ALL FOORSHALL E BAS ED ON T T AOOkpPOA)HpTE OST AB 5. NDESIGVN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE BETAS DEfEFRMINED�6 TIXFIE BUILDING OFPFIOCIAL OCATEGORY ITE SHALL SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 6. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. Z DEDN DANCE TH THEU NCNE OF WINLOAS IACCOR W GENERAL NOTES. 8. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 9. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR TE FOR A SPECIFC SICTEE SHALL VERIFY THE USE IS 10. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL. .... . .. ... .. a ••• a a • • as • 16: 55 • •' 10 11= i�Q. See•Note 2G) HEIGHT FT. POSITIVE ZONE 4 & 5 NEGATIVE ZONE 4 NEGATIVE ZONE 5 15.0 57.1 - - 25.0 63.6 - - 50.0 73.6 - - 75.0 80.1 -80.1 -129.8 100.0 85.1 -85.1 -138.0 125.0 89.2 -89.2 -144.6 150.0 92.7 -92.7 -150.2 175.0 95.8 -95.8 -155.2 200.0 1 98.5 1 -98.5 -159.6 250.0 1 103.2 1 -103.2 -167.3 300.0 1 107.3 1 -107.3 -173.9 GCpI = ±0.18 (See Note 2G) HEIGHT (FT.) POSITIVE ZONE 4 & 5) NEGATIVE ZONE (4 NEGATIVE ZONE (5) 15.0 42.5 - - 25.0 47.4 - - 50.0 54.8 - - 75.0 59.7 -59.7 -109.4 100.0 63.4 -63.4 -116.2 125.0 66.4 -66.4 -121.8 150.0 69.0 -69.0 -126.6 175.0 71.3 -71.3 -130.8 200.0 73.4 -73.4 -134.5 250.0 76.9 -76.9 -141.0 300.0 1 79.9 1 -79.9 1 -146.5 ONE PERMIT ONLY FORowGINALsiGNATURE J.w. Knezevlcn NALJO NLYm Professional Engineer FL Umnse No.: PE 0041961 1 a = 10% OF L FaAST HORIZONTAL DIMENSION, BUT NOT LESS THAN 3' -0 . h = PEAK ROOF HEIGHT IN FEET OR FOR ROOF SLOPES LESS RE L EAVE HSEH z = HEIGHT ABOVGROUND IN (U FOR POSITIVE LOAD DETERMINATION). Thornton- Tomasetti Group 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 522 -3690 . Fax (954) 522 -3691 • COA # 7519 Website: www.The Group.com Copyriqht 0 2006 Thornton- Tomasetti Group, Inc. BUILDINGS > 60 FT. FLORIDA BUILDING CODE 2004 COMPONENTS $ CLADDING EXPOSURE "C" 146 M.P.H., Kd =0.85 no date by desari lion 1 0'0 GENERAL GENERAL REVISION 2 11 /10 /O5 VJK GENERAL REVISION 3 01/23/06 W MODIFIED GCPI OPTIONS 'awn by MCR "" ` wK 03 -271 wK sheet 1 of 1 61 0 E c d 0 a O N n •d- 0 0 M n a N r rmi 1 0 r r 0 ,HEADEWCLG. MOUNTED IzE GENERAL NOTES 1. THESE APODnve: n .048 "L,� 966" -875•• 83�• # t2 2 4+2 in Ni # i i•i • -�-rt • T.E. • • • 10 I 1.193 ". ..::.;, U V^li -� N Em. H READER -W TALL MOUNTED j 3 993" 52" 33 47 OADAPTER SLAT SCALE: HALF SIZE N aSi2" e°:r 45 ° . 4 SLATS D'SCALEs SIZE A •.875" .483" .945" '2) t3 2 • • OKS 2 o in t; HBO" t1 ° 1 1 No%,t 9 r t � #3 (T P2) ••• . d7 6 il gVC •. • 2340. .620.. • to BUI ELD- OUTIWALL HEADER 2. TO VERIFY THAT THE ANCHORS AS 'TESTED ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE' IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE TIdR Dncm...r 4. TH�SE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FO SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE A0006vw: IL; pg.. 6' sCALLLE�HAALF MOUNTED 4 J. SILL TOP SCALE: HALF SIZE 0 55'=� (TYP.) .. ===Jli 1.533•` f - .055' .50C nSEA E SWAOF7s E. OCE LM'LMATE 1 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROYAI DOCUMENTS .WILL VOID o 6 4 THE APPROVAL DOCUMENTS. & 8. WHEN THE SITE CONDITIONS DEVIATE ROM THESE APPROVAL DOCUMENTS, THE N in BUILDING OFFICIAL MAY ELECT ONE OFF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND L-0151010. SEALED 8Y A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL PRODUCT ENGINEEREFOR REVIEW AS ACCONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 2" MIN 5" CENTER MATE 2 STAINLESS STEEL ASSEMBLY .320110 HOLE 1" B) REQUIRE THAT HONE =TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND MAX. TYP,ATt11ER1(OTHER SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE SACNAGA F SIZE t2 -ROLLER ASSEMBLY ZONE AREAS, ONLY OPTION "B" SHALL SE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: SCALE: HALF SIZE 1 STOP HUH— A- anylIEB9,BYC • M9AM2-DADEF�x�! �APPROyELt • 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 2.373" / —'472" I.D. WITHIN 18" OF CENTER.(VERTJ. LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. .158" 4 " 612" O:D. t It STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. �- •1' 12. ALL SCREWS AND BOLTS TO BE 20 4 -T4 ALUMINUM ALLOYS OR GALVANIZED STfEi WITH A MINIMUM TENSILE STRENGTH OF 60 KS 1, U O N • 1 1" I I^ '211 L #i POP RIVETS TD BE 3/16 "Q+, 5052 ALUM. ALLOY, U.O.N. I f 13. TOP AND BOTTOM DETAILS. MAY BE INTERCHANGED AS FIELD CONDITIONS' REQUIRE. 1.350" 500" p5 14. FLOOR TRACKS MAY REMOVABLE AT NON - STACKING LOCATIONS. USE 076 REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. MPRKMQ 15 THIS SHUTTE 9a CELNTERLMATE 1 tw�toaolWG It00) 1 Q 1 " r--r1 i i 485" 1 I I 1 i I o "r A`. I I lop BOTTOM A cAw4m ' @$USHINGS SCALE: FULL SIZE s E LW ER LMATE 2 C LO(KNG rte) 11V UM SE4 N= STEEL OINSERT • 1IS SCALE: HALF SIZE � 74. SOCbNG SARM: 360" 10 50'• 80" .375" R .435" 35 R e as campbus with the .505" R m (� rich % w (fate L' 211" R 150" .315" R fi tal adON i� t = .200" R SYSTEM 2S PATENTED WITkI THE U.S. PATENT AND TRADEMARK WALKOVER SILL OFFICE, PATENT No. 5,755,270. 15 1MNG CUP FL R MOUNTED LOCKING ARM ALIGNMENT INSI SCALE: HALF DE HANDLE SIZE 1 SCALE: HALF SIZE 17 SWI G SN�YEI.ON) t8 SHIM (NYLON% o —y p ml 0 O U [C' U ca Z O IOU c Z o nom6a cc o Q O Ua u N � ./ -aa g M a ]Of-d T i• � xO . lr. AVE N a C�o 0- vv'': u U T �- i,1 0 SCE o ++ 55, `rM i{ •^ 'Yf 3 c m Ci t'V ® V) o —y p ml 0 O U [C' U � Z Z aW O m �I`OO IF- W N r,, I o nom6a cc o =1-m66 M!Jqm ZmlLlnd u< x 01 ��ad'zx a ]Of-d T i• � xO . lr. o. m a a C�o 0- FL U) T �- l JV . Knezevid Pmfegbnal Engineer Fl LkcMe" PE 0010483 RAW 2005 10117/2002 dw4ft aw 05-364 sheet -1-a- ff 7-1 o .p 0 E n 00 d- CV 0 0 a h �r 0 0 v 0 M 1 o ,I N d- m I M LO i CL .&j m 0 CLi C 0 v v 0 v v U Y v 0 v i c Q v c C L i I I I I l 7 F VARIES - NO LIMIT i• •i -i- • -• i� •i i- 'LAW U z SECTION TOP TRACK W CO Z 3 Z ✓IEiJ • .�• cc •: ••• S • Q.� •• W ��'T in' Q ZN d. `S U Q�IA Z —zx 30) -Od It, xif. IL M o- o O p^ r- IL _ ^ •• • •' • • ••• N • • • • • • • L^ w rn N ALT. LOCATION OF •• • 0 • • ••. .T l >L . MECHANISM 0. ATCSIDE .r. - U w ' w Z UJ :In a N LOCKING MECHANI i• •i -i- • -• i� •i i- 'LAW U z � W CO Z a O w wr,,OO I- 0CNr -I ✓IEiJ • .�• cc •: ••• S • Q.� •• W ��'T in' Q ZN d. `S U Q�IA Z —zx 30) -Od It, xif. IL M o- o O p^ r- IL _ ^ •• • •' • • ••• N • • • • • • • • s •• • 0 • • ••. .T l >L . BOTTOM TRACK CAN BE 0 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. 