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321 NE 100 St (2)• MIAMI S4IORS VILLAGE BUILDING DEPARTMENT .305 -795 -2204 Building Inspection Request Date Type Insp'n Permit No. ��}}--�� Name�1 Address 1 ; (t ql� Compan Phone # ( ky 0 Inspection Date pprove Correction ` ❑' Re-Insp'n Fee ❑ Oa JA- o k MIAMI S VILLAGE 0 BUILDING DEPARTMENT 0\ '305- 795 -2204 r a Building Inspection Request Dat 11 Type Ins ilILIVI■•••• ■ • Permit No, do. • Name rr\.L7k Address l l Q Ojit I Compan 41. %1 Phone # \1(4' -Da n, ( \.( Inspection Date Correction ‘ 7 1 ( Re -Insp' n Fee ❑ 5 c/ 3 9- Dat Type Insp'n Permit No. Name Compan Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHOR1S VILL E BUILDING DEPARTM . 305- 795 -2204 Building Inspection Request ■ Address 7 O � 0 oQ Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -1884 Printed: 2/5/2004 Applicant: JAMES KNUTT Owner: KNUTT JAMES JOB ADDRESS: 321 NE 100 ST Contractor ESSIG POOLS Contractor's Address: 1800 N. E. 151 ST. Local Phone: 305 - 949 -0000 Parcel # 1132060135350 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 39 LOT SIZE Fees: Description Amount FEE2004 -1236 Building Fee $850.00 FEE2004 -1238 CCF $15.00 FEE2004 -1240 Training and Education Fee $5.00 FEE2004 -1241 Technology Fee $21.25 FEE2004 -1242 Scanning Fee $9.00 FEE2004 -1243 Builders Bond $300.00 FEE2004 -1244 CO /CC $50.00 Total Fees: $1,250.25 Permit Status: APPROVED Permit Expiration: 5/31/2004 Construction Value: $25,000.00 Work: NEW SWIMING POOL AND DECK Signed: (INSPECTOR) Page 1 of 1 Total Feesfc1 2 550.2 0 0 Total Receipts: $0.00 y FEB 0 9 PAID qo 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: Tenant/Lessee Name City 1 X110.1 (Continued on opposite side) BUILDING PERMIT APPLICATION FBC 2001 Owner's Address j. N Qualifier DIA n L Submittal Fee $ Permit Fee $ ,; S Notary $ Training/Education Fee $ Total Fee Now Due $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building /,, Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple •. der) If i.t4 Phone # 30S 75 R - 533e j r I bb Sf City h'1 X r-!J _Sher Q s State F— 1 Zip 3 2 Phone # Job Address (where the work is being done) � I N L I O b & Master Permit No. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name E. SSA POOLS Phone # j c gVC1 ° a Contractor's Address ( D L N f✓ 151 S2r State ( Zip 33 I 40 Z Architect/Engineer's Name (if applicable) (Le nr\44N (k I -[-c r Phone # 1 - 0 6 3 $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: c " e� /0.4•,,,a) (. ��ieP St° - 'c�•I -�i.� * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 4s7 Permit No. 6r2 a 1 q CCF$ Technology Fee $ CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is In then ce�of such posted notice, the inspection will not be pproved . d a reinspection fee will be charged. �` 0 evor Agent g instrument was a 1 / 4 20'- by rsonally kno me o s iden No r c Signature The foreg day of who is NOTARY/PUB Sign: Print: My ' mmission Expires: o' O D 1 200? ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) My Commission Expires: State Certificate or Registration No. Certificate of Competency No. ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 acknowledged before me this The foregoing instrument was ac . owledged before me this'? , day of /41,4 , -74' who is 'ersonally i t ome 0 who has produced who has produced fication and who did take an oath. KENNE HERMAN NOTARY? 