24" O.C. i0 SCHEDULE ACCEPTABLE P.) TER SEPAR u MECHLANISM AT CEINTER v EOCKIMAY BE INSTA LED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL PLAN VIEW SCALE= 3" tz 1' -o" USED YYCLH PI -m SAM LOCKING PIN SCALE: 1 -1/2" = 1' -0" SINGLE ARM LOCKING MECHANISM AT.CENTER OR SIDE OF SHUTTER. INSIDE OR OUTSIDE OF SHU TER NYLON HANDLE (OM NOT RHUa SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N:T.S. N.T.S. a SINGLE ARM LOCKING MECHANISM AT CENTER LOCK MAY SHUTTER. ILED ON NYLON �„ , INSIDE OR OUTSIDE OF SHUTTER _ SINGLE ARM LOCK N. . . FASTENER 24" O.C. (SEE ANCHOR SCHEDULE 2" Mir FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS -- (TYP.) 6 -1/2" T E FASTENER SCHEDU 3/4" MIN. 1- 1/.2:' MAX. 5 t] .4 &n5 SSE BLY ALUM. ANGLE W/ OPTIONAL 3/16,10 POP ACCESS HOLE RIVETS (a1 6" O.C. �- EXISTING / STRUCTURE TIONAL L _L / / ILL 5/8 "0 HOLE FR OM JOINT BETWEEN SEE SECT ON B ON SHEET 3 I TTOM OF EXTRUSION (4 REMOVABLE AND FOR COMPLETE INFORMATION -ORE ASSEMBLY FOR FIXED SILL USS HEAD BOLT (TYP.) RECONNECTION ANCHOR SCHEDULE FOR MAX. SPACING PIAN NEW SECnON S REMOVABLE FLOOR TRACK DETAIL K HING 2@ IF- 7/16" O.D. 0.63" LONG NYLON 111E BUSHING FROM #41 HT MANUFACTURED STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP Or BOTTOM) -7 1 .3/8" O.D. x 0.90" LONG NYLON. I I BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL MMWTFJMAa W/ XYLAN 5200 FLUOROCARBON WNU AM LOGO COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER OPTIONAL CLOSER HANDLE (TYP. TOP & BOTTOM) N.T.S. SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY MIN. SHUTTER SEPARATION- SCALE, HALF SIZE FROM GLASS. (SEE SCHEDULE ASTENER(� 24" O.C. SHEET 5). DISTANCE TO BE 3EE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER (a 24" O.C. OR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE NCHOR). HANDLE WHEN MOUNTED ANCHOR . ACCEPTABLE 2M INSIDE. 1 (TYP.) SINGLE ARM LOCKING -{ MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED. ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -o ". EE FASTENER SCHEDU - 3/4" MIN MAX. PLAN VIEW 1 "x1 "x1 /8" 3/16 "0 POP , JOINT BETWEEN REMOVABLE AND FIXED SILL GL OPTIONAL PLAN VIEW SCALE, 3" = 1'-0" I.) 6 -1/2" SEULY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING E `-SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE SCHEDULE FOR MAX. SPACING SECnON T OPTIONAL REMOVABLE FLOOR TRACK DETAIL crel F,4-- O �w complying with the 2 O M� au vQ 8 4 x �LL O w +� �Q O �� 3 •v � -:a tW- U z � W CO Z a O w wr,,OO I- 0CNr -I O nNM6OO) cc Xl-mino v W ��'T in' Q ZN d. `S U Q�IA Z —zx 30) -Od It, xif. IL M o- o O p^ r- IL _ ^ VT Knezevich Pmtessbnal EngkW FL Lkense No- PE 0010M ARR 23 2005 `__ 10117/20021 drayft :w. 05 -384 c 0 l' t ' o 0 0 EXISTING STRUCTUR WO 3/8 "0 POWER. ALK -IN Pa 3 -3/4" W/ 1 -1/4 MIN. EMB IN 3'KSI CONC. WITH 4 -1/2" MIN. . EDGE DST. OR FOUF 4 //. ".a J. �_ rr. -....� v I-- EDGE D15T. 1FJ EACH ••,% ANGLE ' .Y r n c°J n 0 0 0 Lq an OR D�OR 0 C U 3 v 0 co co U) .o Cv i m M i O i u v f-• i i 0 a 0 i V v v° 0 d c 0 U i 0 0 C C o. ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER BEAM iv SPAN SPAN 2" x 5" 5' -0" 9' -5" Tw = .125" Tf = .125" 8' -0" 8' -1" 10' -0•• 7' -6" 2" x 8" 5' -0" 14' -0" _ Tw =.072" Tf =.224** 10' -0" 10' -4" 2" x 9"* .51-01, 15' -5•' 8' -01- 12' -5" Tw =.072" Tf = .224" 10' -0" OR DOOR 8" MAX. : • : : :•: / --- -2" x 3" x 1/4" • • • • • • • / 6063 -T6 ALUM. AiVVI! . . . • • f-DBrAILS@ v@ THREE•s1t4 -•0 FkRL?$OLTO . ; ; ;, DRILL 7/16 "0 HOLE 1'iMIN. p��•a�M•BEAM (• •� B AM DRILL 5/16 "0 HOLE Tw • •• SL�1'EC�ULE BELOW FRR 1.13" 3- BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) °c 1/4- 00•S.S. MACHINE SCREW • '• •& O.C! USE THRU a • • e .l_v Ir R 1�.CCESSWLE AS • 1 • 9vHOWN•IN•I0ffTAN_ J 1.50 1.12~ 1.88" 1 1.88~ 1.12" _ f --1/4" MAX. 3. 0" z a. .4 -ALT. LEG DIRECTION N o! w TABLE 2 ~ tn S Q F (MAX. DESIGN LOAD * 72 PSF) TOPESUPPORT BEAM DETAIL NOTE: 1. USE BEAN,I SCHEDULE FOR DETAILS ANDU. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM rL OF SUPPORT TO fLOF SUPPORT. v7 ANGLE DETAIL USING CALK-IN ANCHOR SCALE s 3 "= 1'- 0" L DRILL 1 HOLE 5/16 "0 1.00" 0 0 0 N ED 1.50" . 3. 0" a_ne" V nn. OR DOOF "J I=L ANGLE DETAIL USING CRETE -EX ANCHOR SCALE t 3 "= 1`- 0" d �Owwo OR DOOR ir Www ==3 8 m�vi =Q 3: -& H<z TWO 3/8 "� POWERS CALK -IN (M 3 -3/4" O.C. : 3/16 "0 POP RIVEI . \\ EM R1 10.C.EK S EW N w�Z�d 6 —� Q NOUN 1 -1/4" F I (c� 6" O.C. (TYP.)- co W/ 1 -1/4 MIN- EMBED. IN 3 KSI CONC. iv AS�EMBL f�4 3/16 "0 POP RIVET & 5 OR a WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 0. OR #12 TEK SCREW @ 6" O.C. I 1/4 "0 ELCO CRETE-FLEX [� 3" O.C. W/ 1 -3/4" N AL. BEAM (SEE BEAM SCHEDULE ABOVE fOR EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH _ DETAILS Tf BEAM DESCRIPTION & I -MAX. HORIZONTAL SPANS) ANGLE '' �✓ V 1/4 -20 S.S. MACHINE SCREW & Tw NUT & 12" O.C. PROVIDE 1 "0 I 1/2" It TABLE 2 EMBED. `1/4 -20 S.S. MACHINE SCREW & NUT W2" O.C. PROVIDE 1 "0 ACCESS HOLE @) K SIDE FOR FASTENING ICCO FINISH TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENTR. 5/8" MAX. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD * 72 PSF) OWALL MOUNT SECTION - USING ALUM TUBE SCALES 3 a T-0' EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -7 SEE TABLE m : 3/16 "0 POP RIVEI W OR #12 TEK SCREW (c� 6" O.C. (TYP.)- co _ N 'a 4Q & 5 z ASSEMBLY — X Q 0. 4" 1 MIN. ACCESS HOLE IN BOTTOM OF ACCES' EMBED. t -FOR WOOD PLATE USE 1/4 "0 BEAM OR USE THR BOLT AS S.S. LAG SCREW W/ 1 -3/4" HOLE SHOWN IN DETAIL PENETRATION INTO WOOD PLATE @ 12" O.C. 22" 3" 1/4" TWO 1/4"0 S.S. LAG SCREW 6063 -Tti ALUM. ANGLE PLYWOOD AND 24" O.C. MAX. W/ 1 -3/4" EExx TTN 55 gg THREE -1/4 "O THRU BOLTS STUCCO FINISH PENETRATION IN CENTER OF MUNBRE MAX ALT. LEG DIRECTION 5/8" MAX. STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD* 72 PSF) (MAX. DESIGN. LOAD* 72 PSF) OBOTTOM SUPPORT BEAM DETAIL WALL MOUNT SECTION - USING 2" x 6" P T WOOD PLATE SCALEs 3' \'^`//SCALE: 3 a 1,-0- -5/8" MAX. C4 CONNEC ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. zW a� W �,am (s C ALE: 3' V- IDE MOUNT SECTION as I, 4" 4X. i �..1 " Z., V C n a cu a C� a O H v R, o a a r~ i3 R r1m HU z m z w w O r'00 FF- F OO M O v cxo t,m►o6 4 z < In X41 Z IN�XLL " t a. M IL O 0 t.. F N r 1-- V J. Kne Proressbnei FL Ucense NW. AM 21-2005 I-"" 1-0/17/20021 dmw" no. 05 -364 01 a 0 :n °o n a- 0 c u v a 3= -o 0 4 Loco 1 y .n 0 v>! v i r a� 0 P U O V C i c 0 U t i c 0 0 `o c a` .r + SEE TABLE 2 SR g