'Ubl� J Sign: f�. Signature as id ctor d who did take an oath. K pi l, H S HER * * * * *Fef* * *1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Ak • • • • • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name Type of Work: ['Addition ['Alteration Describe Work: SAA • 4X I Miami Shores Village Building Department ED 33(2 Electrical Plumbing Job Address (where the work is being done) 3 Z I h( U S Contractor's Company Name G SS l C) PO. Contractor's Address s'010 S-1 City o i AA\ \N"\ \C. 'on\ State Qualifier k \ c\-5 $ Value of Work For this Permit Ut1) • ii Permit No. Master Permit No. Mechanical Roofing Owner's Name (Fee Simple Tit e older) J' kf Phone # 30 - - )c s/- 5 3 3 P / Owner's Address 1, (.l 1 Du City r (' h i i lfwA e State 1 Zip Phone # City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip Number of: Bays Stories Families Bedrooms Baths 11 * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * * * * * ** r , 1 County Escrow Fee $ 3 Permit Fee $ 750- . / ) .G - Education/Training Fee $ Code Enforcement $ Bond $ 300 Struct. $ 50. _ Phone # 3o — qq C''uJ`' Zip 331 L.- .2 - Square Footage Of Work: `dNew ❑ Repair/Replace ❑ Demolition Notary $ Tech $ ,R D Scanning $ q Minus Plans Check Fee $ -M• (I Total Fee Now Due $ ` D& 0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 * * * * ** CC \Co_!7 Radon $ (Continued on opposite side) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip • ' Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien 1'w brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice J mencement must be posted at the job site for the first ins p ection which occurs seven (7) days after the building permit is ': r P' n the absence of such posted notice, the inspection will of be approved and a reinspection fee will be charged. 1 i Si_.� . �I . Omer or A g en t , '. , Contractor The foreg . g instrument was acknowledged before me this The fore:. ing•instrum• as acknowledged before me this day of _ ‘ A i ' by who ersonally known has roducgd who is verso m lv kno . me or who h .i NOTARY P ILI As iden . • • d diglijapO f_.„_-.40/Y0 0 • iv a 007- Si i ; 1 "WA =i ._. j � � Print: �� • r � M Co I, Sion Expires: My Co • ion Expires: N o y24 9 0 ?da (Certificate of Competency Holder) State Certificate or Registration No. C 1 50 Certificate of Competency No. • •****************************••********************* ss***** s****ss* • *sss *:s *•r **** *** ** * *** *s * * * APPLICATION APPROVED BY: Chc7/7 /03 1 /` 5444- ' Plans Examiner FEB - 4 2004 Engineer Zoning N BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795-2204 FAX (305) 756.6972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at 3d/ f0)) ,ff1fe Miami Shores,, Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for cont ct . -= IS - s, —will_ constitute a violation of Chapter 515, F.S. and will be conside - • as milting a misdemeanor of the second degree, punishable by fines up to $51 t . n' or • 4 60 days in jail as establish; d in Chapter 775, F.S. c CONTRACTOR' A A ll CONTRACTOR' f o , OT M co bti c, Slate Co m. e • x p . Mai, to of F to!/ (..*1.- i mik 2 oa iroK NNETH SHERMAN / EASE PR O mm. Public, State of Flor Prelp ida ida Comm. e .p. ay 24, 2007 41 M �.' ' ' 405 i Date Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as i.or /ri/, 6LoC2 3 , located at ,? /d-v In accordance with Section 33 -12(0, Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming cool permit application in duplicate. NOTICE OF COMMENCE? "~ '- A RECORDED COI Y MUST BE POSTED ON THE JOB SITE RMIT NO :TATE OF FLORIDA. :OUNTY OF DADE: �E UNDERSIGNED hereby gives notice that improvements will be made ;napter 713, Florida Statutes. the following information is provided in this Notice of Commencement. Legal description of property and street address: 1. e T / -I ` /l /G4,2 7 2. Description of improvement; 3. Crwner(s) name and address: :7 /r)1 /(/U !/ - r' T Interest in property : Name and address of fee simple titleholder: 4 . " s rtante and address: ama cunt of bend der's name TAX FOLIO NO. A 4 z7J z.5 - d / ?! F� r is Notary Public Print Notary's Name My Commission Expires 1-- y L nit ` - FEI n 3 2 Z0 3CJtId d a/G J aL l JL'Z rJ S rtr2 T 1_ ( S ignat of Owner Print •lwners Name Sworn to and subscribed before ESSIG POOLS, INC_ day of 20 te r. JLlE ul l,c, Slate of Florida My cnmrr,. exp. May 24, 2Q07 Comm. No. DD 182405 SlOOd 9ISS3 to certain real property. and in accordance t bond requirod by owner from contractor. if any) 7. Persons within the State o1 Florida designated by Owner upon whom notices or other documents may be served as proviC: by Section 713.13(1)(a)7•• Florida Statutes. Name and address: S. to addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: t n date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 9. Exptrat o different date Is specified) me this KENNET s,e. F FLORIDA. COUN7y or I H•aL l � l ri C ng.n .. S .3 a rz p 7)=4. rerAiii7:.7.d.*: guns OR Bi: 21952 F9 4750; (1os ) RECORDED 01/06/2004 13:33:11 HARVEY F:UVINr CLERK OF COURT MIAMI-DADE C0IJNTY. FLORIDA LAST PAGE 96E5617650E 1111 with Prepared by Off-" Address : G. c.t ,.:.. 35(62 DE a so :9I 1200Z/60/Z0 Miami Shores Village 10050 NE 2nd Avenue r Phone: 305 - 795 -2204 Printed 8/1/2002 Page 1 of 1 Applicant: JAMES KNUTT Owner: KNUTT JAMES JOB ADDRESS: 321 NE 100 ST Contractor ORONI INC Local Phone: (305)685 -0412 Signed: Parcel # 1132060135350 Fees: FEE2002 -4188 FEE2002 -4189 FEE2002 -4190 FEE2002 -4191 Permit Status: Approved Permit Expiration: 1/25/2003 Work: MASTER BEDROOM ADDITION & FAMILY & KITCHEN EXPANSION If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. / This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all — V. - pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to \l and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done r_ by his agents, servants or employees. Signed: 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 '7 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 _ L myself, my agent, servants or employes. uo6do Description Amount Building Fee $1,255.00 Buildier's Bond $300.00 CCF $49.80 Radon $11.00 Total Fees: $1,615.80 (Contractor or Builder) BY: Permit Number: BP2002 -1323 Contractor's Address: 14040 NW 6 CT Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 39 LOT SIZE Construction Value: $60,000.00 Total Feelc1,615.80 Total Receipts: $0.00 (INSPECTOR) BY: PAY TO THE ORDER OF MEMO ORONI, INC. PH. 305-234-1129 14040 NW 6 CT. N. MIAMI, FL 33168 • 000405411' 1:06 70 L LS 251: 0500506478006 JAMES K. KNUTT MARI L. KNUTT 321 NE 100TH ST. 305-758-5339 MIAMI, FL 33133-2420 ORDER OF • 6 //e PAY TO THE . ; $ 951 CZ) / 62 _1:- DOLLARS a • MEMO PAY TO THE ORDER OF Washington Mutual Wasfikgfo^ fac.t...al Bank, F.1. Line of Crec.: 2601 10:a avenue Nor:, 1-310 16.3000 Lake Wor,k, 33 24 - 0, 7....S;Orrer se, :e JAMES K. KNUTT MARI L KNUTT 321 NE 100TH ST. 305-758-5339 MIAMI, FL 33138-242 TRANSATLANTIC BANK NORTH MIAMI, FL 33181 63-1182/670 DATE 1: 267084 L 3 L 2 2 L9 26030 2a AUT$-!ORiZED SIG',ATJPE DATE 7 /I ILL Ea Washington Mutual Wash,gtok darik. Fa. Line of C'ect: 2601 10;0 avekue 'for:- Lake Wort-, 0 33161 24 Maur 1stacnef Ser,ce MEMO (/ / /• I: 267084 L3 0: 400 22 L 2 60 30 2008 ! R-e $ 3 T•F 4054 DOLLARS 2009 63-8413/2670 4 2008 63-8413/2570 440022192503 I trAl& I $ DOLLARS a M AAA- _.' 