DSOOR -- 2 • • ••• • • M ••• ' i • • •• •' EXISTING CONCRETE, MASONRY •• •• •• • E504TIft CObItRITt. f1A?0NRY OR ANCHOR STRUCTURE. SEE a OR WOOD STRUCTU E. E EXISTING CONCRETE, MASOP ANCHOR SCHEDULE, TYP. • • OR WOOD STRUCTURE. SEI C2 CONNECTION TYPE ANt'Ht7R SfHEDULE, Y ANCHOR SCHEDULE, TYP. - REFERENCE ANCHOR O• Ea. SCHEDULE FOR MAX. SPACING 5/8" MAX. ROLLER ASSEMBLY Q_ ' ' ' ' ' m • ' 2" TYP. EVERY OTHER PT�NN : : •• • •� • : • C4 CONNECTION TYPE +•• •• • REFERENCE ANCHOR 2 SCHEDULE FOR MAX. 1/4" MAX. SPACING •• • • • 1 1/4" Z Qr •• :•: • : MAX. EDGE 4 aw DIST: CL LAm SEf.TA� 2• ' : ..' ry �- C2 CONNECTION TYPE SCHEDULE FOR MAX. SPACING 5/8" MAX. OWALL MOUNT SECTION SCALE: 3" a T -0" t ISTING CONCRETE, MASONRY WOOD STRUCTURE. SEE CHOR SCHEDULE, TYP. REEF ONNECf ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING CONTY 11 CONT 11 CONT-i L-TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @) 12" O.C. (TYP., TOP & BOTTOM) GGLLp SEE TABLE 2 D OR OOR 80--�- ... BE FROM ONE ANGLE 012"FF om BOTH ANGLES (TYP -)- SPACING BUT DO NOT EXCEED 6" SPA NG 12" 11 CONS CONT. "-11 CONT EMBED. 5/8" MAX. NOTE: BOTTOM MOUNT DETAIL MAY BE'USED AT TOP. OBUILELD -OUT MOUNT SECTION Lo (al 6" O.C. (TYP.) I-1/4" MAX. w1: tn -OPTIONAL FASTENER W ° - LOCATION IN LIEU OF ANGLE SUPPORT'- STAGGER CONT. - FOR LARGER SPANS : TWO 2" x 5" AL. ANGLES E•SCHEDULE 1 TYPE Q Q a REFE C1 CONNECTION TYPE SCHE REFERENCE ANCHOR SPAC SCHEDULE FOR MAX. EXCEL SPACING r- 1/4 -20 MACHI SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE Z NNECTION TYPE ANCHOR SCHEDULE, TYP. O My 3ENCE ANCHOR f'1 j ' j )ULE FOR MAX. 2" x 2" x .050" ALUM. TUBE NG BUT DO NOT MB TYP. TOP & BOTTOM dp D 8 -1/2" SPACING 4u JE BOLT W/ _ — v -12. E ' V (TYP., TOP = 1/2" a i lF, a O ��+ .5T o MAX. WE ° 1/4" MAX. c O w o h �a E Q� Z ° 5 aw Q aw v)J to 0.' N-j a° to 3a SEE TABLE 2 1/! OF- it pFa #-1 N Jw ) ~ J O L q v a0 OR D00R D Xw 3- 3/16" wN MAX. X r Mp U° S to � w� -1/4" j5 t- MAX. p 1/4" & BOTTOM w ° MAX. cob GONNELTION TYPE I ANCHOR 1/4" OFF CENTER C1 CONNECTION TYPE REFERENCE ANCHOR C5• CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2,. SCHEDULE FOR MAX. SPACING SPACING MB 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE Q 1` /8" MAX. �CEILING/INSIDE MOUNT SECTION BUILD -0UT MOUNT SECTION B SCALEt 3" a -0" �' 1 3" 1 EXISTING CONCRETE, MASONRY -1/2' -1/2' OR WOOD STRUCTURE. SEE I ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION T p 24" Max. O.C. YPE _ REFERENCE ANCHOR EXISTING WOOD OR NUT @ 1 MACHINE (TYP., OP . SPACING E FOR MAX. STUCCO FINISH I & BOTTOM) MATERIAL 2 TYP. TOP & BOTTOM '8" ROLLER ASSEMBLY Q w i.: 1/2" 2'• TYP. EVERY.OTHER PINw 0 1/2" MA} \tj 2 1/4" MAX. #14 SMS 24" 1/4" MAX. O.C. MAX. IN BETWEEN TRUSSES - <w z <- ww am SEE TABLE 2 a d J 8 I-w Na L t� !n =Z pLLi OR q� DOOR 0 w OF- JJ F- X� ao a_j SEE TABLE 2 a w Xu 2 -7/8' N QW EN A X Fu a w(A nMAX. w W-1 �.1 F w M 1 " 1/4" MAX: J 41/2" �- EMBED. — C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8 ". MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. BUILD-OUT MOUNT SECTION F SCALE: 3" a T -0" — 3a SkAb oR B. �F- Iw- 3/16 "0 POP RIVET co OR #12 TEK SCREW = o @ 6" O.C. (TYP.) -- • EXCEED 8 -1/2" SPACING X fu ASSEMBLY= a wN 1" x 1" x 1/8" E W ALUM. ANGLE W/ 3/16" is POP RIVETS @ 6" O.C.t 1/4" MAX. �- C2 CONNECTION TYPE SCHEDULE FOR MAX. SPACING 5/8" MAX. OWALL MOUNT SECTION SCALE: 3" a T -0" t ISTING CONCRETE, MASONRY WOOD STRUCTURE. SEE CHOR SCHEDULE, TYP. REEF ONNECf ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING CONTY 11 CONT 11 CONT-i L-TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @) 12" O.C. (TYP., TOP & BOTTOM) GGLLp SEE TABLE 2 D OR OOR 80--�- ... BE FROM ONE ANGLE 012"FF om BOTH ANGLES (TYP -)- SPACING BUT DO NOT EXCEED 6" SPA NG 12" 11 CONS CONT. "-11 CONT EMBED. 5/8" MAX. NOTE: BOTTOM MOUNT DETAIL MAY BE'USED AT TOP. OBUILELD -OUT MOUNT SECTION Lo (al 6" O.C. (TYP.) I-1/4" MAX. w1: tn -OPTIONAL FASTENER W ° - LOCATION IN LIEU OF ANGLE SUPPORT'- STAGGER CONT. - FOR LARGER SPANS : TWO 2" x 5" AL. ANGLES E•SCHEDULE 1 TYPE Q Q a REFE C1 CONNECTION TYPE SCHE REFERENCE ANCHOR SPAC SCHEDULE FOR MAX. EXCEL SPACING r- 1/4 -20 MACHI SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE Z NNECTION TYPE ANCHOR SCHEDULE, TYP. O My 3ENCE ANCHOR f'1 j ' j )ULE FOR MAX. 2" x 2" x .050" ALUM. TUBE NG BUT DO NOT MB TYP. TOP & BOTTOM dp D 8 -1/2" SPACING 4u JE BOLT W/ _ — v -12. E ' V (TYP., TOP = 1/2" a i lF, a O ��+ .5T o MAX. WE ° 1/4" MAX. c O w o h �a E Q� Z ° 5 aw Q aw v)J to 0.' N-j a° to 3a SEE TABLE 2 1/! OF- it pFa #-1 N Jw ) ~ J O L q v a0 OR D00R D Xw 3- 3/16" wN MAX. X r Mp U° S to � w� -1/4" j5 t- MAX. p 1/4" & BOTTOM w ° MAX. cob GONNELTION TYPE I ANCHOR 1/4" OFF CENTER C1 CONNECTION TYPE REFERENCE ANCHOR C5• CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2,. SCHEDULE FOR MAX. SPACING SPACING MB 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE Q 1` /8" MAX. �CEILING/INSIDE MOUNT SECTION BUILD -0UT MOUNT SECTION B SCALEt 3" a -0" �' 1 3" 1 EXISTING CONCRETE, MASONRY -1/2' -1/2' OR WOOD STRUCTURE. SEE I ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION T p 24" Max. O.C. YPE _ REFERENCE ANCHOR EXISTING WOOD OR NUT @ 1 MACHINE (TYP., OP . SPACING E FOR MAX. STUCCO FINISH I & BOTTOM) MATERIAL 2 TYP. TOP & BOTTOM '8" ROLLER ASSEMBLY Q w i.: 1/2" 2'• TYP. EVERY.OTHER PINw 0 1/2" MA} \tj 2 1/4" MAX. #14 SMS 24" 1/4" MAX. O.C. MAX. IN BETWEEN TRUSSES - <w z <- ww am SEE TABLE 2 a d J 8 I-w Na L t� !n =Z pLLi OR q� DOOR 0 w OF- JJ F- X� ao a_j SEE TABLE 2 a w Xu 2 -7/8' N QW EN A X Fu a w(A nMAX. w W-1 �.1 F w M 1 " 1/4" MAX: J 41/2" �- EMBED. — C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8 ". MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. BUILD-OUT MOUNT SECTION F SCALE: 3" a T -0" — /2" 3U B. C2 CONNECTION TYPE REFERENCE ANCHOR co SCHEDULE FOR MAX. SPACING BUT DO NOT P aNn d' EXCEED 8 -1/2" SPACING 5/8" MAX. 'Nmmm BUILD-OUT MOUNT SECTION Ci V fn MI00 4" x 1/8 "" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG �^tI Uy�'Q�It3 SCREWS WITH 2 -3/4" z w~ MINIMUM THREADED Q PENETR. "T" IN WOOD.@ a• -_mzx D EACH RAFTER OF TRUSS, _j aw 24" O.C. MAX. WHERE Xw PLATE EXTENDS IL m 0. a BEYOND LAST TRUSS, O EXTEND PLATE TO NEXT TRUSS N 1/4" 2 MAX. Z Professional FL Lkeme a� a.w �m 3� 0 Jw a-J a Etta w N 1/4" MAX. C4 CONNECTION TYPE Fbd B, REFERENCE ANCHOR _ SCHEDULE FOR MAX. "A SPACING WOOD SOFFIT / n FLOOR MOUNT SECTION 200511 1- 10/17/20021 dnmbV 0 no. .5-3 84 Z !