1 7 7 1 S'; vC EEU N. ".. -.." AN 7 (305) 755-2 _ - ti __ =DING PEMa /C Nr_c2ArrcRS RSISi3a2TC•''t a- COEJS: Copy of STATE CF FLORIDA oww _x _CATTION (rpm) ._ s-a^ E REGISTRATION AND DADE C1CUNTTY CCmPETENCY LIr. jam' Copy of current CCQJP?iTICi2A.L LICENSE '-a county cr municipality = i � where business is located. Certificate of Insurance for r.nATT.rrr (addrec ± to Miami Shores Village). Certificate of Insurance for ACE ;'S C a (addressed to Miami ShorsVillage) or if exempt State of Florida LES. Form BC:f -204, Construction 'industry Notice of Election to be Exempt. Vaucta al Revie1q f Notice of Commencement PLEASE SUBMIT EVERYTEDn CT-TrKED OFF Pennit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sewed by registered architect or engineer. Occupancies by Grcuv Classification must be on plans and cep it application. All plans must incicce folio number and property dress.. Amended plans, in addition to the above, must also include the permit number. Structural al Calculation signed and sealed by arc? t_ t or engineer when applicable. Substantial Improvements Checklist (contractor or owner) . Four sets of energy calculations, signed and sealed To sets of signed & sealed Truss plans (Engines:). L DARE County or State of Florida Products Approvals for roof materials, adds, windows, exterior /garage doors, al; miaum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & .ealth Department (when applicable). DERM i!. ty Deed or Other Proof of Cwt rsiip if n cessa+ry. • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. - 3Z 0►3 5350 STATE OF`FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: �1 t idCIC O55- oh oicot phone See, I AviD PB C-10 LOTS IS BLK. BG 2. Description of improvement: Penan e, e'xtbitnC fbrmi 1(j LZccnr-) i e.If P. c&rr k., pk r - blir� i }h con-, ' - • .0 1 w - 4- � _. ._ A l 3. Owner(s) name and address: : Na ►co &r Miornj f-)hartc S t F .3) Interest in property: QZPJICIOnAtrli Name and address of fee simple titleholder: 4. Contractor's name and address: ORDMI TNC. ) 4040 Nit) e)c \ 3 ten STN^r flied in ;ids .1.1s fig AWK tik 1 I ,of • -• y 0:7 Cr' 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 Owngr u by Section 713.13(1)(a)7., Florida Statutes, Name and address: 6. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date 's specified) Signa - re of Owne F l Print Owner's Name — ��ry;1 ` Sworn to and subscribed before me this 7 day of Notary Public 1 , Nancy Iglesias cc} _e �, gasComnilssion # Din 1702S Print Notary's Name °'' ic: Expires May 13, 2006 1 :I.)* ,,6.; Bonded Thru My Commission Expires _, , •■ hiding Co., Inc. m notice ,20 c�1i. 028428463 2002 JUL 11 09:54 r other documents may be served as provided Prepared by MA Address: 14040 moo GGA k •t-- I\Crn\ ( f► 33)(05 C.O.R. 10.10 FT 98- 0002659 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNERS NAME JAMES K. KNUTT AND MARI L. KNUTT BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 321 NE 100 ST CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.) Lot 15 -16 Block 39 of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 according to the plat thereof as recorded in Plat Book 10 at Page 70 of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ## - ##' - ##.##' or ##.#####) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE HORIZONTAL DATUM: SOURCE: Lt GPS (Type): USGS Quad Map UX J Other. NGVD 1929 UNAD 1927 UNAD1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE O.M.B. No. 3067 - 0077 Expires July 31, 2002 ZIP CODE 33138 B3. STATE FL B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 07/17/1995 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03/02/1994 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of Flooding) B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1 1 FIS Profile I x 1 FIRM II Community Determined I' Other (Describe): B11.Indicate the elevation datum used for the BFE in B9: I X ( NGVD 1929 I_1 NAVD 1988 1 10ther (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? j_'Yes guallo Desianation Date: SECTION C - BUILDING ELEVATION INFORMATION C1. Building elevations are based on: 1_1 Construction Drawings* 1! Building Under Construction* I_Lc1 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number o (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a - i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? 1 x Yes ❑ a) Top of bottom floor (including basement or enclosure) 11.79 ft. ❑ b) Top of next higher floor N/A ft. ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ----ft. ❑ d) Attached garage (top of slab) 9.83 ft. ❑ e) Lowest elevation of machinery and /or equipment servicing the building N/A - ft- El f) Lowest adjacent grade (LAG) 9.61 ft. ❑ g) Highest adjacent grade (HAG) 10.70 ft. #x2 • 4/22/02 ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A License Number, Embossed Seal, CI i) Total area of all permanent openings (flood vents) in C3h N/A sq. Signature, and Date SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER John Ibarra 5204 TITLE COMPANY NAME Professional Land S veyo NOVA SURVEYORS, INC. ADDRESS / CITY STATE ZIP CODE SIGNATURE 5582 N.W. 7TH STRE '!'.TE 20 MIAMI FL 33126 DATE TELEPHONE 14/77/02 (305) 264 -2660 FEMA Form 81 -31, AUG • SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS 1 No IMPORTANT: In these spaces, copy the corresponding information from Section A. 98-0002659 BUILDING STREET ADDRESS (Including Apt, Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 321 NE 100 ST CITY tt STATE ZIP CODE MIAMI SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS. LOWEST FLOOR ELEVATION NOTE: ALL ADDITIONS WERE CONSIDERED TO DETERMINE ATGHEST CROWN OF ROAD ELEVATIONS = 10.20 FT T.fIWRST CROWN OF ROAD E1.RVATTONS =10.15 FT COMMENTS LJ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I_LI ft. I_.I -I in. 1_I above or Li below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 1 1 ft. 111 in. above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1 I Yes 1 1 No I 1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME JAMES K. KNUTT AND MARI L. KNUTT STATE ZIP CODE ADDRESS CITY 321 NE 100 ST MIAMI SHORES FL 33138 SIGNATURE DATE TELEPHONE Li Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. U The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 11 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. 1 1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G7. This permit has been issued for. 11 New Construction 1 1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or tin ZONE AO) depth of floodiry at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE COMMENTS FEMA Fomi 81 -31, AUG 99 TELEPHONE DATE ISSUED ft. Datum: ft. Datum: LJ Check here if attachments REPLACES ALL PREVIOUS EDITIONS PERMIT NO. . ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' DATE SECTION BY ZONING' . ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS • STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal. State. 0:x-dy. Wage rides cnd regutatfons. Yfnage no reaponslbguy for accuracy oflor resutts from these Bans. 2. This copy of plans moat be avallcbt. on tkading cite or no Inspection wt(t be conducted. JOB ADDRESS 3L( E• ,ens APPLICANT JC IN t T T PHONE# APPLICATION '6 SHEET OF MISCELLANEOUS CRITIQUE SHEET DATE MUG • COMMENTS O41r. • -5 1r o ."t + T' -S 6 6E3 r /92v/A/6 kJ/A/1902/ ®G / • // P , vr r/6 _ . c io,®Y & ' 6EV e miti co /rf c,416 f INITIALS JO IC N °TT J Si '1'�.