~- co mw o w w>`oo Z P aNn d' 'Nmmm Ci V fn MI00 gr zmu.pd � �^tI Uy�'Q�It3 z �NI..� a• -_mzx D _j IN :ELL IL m 0. O 0- F- N 2 `- Knezevich V J. Professional FL Lkeme Engine No.: PE WIM3 200511 1- 10/17/20021 dnmbV 0 no. .5-3 84 •C n O t • • ••• • • .I 0-6* " MIN : : i : •: FASTENER P 24 ". O.C. : : •:. (USE ANY ANCHOR IN ANCHOR SCHEDULE) #10 x 1/2" GALVANIZED SMS OR 3/16 -0 ALUM. POP RIVET (ai 18" O.C. • • • • • • • 4 1" x 1" x .055" • I'�1C •j'�C �5s "•. a 2" x 3" x.055" 8 7 OR 2" fZ "•X k "•x g0�'s5' x 5" x AA" RL!ANtiLE` y 3- - CM URE DETAIL (pALTECLOSURE DETAIL SCALs 3" 1 "x2"x"xxx1 /8" ALUM. ANGLE 0 3 410 TEK SCREWS OR 3- 3/16 "0 ALUM. 0 24" O.C. VCHOR IN IEDULE) x 1/2" GALVANIZED SMS 3/16"0 ALUM. POP RIVET 8" O.C. 1" x .055" • 1" x 2" x .055 "• .0551' ; 2" x 4" x .0t5" 2" x S" x.1 AL. ANGLE MAXIMUM ALLOWABLE SPAN SCHEDULE L E 2 POSITIVE DESIGN LOAb {W) (PD L TYPE A TYPE B 7YPE C TYPE D E NEG. 1 -1/2 - DETAIL F DETAIL 1 -S/8 24 DBSIGN• ALL MOUNTING OR DETAIL DOUBLE 3 f..OA9• • • . • CONDITIONS ©W/ INGLE ANGL ANGLE DETAIL E a EXCEPT REQUIRED REQUIRED 9- 3/16" 1 -5/8 ©QD 3 -3/4" 3- 3 /4" MAX. B.O.. 3 2 -1/4 MAX. B.O. M MAX. B.O. 3 .o •• (FT - IN) (FT - IN) (FT - IN) (FT - IN) ::•3Q-0 13 -1 12 -4 13 -1 12 -7 y • --s-e • 13 -1 11 -0 13 -1 11 -2 40.0 12 -i1 10 -8 12 -5 10 -11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 =7 56.0 11 -11, 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10--I 1 8 -3 8 -3 8 -5 67.5 10 -9 8-3 8 -3 .8 -5 71.2 10 -3 8 -'0 B -O- 8 -2 .75.0 9 -8 7 -8 7 -8 8 -0 81.4 8 -11 7 -0 7 -0 7 -4 86.8 8 -5 6 -7 6 -7 b -10 91.4 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6. -7 5 -2 5 -2 5 -5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4- 1 4 -1 4 -3 150.0 4 -10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3-4 3 -4 3 -6 POP RIVETS (TYP.) Z °1 NOTES: 6062" x 2" x 1/8" ° 10 TEK SCREW OR 3/16 "o 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 3 T6 ALLOY (TYP, POP RIVET (a7 24" O.C. MOUNTING CONDITION IN FIELD. TWO 1/4"0 FASTENERS 2. FOR DESldN LOADS BETWEEN TA- BULATED VALUES, USE �9 0 9a EACH NGLE ( ANY ACCCEPTABLE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE ANCHOR) USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE NOTE: MAX. SHUTTER SPAN. EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE O CORNER CLOSURE DETAIL MIN. SHUTTER SEPARATION FROM GLASS. YP r 2" x 2" x .125" ALUM. ANGLE CONT. : -20 TRUSS HEAD iLTS & NUTS W/ CK WASHERS (al EXISTING STRUCTURE 6 HALF OF - USE MALE OR FEMALE AS REQUIRED. SALT. CORNER CLOSURE DETAIL ``Q SCALE: 3" - 1' -0- HUTTER SEPARATION GSL�ASS (SEE SCHEDULE L E 2 POSITIVE DESIGN LOAb {W) (PD ACTUAL SPAN (FT _ IN) Z a In w a, vajw � m o� 30.0 0.062" THICK RECESSED SILL 2 -7/8 1 -1/2 - -jw 3105 -H32 OR . 1 -S/8 j <-i 6063 -T6 ALUM. „BELOW 14 3 2 -1/8 13-1 3 -3/4 uONRTE QCCE) = 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11- 0 3 2 -1/4 T A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) B L E 2 POSITIVE DESIGN LOAb {W) (PD ACTUAL SPAN (FT _ IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE {INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 - 7 - 0 2 -7/8 1 -S/8 8 - 0 2 -7/8 1 -5/8 14 3 2 -1/8 13-1 3 -3/4 h 3 40:0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11- 0 3 2 -1/4 12-11 3 -3/4 3 50.0 - S_ 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1_5/8 8 - 0 2 -7 /B 1 -3/4 11 - 0 3 2 -1/2 12- 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7- 0. 2-7/8. 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11-.8 3 =3/4 3 70.,0 5- 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 .8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 = 4 3 2 -5/8 80.0 5- 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 .15- 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12- 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11-0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9- 0 3 2 -3/4 10 -3 3 3 -� 1/4" MAX. 1 -1/4" a XISTING STRUCTURE ° ' MIN. 3,000 PSI CONCRETE ° ONCRETE FASTENER (a) 8" O.C. ANY SCHEDULED FASTENER IS °• ° ACCEPTABLE ® SCALE FLOOR MOUNT DETAIL AWmvd = ewPlYft with the ?Kendal "e%.. _ _.r V.J. Knezevich Professional Engineer FL Licerm No.: RE 0010983 2005 I- 10/17/20021 dmwbv W. n5 -384 U Z � z w owroo MN rOo 1-Mo 0 �u)m6a p x"66 N J1 in Q zc�v.M , 14 R °u v °C v d Icj h 3 �I: oa �M �CC G 3: LL � M h LLNv ~ C S H � O (� -on viv ° E T� V.J. Knezevich Professional Engineer FL Licerm No.: RE 0010983 2005 I- 10/17/20021 dmwbv W. n5 -384 U Z � z w owroo rOo 1-Mo 0 �u)m6a p x"66 N J1 in Q zc�v.M , 14 U `''r• <4 t!? z d Icj m� a=h 3: LL IL 0. 0 0r f= � V.J. Knezevich Professional Engineer FL Licerm No.: RE 0010983 2005 I- 10/17/20021 dmwbv W. n5 -384 s b ' O d a P ., y C r a 0 In 0 N M 0 U rn 3 v so 0 M `✓ m M Ix O �t �i 1-- m 0 0 0 v v v Y c 3 i 0 0 c c ANCHORIM LO AD _45.0 X EDGE DISTANCE 105.0 (V): •SPAj4S*:)P TQ• l:IP TO • • 105.0 170.0 ••• . i8'i0i g•_0.. 13.,1.. ANCHOR • • (SEE I♦(Gfl'@ 11 (S•EE NdTE 1) (SEE NOTE 1) SCHEDULE (SEE CONNECTION TYPE CONNECTION TYPE FASTENER MAXIMUM SPACING (INCHES) mWIR M FOR VARIOUS DESIGN LOADS AND SRaNc ANCHORIM LO AD _45.0 X EDGE DISTANCE 105.0 (V): •SPAj4S*:)P TQ• l:IP TO SPANS UP TO SPANS UP T 105.0 170.0 12 i8'i0i g•_0.. 13.,1.. MAX • • (SEE I♦(Gfl'@ 11 (S•EE NdTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TY NOTE • ($126 NOTE 3v • • • 4SEEoWM 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 � f CL E4 C2 3 C4 C5• C1 C2 I C3 I C4 jLS C1 I C2 I C3I C4.I 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT WK 3,100 P.S.L CONCRETE) . _45.0 57.0 73.0 105.0 170.0 ak 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW VA9L 3,000 P.S.L CONCWM 45.0 57.0 73.0 105.0 170.0 1/4 "0 POWERS ZAM ' NAIL -IN W/ / 1 1 -1/8" MIN. EMBEDMENT Z (MIN. 3,= P-LL CONCREIE) u >ti qtr 1/44'0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MOW Bxo P.S.I. CONamm 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4" EMBED wK 3,320 P.S.I. CONamm 1/4 "0 ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (NON. 3,350 P.S.I. cONaww 45.0 12. 12 12 10 6' 12 12 12 7 4 12 12 12 6 4 8 4 4 9•_011 (SEE NOTE 1). 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 1) Cl C2 C3 C4 CS Cl_ C2 C3 C4 C5 73.0 11 11 11 ..6 3 8 4 4 4 12 7 3 3 4 12 6 12 5 ? 