- OF .Rr _. : Sh - btd , CODE „SEC ION �. 4 0 , 166/14 : s ., . e. Flaw 2, fre/'z chi col, Gt I ,e 3, Qesi94 Re - c /ore 3S u 4, P I1P I-P P 5.. 5 0 . 1 1. f ,d��G ? ja 9 Subs doers s ?AGE 7 0=O see ds 75 A Plsh law b ed. or a/ $i4e L side ()8` d" kld veloc a/e ictl / cow, s awa, off, T FIKeS1 j _ cei li 5 A- P l .>►ti 1-k? yrdvi./7 4 A sus e 'f ru-ss e 5 v r-i re r P o dad s9 ��r ov c!' L x /5/, , • - 0-2 4- w i 14- See, 4., 2(C)) � 17k re -uires 8x Iz - 77e i -s• er lel) • Dt Apneld Da.de C. is /46 mph, o vi eri f s a-Yid revise efe yea/ oits. Saltedwle5 by s wail itir,) d v 1 e,14 SG o-,- . eih-1;fs C am . I /S - 2) , e f'� l00-d5 Q f eol s of and 9i` -der t S5 es @ 32 4 � 1 Z E says 4811- Coard. s cwois D= • ¢ 12.9/0 n e ix/ ur / . 0alc cvs Job Site: /6. 3 / <+) i oo Date: •'t h' z m® 2- Type of Review: L t°4-7 0 1- By: Code Section Page Location Miami Shores Village Building Department Plans Examination Sheet T,l I5 ' /t. Comments rn t " - 9.9.4wi e ? ovi `y mod 2°`T.i�dL 90 P2 >' 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE: (305) 220-3171 FAX: (305) 554-7822 DRAWN BY: Survey of Lot: 15 -16 Block: 39 Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 321 NE 100 ST, MIAMI SHORES, FL 33138 For: JAMES K. KNUTT Date: 04/22/1998 A • ARC. A/C • AIR CONDITIONER PAD. A.E.. ANCHOR EASEMENT. A/R • ALUMINUM ROOF. A/S - ALUMINUM SHED. ASPH. • ASPHALT. B.C. • BLOCK CORNER. BLDG.. BUILDING. B.M. • BENCH MARK. 8.0.B. • BASIS OF BEARINGS. C. • CALCULATED. C.B.. CATCH BASIN. C.8.8. • CONCRETE BLOCK STRUCTURE. CBW • CONCRETE BLOCK WALL. CH. • CHORD DISTANCE. CH. B. • CHORD BEARING. CL.. CLEAR. C.L.F.. CHAIN LINK FENCE. C.M.E. • CANAL MAINTENANCE EASEMENT. CONC. • CONCRETE. C.P. • CONC. PORCH. C.S. • CONCRETE SLAB. D.E.. DRAINAGE EASEMENT D.M.E. • DRAINAGE MAINTENANCE EASEMENT. DRIVE. • DRIVEWAY. o • DEGREES. E. • EAST. E.T.P. • ELECTRIC TRANSFORMER PAD. ELEV. • ELEVATION. ENCR. • ENCROACHMENT. F.H. • FIRE HYDRANT. F.I.P.. FOUND IRON PIPE. F.I.R. • FOUND IRON ROD. F.F.E. • FINISHED FLOOR ELEVATION. 4f /9 rtrt ♦ rtrt Y � Y Jxu. LAND SURVEYORS LOCATION SKETCH 9 ABBREVIATIONS AND MEANING F.N.D.. FOUND NAIL & DISK FR.. FRAME. FT.. FEET. FNIP.. FEDERAL NATIONAL INSURANCE PROGRAM. F.N. • FOUND NAIL. H. • HIGH (HEIGHT). IN. & E0. • INGRESS AND EGRESS EASEMENT. L.P.. LIGHT POLE. L.F.E. LOWEST FLOOR ELEVATION. L.M.E. • LAKE MAINTENANCE EASEMENT. ' • MINUTES. M.. MEASURED DISTANCE. MON. • MONUMENT. M/H.. MANHOLE WL. • MONUMENT LINE. N.A.P. • NOT A PART OF. NGVD• NATIONAL GEODETIC VERTICAL DATUM. N.. NORTH. N.T.S. • NOT TO SCALE. - NO. • NUMBER. O /S. • OFFSET. OH.. OVERHEAD. O.H.L.• OVERHEAD UTILITY LINES OVH. • OVERHANG. O.R.B. = OFFICIAL RECORD BOOK. PVMT. = PAVEMENT. PL.. PLANTER. P/L. • PROPERTY LINE. P.C.C. • POINT OF COMPOUND CURVE. P.C. • POINT OF CURVE. PT. • POINT OF TANGENCY. POC. • POINT OF COMMENCEMENT P08. • POINT OF BEGINNING. 2 l00 3 P.R.C.- POINT OF REVERSE CURVE. PROP. COR. • PROPERTY CORNER. P.B. • PLAT BOOK. PG. • PAGE. PWY • PARKWAY. PRM . PERMANENT REFERENCE MONUMENT. P.L.S. = PROFESSIONAL LAND SURVEYOR. R. = RECORDED DISTANCE. RR. • RAILROAD. RES. . RESIDENCE. R/W. • RIGHT -OF -WAY. RAD. • RADIUS OR RADIAL. R.P. • RADIUS POINT. RGE. = RANGE. SEC. • SECTION. STY. • STORY. SWK. • SIDEWALK. S.I.P.. SET IRON PIPE L.B. #8044 S.. SOUTH. S.N.D. • SET NAIL & DISK L.B.#8044. SP.. SCREENED PORCH. "= SECONDS. T. = TANGENT. TWP. TOWNSHIP. U.E. • UTILITY EASEMENT. UTIL. = UTILITY. U.P. • UTILITY POLE. W.M. • WATER METER. W.F. • WOOD FENCE. W.S. = WOOD SHED. A = CENTRAL ANGLE. W. • WEST. C • CENTER LINE. 4 - ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE ANOIOR NOT TO SCALE THE LIABILITY OF THF. SUPVEY IS LIMIT EC TO THE COST OF THE SuFi E'1 THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FL000 MAPS HAVE DESIGNATED THE HEREIN OESCRIBED LAND TO BE Scale 1" = M 2 J ter' 2 n �7- SURVEY No. SHEET NO. LEGEND TYPICAL WOOD FENCE. k X k 1( CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) 0.00 X EXISTING ELEVATIONS. 1 0 I PROPOSED ELEVATIONS. SURVEYORS'S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAIO PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 2). IF SHOWN. ELEVATIONS ARE REFERRED TO B M # ELEV OF N.O.V.D. OF 1829. 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 610174, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. Situated in Zone: X Community /Panel /Suffix: 120652- 0093 -J Date of Firm: 03/02/1994 Base Flood Elevation: Certified to JAMES K. KNUTT AND MARI L. KNUTT FIDELITY NATIONAL TITLE INSURANCE COMPANY LAND TITLE SERVICES, INC. HOME SAVINGS OF AMERICA, FSB, ITS SUCCESSORS AND /OR ASSIGNS 98- 0002659 OF Z BY #y� e 6600( 9 IBARRA (DATE OF FIELD WOR ). 7� 7 PROFESSIONAL LAND SURVEYOR NO. 2S STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON ' / - 2 G '-0 . 5u - ' +- r'a:7 , E/t"'V REVISED ON 5582 N.W. 7th STREET. SUITE 202 MIAMI, FLORIDA 33)28 TELEPHONE: (306) 220-3171 FAX: (306) 6647822 A.� S5uringors LAND SURVEYORS BOUNDARY SURVEY Scale 1•_ SURVEY NO. SHEET NO. 9b - 2609 2 of Z. MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROI, DIVISION.' Your application for Product Approval of: (305) 375 -2902 FAX (305) 377 Series 2100 Aluminum Single Hung Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and :•ypes 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secur 2 this product or material at anytime 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 , 12.end the use of such product or material immediately. BCCO reserves the right to revoke this approval. it it is determined 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.:99- 0712.05 Expires:07 /11/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GE` :ERAL This application for Product Approval has been reviewed by the BCCO and approved by the Build:. . ..ode and Product Review Committee to be used in Dade County, Florida under the conditions set forth .hove. Approved: 08 /26/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmaster ©huildingcodennline.cnm MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3::'. . '363 (305) 375 -2901 FAX (305) .5 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Contrci Division rancisco Quintana, R.I.. Director 1 of 3 Miami -Dade County Building Code Compliance Office Hnmepage: http :/ /www.huildint;codeonlinc.:um Security Windows and Doors ACCEPTANCE No.: 99-0T1 APPROVED AUG 2 6 1999 EXPIRES July 11, 2002 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0924.13, which was issued on July 16, 1998. This approves an aluminum single hung window as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), 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 2.1 The Series 2100; Aluminum Single Hung Window, and its components shall be constructed in strict compliance with the following document: Drawing No. W99 -48, titled "Series 21 00 Alum. Single Hung Window," Sheet 1 thru 3 of 3, dated 06/16/99, signed and sealed by Humayoun Farooq, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of an aluminum single hung window, as shown approved drawings. 