105.0 8 4 4 4 57.0 6 12 12 3 5 6 12 12 3 3 .6 12 12 3 170.0 6 5 4 3 6 "0 O C 3 73.0 6 12 12 3 4 6 9 9 3 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 12 7 57.0 [12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 73.0 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 .4 6 105:0 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 170.0 11 4 4 6 3 11 4 4 6 3 11114 4 6 3 11 4 4 6 45.0 12 12 12 12 11 12 12 .12 12 7 12 12 12 11 7 12 8 8 7 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 73.0 12 12 12 10'6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 105.0 12 8. .8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6. 3 12 4 4 6 45.0 -12 12 12 12 •11 12 12 12 12 7 12 12 12 11 7 12 8 ' 57.0• 12 12 12 12 8 12 12 1'2 9 6 12 12 12 8 S 12 4 73.0 12 12 12 10 6, 12 8 8 7 4 12 6 5 6 4 12 4 $46 105.0 170.0 12 12 8 4141 B: 7 6 4 3 12 12 4 4 4 4 6 6 3 3 12 12 4 4 '4 4 6 6 3 3 12 12 4 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACgVG (INaIM REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS u LOAD MIN. 3/W EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO ANCHOR TYPE P.S.F. MAX. 5._8.. (SEE NOTE 1) 8._0.. (SEE NOTE 1) 9•_011 (SEE NOTE 1). 13 - -1.. (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) . (SEE NOTE 3) 1) Cl C2 C3 C4 CS Cl_ C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 CS 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 '9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4. 3 12 5 4 3 p "0 O C 1/4 WOOD LAG W/ 1 -3/4" MIN. THREAD 73.0 12 12 12 S 4 12 9 9 3 3 12 6 6 3 12 5 4 3 PENETRATION SHEAR PARALLEL OR PERP. 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 5 4 3 TO WOOD GRAIN 170.0 12 5 4 3 12 5 4 3 12 5 4 3 12 5 4 3 O SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 5 - -8" 8' -01, 9' -0" 13' -1•1 (SEE NOTE 1) (SEE NOTE 1) . (SEE NOTE 1) (SEE NOTE 1) P CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C5 Cl IC21EBIC41CSIClIC2lC.3lC41CSIClIC2.IC3lC4lC5 C1IC2IC3IC4IC5 �� ,c r iL is B 8 5 12 6 S 7 4 12 4 4. 7 4 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 3 12 4 4 7 4 '12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 4 12 12 12 12 12 12 12 12 12 9 12 12 12 - - 12 8 12 10 10 9 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 3 12 10 10. 9 6. 92 6 5 7 4' 7 4 12 6 5 7 4 3 12 6 5 .7 4 12 6 5 7 4 12 6 5 7 4 12 6 f 5 1 7 1 -4 4 12 12 12 12 12 12.12 12 12 9 12 12 12 12 8 12 10 10 9 6 3 12 12 12 12 11 12 12 12 12 7 12' 12 12 10 7 12 6. 5 7 4 3 12 12' 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 3112 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 SEE PAGE 7 FOR ANCHOR NOTES Affmved Irriortda BI M O oo• �a h �e N H �J 2x 3LL }r; QM. ON: tin .�i ,�v a I 11 Z CO aw O m wN00- Z P aNI'`4 mQI cc O x min 0 V) -.1141n 0 W; LL th ' a `I N Z Z X u) w a Q2: IN z LL n. M d O O_ I� U) T n 111'mfessboal FLUtenseNad ARIA 2712005 10/17 arawhV nm n5 -3f4 MIN. 3' EDGE D DISTANCE �� ,c r iL is B 8 5 12 6 S 7 4 12 4 4. 7 4 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 3 12 4 4 7 4 '12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 4 12 12 12 12 12 12 12 12 12 9 12 12 12 - - 12 8 12 10 10 9 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 3 12 10 10. 9 6. 92 6 5 7 4' 7 4 12 6 5 7 4 3 12 6 5 .7 4 12 6 5 7 4 12 6 5 7 4 12 6 f 5 1 7 1 -4 4 12 12 12 12 12 12.12 12 12 9 12 12 12 12 8 12 10 10 9 6 3 12 12 12 12 11 12 12 12 12 7 12' 12 12 10 7 12 6. 5 7 4 3 12 12' 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 3112 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 SEE PAGE 7 FOR ANCHOR NOTES Affmved Irriortda BI M O oo• �a h �e N H �J 2x 3LL }r; QM. ON: tin .�i ,�v a I 11 Z CO aw O m wN00- Z P aNI'`4 mQI cc O x min 0 V) -.1141n 0 W; LL th ' a `I N Z Z X u) w a Q2: IN z LL n. M d O O_ I� U) T n 111'mfessboal FLUtenseNad ARIA 2712005 10/17 arawhV nm n5 -3f4 SEE PAGE 7 FOR ANCHOR NOTES Affmved Irriortda BI M O oo• �a h �e N H �J 2x 3LL }r; QM. ON: tin .�i ,�v a I 11 Z CO aw O m wN00- Z P aNI'`4 mQI cc O x min 0 V) -.1141n 0 W; LL th ' a `I N Z Z X u) w a Q2: IN z LL n. M d O O_ I� U) T n 111'mfessboal FLUtenseNad ARIA 2712005 10/17 arawhV nm n5 -3f4 111'mfessboal FLUtenseNad ARIA 2712005 10/17 arawhV nm n5 -3f4 tl Q 0 •d N M ' O 0 0 N .r., c U g :3 v o' to 0 N ct co I 0 0 NI i w 0 v v 'v ci v m c 0 v %I i v O S15-ANS -UP ■ 'EE NOW 1) ► DISTANCE r-■ 5. (SEE NOTE • . (SEE NOTE 1) s , © ® ©i C Orp iii Mh on a� EImEI68 •• • • • •• •• • V 0 (U �a a • IL M IL co v O ANCHOR NOTES. 1- SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2.- ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OA EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION nFTAII c sho InCdYr�c�rw rn...,� r......- �"._.. !Y PE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. ° S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES.WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS 5 VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR c SIOE CLOSURE PIECES. CL ZHEDULE S15-ANS -UP ■ 'EE NOW 1) ► DISTANCE r-■ 5. (SEE NOTE • . (SEE NOTE 1) s , © ® ©i C mm iii Mh on a� EImEI68 •• • • • •• •• • V 0 (U �a a • IL M IL co "' ' ' N ANCHORS % / /.mm • • • • �"ER MAXIMUM SPACING (INCHES) REQUIF ®0E LOAD _T2s� C 0 VA MIN. 2• EDGE DISTANCE (W) • ? UP Z P AN9 i•0 tt�7 SPANS UP TO �VON P.S.F. : i 508 -P i •* $'i0! ia• 9• -0•, ANCHOR TYPE MAX. e•&EI&MTE 14 • : (SEE NCIII•E 1)•, (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE C NOTE ®GAP (SEE NOTE 3) (SEjxOTEi3 Q (SEE NOTE 3) 1) Cl Ci :4 • C: • + S1 ?�' 3 tj« CS C1 C2 C3 C4 CS 45.0 12 12 1! �7 �4- j 9i�% *� -3-S'' 8 8 4 57.0 10 10 10 5 3 7 7 7 4 746 5 5 3 1/4 "9s ITW TAPCON W/ 73.0 7. 7 7-4 ® 7, 5 3 3 3 4 ® ®ppp 1 -1/4" MIN. EMBEDMENT 105.0 5 ©© 3 4 ' 4 170.0 4 8 4 "© , 4 45.0 12 12 12 7 5 11111 11 Lq3 10 10 1O T4 3 9Ir ©i 57.0 12 12 12 6 4 9 9 9 4 8 6 7 3 ! 1/4 "0 POWERS CALK -IN 73.0 10 10 10 4 3 7 4 3 3 6 3 ! W/ 7/8" EMBEDMENT 105.0 7 3 3 3 5 / Ban 5 a b 1/4 -20 STAINLESS OVA .� i STEEL MACHINE SCREW 170.0 5 OOO444 g ® 5 r 45.0 12 12 12 7 4 8 8 8 S 3 7 7 7 4 57.0 9 .9 9 6 3 6 6 6 4 one 6 4 5 3 c 1/4 "0 POWERS 73.0 7 7 7 4 S 3 3 4 ZAMAC ®BEING D % %EI // p / //B 4 NAIL -IN W/ 1 -1/8" 105.0 5 ©w 3 4 4 ©iiMAE MIN. EMBEDMENT 1170.0 i ©Ed U 4 4 ®Q� ® 4 ®m4 ® 4 ® ©© 4 * 45.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 3 6 % =_ * 57.0 12 12 12 7 4 10 i0 10 S 3 9 7 8 4 6 1 /4 "0'ELCO MALE/ FEMALE "PANELMATE" W/ 73.0 11 11 11 5 3 8 4 4 3 7 3 3 3 6 1 -1/4 MIN. EMBEDMENT 105.0 8 4 4 3 6 3 & 1 /4- 20'MACHINE via, VA VAN 6 Ul 3 6 SCREW WITH NUT 170.0 ¢ %D 3 /� 6 3 /D/ /.%BINGO//, /B / /,n 6 3 6 4.5.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 57.0 12 12 12 8 4 9 9 9 5 ©mmm © 73.0 10 10 10 6 3 7 4 3 4 a 6 ©im 3 5 1/4" ELCO TEXTRRON HEX - FLANGE TAP CON/ 105.0 7 3 3 © ® © © © nun i©S HEX HEAD TAPCON 4 5 ® ®Q©o 3 5. 3 5 W/ 1 -1/4~ EMBED 170.0 S V 3 S 3 Maio © IN ©U1 6Q ® ®mmmu ©i ®Qi ® ®mo ®ioWAVE ©mo�0 5 EN 3 5 ` 12 12 12 10 5 11 11 °11 7 4 10 10 10 '6 3. 7 12 12 12• 8 4 9 9 9 5 3 8 6 7 5 5 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. L45. 101010637434 10 6 3 7 4 3 4 6 1710 3 5 EMBEDMENT 7 3 3 4 5 042 3 5 3 S 170.0 5 QQprim 3 5 Q®ia. 3 5 ©i4©i 3 5 ANCHOR NOTES. 1- SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2.- ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OA EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION nFTAII c sho InCdYr�c�rw rn...,� r......- �"._.. !Y PE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. ° S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES.WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS 5 VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR c SIOE CLOSURE PIECES. CL ZHEDULE S15-ANS -UP ■ 'EE NOW 1) ► DISTANCE r-■ 5. (SEE NOTE • . (SEE NOTE 1) s , © ® ©i C mm iii Mh on a� EImEI68 LL. o 20 U�d Din Z V 0 (U �a a aF IL M IL co BA E b N / /. % / /.mm LLO C 11, -0 E ®0E _T2s� C 0 VA ro m N i-1 tt�7 O�� VON ®rn i4444 ©oEI ov rn-..D- ® © ©iiEIa ©ia ®GAP !//� Q © DUE ©2 ©9 s w VA ® © ® ® ®OQ ® ® ®ppp © © ©© "Q ' 8 ® "© , iaa ©i NGB ,voa01 / Ban is a OVA .� 0 QQQQ0 OOO444 ® ©© one via rm Q ®BEING D % %EI // p / //B 010 % ©w IQi�Q©iridaV ©iiMAE i ©Ed U © ®Q� ® ® ®m4 ® ® ® ©© iQi ©Q ®mone mmm ®BQ ®o IN Ed on USA nuslo via, VA VAN Ul VA IVA / /,D %D /� © /D/ /.%BINGO//, /B / /,n i�Q ©i ® ®mm ©mmm © ©m000 © ©iNG® a is ©im ®m4 ©v © ® © © © nun i©S EVA Bio ® ®Q©o i ©i® V u EWA ur Maio © IN ©U1 6Q ® ®mmmu ©i ®Qi ® ®mo ®ioWAVE ©mo�0 EN Uri © ©ii ©Q ► %® © © © ®EIEIa % �VA EPA a u 1710 HE ®r 042 042 mill a, QQprim Q®ia. ®Q ©i4©i 7. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD-OUT 'MOUNT SECTION@ ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. . 12. FOR BUILD -OUT MOUNT SECTION @ANCHOR SPACING SHALL NOT EXCEED 6" O.C. FLLi- U Z � N N 0 rn C Z iii Mh a a� t� LL. o 20 U�d Din Z V 0 (U �a a aF IL M IL co BA E b N �y LLN(? 1•" LLO C 11, -0 E _T2s� C �1I F- ro m N i-1 tt�7 O�� ®rn � ov rn-..D- O FLLi- U Z � N N co Z W W WNOO F- a N %f [\ o I- I-OMO �MMatA V S U) It? a Ulm 0 ly�d d lgrro 05 -384 U�d Din Z �i11¢w M - acZX x� IN 3:LL. IL M IL O 0 - .F N T -- V J. Knezevich Profealonel Enghuw FL Uceme N 001()983 A R 20{5 _,I& f W`�1 A }} -+►-41 N N t � •• N Z Il�trol 10/17/2002 AS NOTED A4CR d lgrro 05 -384 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 795.2204 Fax: (305) 756.8972 BUILDING ,3902. -� Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): C Building ,J Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 4,ah C. 4 ld5 n Phone # Owner's Address o 3 nd 9rcd Ci u State F L, Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 I lr_(, r vN [d City Miami Shores Village County Miami -Dade Zip b 0- Is Building Historically Designated YES NO—k Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Re air/Re ❑Demolition Describe Work: e� lam) t "� lace p p &I �" NA L .:r-ff ��C, n/ Aift Dh ,. Submittal Fee $_ Permit Fee $ �Q 0 I v� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due S (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 reins e will be charged. )! Signature t (i vYti Signature Owner or Agent Contractor The fore ing instrument was acknowledged before me this Q day of 0 by who is, rsonally known tg me or who has produced 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. as identification and who did take an oath. NOTAR , NOTARY PUBLIC: Sign:--'- Sign: Print: TG� >'i la �" � «C �� —ice Print: My Commission Expires: Z -1 A- C, My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 JESSICA PAOLA GRINOVERO .t'ar...... . �° �� Notary Public - State of Florida -My Commission Expires Jan 27, 2009 ; Commission # DD 390574 Bonded By National Notary Assn. * * * * * * * * * ** * * * ** 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 Permit Status: APPROVED Issue Date: 9/312002 Expires: 08/31/2006 Permit Number: BP2002 -1537 Owner's Name: DEBORAH ELIZABETH ROBINSON one: (305)462 -5533 Permit Type: Imported Permit Work Classification: Window /Door Replacement Job Address: 118 102 ST Miami Shores Village, FL Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: MUST RE -NEW PERMIT, MUST SUBMIT HURRICANE APPROVED SHUTTERS AND CALL FINAL INSPECTION. CLAUDIO GRANDE SPOKE WITH MRS. ROBINSON AND AWARE HER OF THIS MATTER ON 9 /15 /05.INSTALLING NEW WINDOWS FOR THE FRONT OUTSIDE OF HOUSE Additional Information Perm Type: Building Alpha Two: Repair /Remodel SF Residential Alpha Four: WINDOWS Alpha Five: Residential Alpha Six: SINGLE FAM Pay Date: 9/6/2002 Pay Amount: 360.6 Pay Comments: PD W CK #2784 Bond Return : 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 Renewal /Extension Fee $60.00 Total: $60.00 Parcel #: Block: Section: 1131010220120 Lot: PB: Total Square Feet: Total Valuation: Repuired Inspections WINDOWS WINDOWS WINDOWS N $ 1,000.00 Invoice Number Amt Due Amt Paid imp -2 -06 -23872 $60.00 $60.00 Total: $60.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the Applicant Copy 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. For Inspections, Call (305) 795 -2204 exts 431 & 442. Requests must be received by 3 pm for following day inspections. Obtain Certificate of Ocupancy /Completion Before Using the Building Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/28/2005 Applicant: DEBORAH ELIZABETH Owner: ROBINSON JOB ADDRESS: 118 NW 102 Contractor Local Phone: Parcel # 1131010220120 a Building Permit Permit Number: BP2002 -1537 Page 1 of 1 ROBINSON DEBORAH ELIZABETH ST Contractor's Address: Legal Description: GOLD CREST A SUB PB 21 -56 LOT 4 AND BLK 2 W1/2 OF LOT 5 LOT Fees: _Description - Amount FEE2002 -4938 Building Permit Application Fee $60.00 Total Fees: $360.60 FEE2002 -4939 Buildier's Bond $300.00 FEE2002 -4940 CCF $0.60 Total Receipts: $360.60 Total Fees: $360.60 Permit Status: ermit Expiration: Construction Value: $1,000.00 Work: MUST RE -NEW PERMIT, MUST SUBMIT HURRICANE APPROVED SHUTTERS AND CALL FINAL INSPECTION. CLAUDIO 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: M Claw. z -q...0 PM Zj 17 j G Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No.(Ui-�0(1::::� 41--18 PERMIT APPLICATION FEE 1096 Imaster Permit No. FBC 2001 a Permit Type (circle): Building Electric Plumbing Mechanical Roofing Owner's Name (Fee Simple i e er) Ph.nP ii Owner's Address ' -,7 f i 1✓% _ n City j'�lf 't�� l 1 a;,6 State Tenant/Lessee Name Zip 3 Phone # Job Address (where the work is being done) 1 1 ,1 C.'l� c City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Ou—) t- :E�jp, Contractor's Address City State Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # Zip � 7 1 Certificate of Competency No. $ Value of Work For this Permit i I C Type of Work: ElAddition DAlteration /' New Describe Work /� j`' �� t a /a,-) l Y % L 1 e i _. S A,-, , ", Square Footage Of Work: ET/Repair/Replace ❑ Demolition r Submittal Fee $ Permit Fee $ CCF $ 1 • 2-0 CO /CC Notary $ / Training/Education Fee $ Q 4 Q Technology Fee $ � 7 ES GScanning $ . QCD Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ' � � �� FEB P -A (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 y C_l Owner (or Agent The foregoing instrument was acknowledged before me this : �r day of ,�� , 200 , by 66(3CpA1{ E;. who i tpes/ rsonally kno�n)o me or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of 120 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY NOTARY PUBLIC: Sign: Sign: f AQ L>a Print: My Commission Expires: j /L�-`7 /09 My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 ------------- JESSICA PAOLA GRINOVERO `.tiPRV Pv�,� °. „`�? Notary Public - State of Florida Wy Commission Expires Jan 27, 2009 P` Commission # DD 390574 Bonded By National Notary Assn. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES � BUILDING DEPARTMENT OWNED. BUILDER DISCLOSURE .STATEMENT L �Ob / 45"eing the legal property owner, for the property Located at: op, 1w l ®land Sb-4i > / /5..J) Legally described as (�� + S�� J -J LdT �ncl �t °� e-A g .Y 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), end I have read and understand the following disclosure Statement, which entitles me to Vork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 or a farm out - building. "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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that 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- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlid foregoing instrument Was acknowledged before me this Q.1 day of JMQAr_ -, 20 0(o_ By' n c fQ who i ersonally kno to me or who has Produced 1! as identification and who did take an oath. Owner N Owner ,,p1Y P •��, JESSICA PAOLA GRINOVERO Notary Public - State of Florida • W Commission Expires Jan 27 2009 Commission # DD 390574 Bonded By National Notary Assn. Issue Date: 1112112006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit : 0110112999 Owner's Name: DEBORAH ELIZABETH ROBINSON Permit Type: Driveways /Sidewalks /Slabs Work Classification: Repair Job Address: 118 102 Street NW Miami Shores Village, FL Contractor(s) Phone Primary Contractor SUPER STAMP CONCRETE 305 - 220 -1163 Yes Additional Information Type of Work: Additional Info: Bond Return: 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 Bond Type - Contractors Bond $300.00 CCF $2.40 Education Surcharge $0.80 Permit Fee $125.00 Scanning Fee $9.00 Technology Fee $3.13 Total: $440.33 Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: DS -11 -06 -2764 enone: 305)462 -5533 Parcel #: 1131010220120 Block: Lot. Section: PB: Total Square Feet: 505 Total Valuation: $ 3,200.00 Invoice Number Amt Due Amt Paid DS -11 -06- 26688 $440.33 Total: C� DEC 1 12006 1 1 T I 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. Inspection Date: 0110912007 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: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Miami Shores Village, FL eke Project: <NONE> Contractor: SUPER STAMP CONCRETE Ruildinn Denartmant Comments Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: Repair Phone Number (305)462 -5533 Parcel Number 1131010220120 Block: Lot: Phone: 305 - 220 -1163 having driveway done in stamped concrete & replacing 5 sidewalks JAN Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 31977. Approved plans not on site for inspection, only permit card on window. 12/18/06 CG. Failed Correction Needed a Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 8, 2007 Page 1 of 1 "Hs Inspection Worksheet on window. 12/18/06 CG. Miami Shores Village Inspector Comments 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/1812006 Inspector. Grande, Claudio Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118102 Street NW Project: Miami Shores Village, FL <NONE> Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Foundation Work Classification: Repair Block: Phone Number (305)462 -5533 Parcel Number 1131010220120 Lot: Contractor: SUPER STAMP CONCRETE Phone: 305 - 220 -1163 Approved plans not on site for inspection, only permit card on window. 12/18/06 CG. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 18, 2006 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: 12/18/2006 4M 2 Inspector: Grande, Claudio Owner: ROBINSON, DEBORAH ELIZABETH Job Address: 118 102 Street NW Project: Miami Shores Village, FL <NONE> Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Foundation Work Classification: Repair Block: Phone Number (305)462 -5533 Parcel Number 1131010220120 Lot: Contractor: SUPER STAMP CONCRETE Phone: 305 -220 -1163 Ri ildinn nenartment Comments CREATED AS REINSPECTION FOR INSP-31977. Approved plans not on site for inspection, only permit card on window. 12/18/06 CG. m Inspector Comments Passed Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, December 19, 2006 Page 2 of 2 Miami Shores Villa e 0 p; g Building ®� ®9 �0�� g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y. - - -_ -- Tel: (305) 795.7,704 Fax: (305) 756.8972 BUILDING Permit No. ps lJU PERMIT APPLICATION ��a�'n Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) b2bDA&k ® ()2bE1-�S;D0 Phone # Owner's Address _P,0- &a X 53017 City M, State L® Zip 331 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 t4 tAD i 0a ek% City Miami Shores Village County . Miami -Dade Zip 1 FOLIO / ARCEL # �D _ 0 1s Building Historically Designated YES NO Contractor's Company Name up 6� e- I - 'NC Phone # 3 0 IF Contractor's Address '0 U I Ott — City M ( State `°® Zip °C`-1 !S::e:,b- ifier Name Phone # �frc o°�`1"tbgi�trafion No. Certificate ofCompetency l*To. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � o° Square/ Linear Footage Of ?Work: 1U e Type of Work: �Aio jAlteation QNew 'q- epair/Replace fl Demolition Describe Work: _ a �l '� �� d � f 1 A a Q, o ST Submittal Fee $ Permit Fee $ �S a� CCF $ n '1CO /CC Notary $ Training/Education Fee $ �� Technology Fee $ V. I ) Scanning g$$r` 9� t Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $* Structural Review. $ Total Fee Nov Due $ a , See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must die posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a refection fee will be charged. i Signature " �� ak�7 t'� !� Signatut Owner,br, Agent Contractor The foregoing instrument was acknowledged before me this 14 The foregoing instrument was acknowledged before me this day of A)f C v&7141, 20 o by PAR F1061k J1Q , who is personally kno o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: dayof 00V 30 ,200& by Wi11iAMJ•30P; , wljg±erson known to me or who has produced as identification. and who did take an oath. NOTARY PUBLIC: Sign: Print: Q I i s s #ans My Commission Expires: 1-7 , J-001 My Commission Expires: �` �' p q Plans Examiner Engineer Zoning CAiE Of FLORIDA issa Sans sion # DD401796 NiAR. 01, 2009 yInd =nn Co., Inc. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N0. W `� j✓ TAX FOLIO NO.�) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: CFN 2006R1314355 OR Bk 25177 Ps 36OBe (W) RECORDED 12/11/2006 11 :17413 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE C:OUHTYY FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1- -e al escri tao �qf ro ert and str , laddr$ s: - '/ - -- -- - - - -- ji g P P P y y �s l�D Q�CO(6'r! l� t �-� r rrp A S5 .0 N f0 oar 5 r 2. ^D�scription of improvement: Dr ! ?_ Q. CM 3.Owner(s) name and a dress: P. D '7 T IVI ,lmwi, Interest in property: Name and address of fee simple titleholder: 4. Contr ctor's name and address: J 1 /1 iY j ' (,SOY"') o 5. Surety: (Payment bond required by owner from contractor, tfr CERTIFY tr,,,r this is a Name and address: rjgjna! ' d m this ai e on Amount of bond $ c "PTNESS my hand an o it al 6. Lender's name and address: 7. Persons. within the state of Florida designated by Owner upon whom provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: frue C -01 �,C,`the • ° davnf i A 11 Sea/. �A <:.', Y- 1;�.; documents may be served as 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. Expiration date of this Notice of Commencement:. (the expiration date is 1 year from the date of recording unless a Print Owner's Name 1:?6OAah E K d b Prepared by Swom to and subscribed before me this 0C, I day of A10V 6nn 8ee , 206.(c�s . . Address: Notary Public r an 190 Print Notary's I cA G ► (Q0 Q r~ My commission expires: CrA L)AW a j_00q tot 1 123.01 -52 PAGE 4 8/02 jj*RP(j `2.% Nofary PabW - State Of oe NY Cone *im EWm Jan 27, 2d , Om • ';�� QP�. Cm n # DD SWAT 'i BWWed By NaftW NftyA= MA A.) DEWW ELVMETH ROBWWN B.) C.) D.) SURVEYOWS CERTIFICATE: I Hereby Cerffy to the best of my knowledge and belief that this drawing is a true and �� r .. =61(bfiva-e-r..glom-,wpA4desmbed --re-Ojn—,-- - --- aw-16al "-m n P-Mr- - A c J i I ..ice mmW C 1.UNDA . -SCALE S_+ ► -+fit "-4p )s �,� Q (9 -a-�I �►,.�° n a LEGEND x M I�' - -ombwd We upe — X—awk a& ia¢a — /y — PWX Fla km Ft." L . . . . . . . . . . Re, 1 N 4:. �c$� F PB �ae1w taoa � � -1�% `C'�► 8175 ww IS" 51,4{E1 SWEE im —s_��° Fes. oF•llifil �12Q1 Hd a.E. �69fv1eR� Fpg6gaa�nf UM LW FL $014 Z :000:0 a ry .y� peg$ 4:4.�.E_ .� A4bft gage �{ � A/C 1 -STORY 11.00' : a.•0 .� 0000.. • sxs • j ® . o.. o. . 00 so C3 . .Goes: . 0 0 O •.• � . .•0..• 0000 00•00' 30.95' N' G0.0.. fi• . o• . . . 00000 •• • 0000•0 �� mit • •"0 e • . .> 1i7 47 • . •Geo•• • •00000 ��. ®' j•• 8.00 • • • •e . 0000. :0000: • • . 3 ro n a LEGEND M I�' - -ombwd We upe — X—awk a& ia¢a — /y — PWX Fla km Ft." L . . . . . . . . . . Re, 1 N 4:. �c$� F PB �ae1w taoa � � -1�% `C'�► 8175 ww IS" 51,4{E1 SWEE im 1 a�9lag pamn$eG/S Fes. oF•llifil �12Q1 Hd a.E. �69fv1eR� Fpg6gaa�nf UM LW FL $014 B=in F9'_ —Fwd Ec w F /im1 FFE. �F&ei�i FIft1$ F9a1m<a@�311 /s�d4L ry .y� peg$ 4:4.�.E_ .� A4bft gage �{ FAX 305-eo— a 4b-p Palo L G YR _� � E CONTRACT Inspection Worksheet Miami Shores Village ffff ilf - -- ------ 10050 N.E. 2nd Avenue Miami Shores, FL ' Phor,: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/21/2006 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Shutter Final Owner: ROBINSON, DEBORAH ELIZABETH Work Classification: Shutters Job Address: 118102 Street NW Miami Shores Village, FL Phone Number (305)462 -5533 Parcel Number 1131010220120 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments Monday, March 20, 2006 Page 1 of 2 y Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 20, 2006 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 2/1712006 Expires: 0211712007 Permit Number: WS- 2- 06-418 Owner's Name: DEBORAH ELIZABETH ROBINSON one: (305)462 -5533 Permit Type: Windows /Shutters Work Classification: Shutters Parcel #: 1131010220120 Block: Lot: Job Address: 118 102 Street NW Section: Miami Shores Village, FL Contractor(s) Phone Primary Contractor HOME OWNER Yes ommen : INSTALLATION OF HURRICANE SHUTTERS ON 5 WINDOWS (LIVING ROOM, DINING ROOM, KITCHEN AND DEN) Additional Information Type of Work: SHUTTERS No of Openings: 5 Additional Info: Classification: Residential in consideration of the issuance to me of this permit, 1 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. PB: Total Square Feet: 0 Total Valuation: $ 1,900.00 Shutter Attachment Shutter Final Building Department File Copy k �� Jd,,�I� ,04 . Applicant Signature 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. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 WS -2 -06 -23888 $161.35 Education Surcharge $0.40 Total: Permit Fee $150.00 Scanning Fee $6.00 Technology Fee $3.75 ��pp Fa 2 2 PAID Total: $161.35 Building Department File Copy k �� Jd,,�I� ,04 . Applicant Signature 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. MIAMI SI AREA VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date i 1 Type Insp'n �. Permit No. i 2- Name Address� A - Phone # Inspection Date ' Approved r Correction ❑ Re MIAMI BUILDING DEPARTMENT 305-795-2204 OCT 18 -2005 Building Inspection Request i. Date_ ` Type Insp'nSCS.� 1� lY"Kti 17C� PIOS -� Permit No. Name Address NUJ Company Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ 6 /' s