4. INSTALLATION: 4.1 The aluminum single hung window and its components shall be constructed in strict compliar with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS. 6.1 Application for building permit shall be,accompanied by two 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. 2of3 Manu Perez, P.E., Product Cont - )Examiner Produ• ontrol Division Security Windows and Doors ACCEPTANCE No.: 99-0";12.05 APPROVED AUG 2 6 1999 EXPIRES July 11, 2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application h.:s been filed and the original submitted documentation, 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 a- 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 eve 'uation of this product and the product is not in compliance with the code changes; b) The 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 purpose. 6. The Notice of Acceptance number preceded by the words 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 z.pplies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tines. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages .1, 2, this last page 3. Manuel P rez, '. E., Product Control' •aminer Product trol Division END OF THIS ACCEPTANCE 3 of 3 August 28, 2000 Mr. Mike La -Fevre Traco Security Windows 5100 N.W. 72 Ave. Miami, F1. 33166 SUB: Single hung window series 2100 Miami Dade County Noa #99- 0712.05 Dear Mr. La -Fevre C:BK \My Documents \MikeLafevre AL- FAROOQ CORPORATION ENGINEERS PLANNERS & PRODUCT TESTING I This is to advise you that the comparative analysis chart on DWG W99 -48 we have erroneously shown a dash in the width slot for size 53 1/8" x 74 1/4 ". The actual capacity of a window of size 53 1/8" x 74 1/4" glazed with 3/16" annealed glass is +50.0 -50.0 psf as shown. Please note that this is the tested size for 3/16" glass shown in the approval (FTL- 1274). If you have any questions, please feel freeca1 >±ra Very � �!Al?� i'7"• "'� .' Y • • ' Dr. Hu i Preside 1235 S.W. 87TH AVENUE. MIAMI, FLORIDA 33174 TELEPHONE (305) 264 -8100 • FAX (305) 262 -6978 0.L OPG. (FIXED) • SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) 1353 -ANN. GLA::S . it " / DSH -ANN. GLASS 3/18" -ANY. GLASS VIDTH HEIGHT EXT. INT. EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8 48 1/16 MAX. 63.3 66.7 O.L OPG. (VENT? 50 1/4' MAX. • DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. DSH -ANN. GLASS 3/18" -ANY. GLASS VIDTH HEIGHT EXT. INT. EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8 23 ) • 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 90.1 19 -1/8' 26-1/2' 37' 53 -1/8 38 -3/8' (3) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 87.6 61.3 61.0 76.8 61.0 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 104.1 50.0 50.0 62.6 62.6 19 -1/8' 26 -1/2' 37' 53 -1 /8 57' (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 6.3.3 65.6 80.0 98.3 - - 57.9 57.9 19 -1/8' 26 -1/2' 37' 53 -1/8 63' (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 58.7 58.7 80.0 89.0 - - 54.5 54.5 19 -1/8' 26 -1/2' 37' - 74 - 1/4' (6) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 - - 80.0 89.4 - - 50.0 50.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ROLL FORMED ALUM GLAZING BEAD GLA'Z'.' 7, OPTIONS ROLL FORMED ALUM GLAZING BEAD n n DSB -ANN. GLASS r -3/16' ANN. GLASS i \ BEDDING COMPOUND i ' .- \ BEDDING COMPOUND LaJ 1.- SCHNE MOREHEAD 5555 r SCHNEE MOREHEAD 5555 XI Z Z = N T 4 ml � C.) \, C/ ^ I I 0 W 0 0 53 1/8' MAX. WINDOW WIDTH 49 5/8' MAX. VENT MOTH 6' MAX. TYP. 0 CENTER ANCHOR O HEAD & SILL REDD. ON WINDOWS OVER 26 -1/2' WIDE ONLY TYPICAL ELEVATION$ TESTED UNITS Engr. DR. HUMAYUU:v FARGOD STRUCTURES FU_ PE / 16557 • • n x 0 0 z 0 53 1/8' MAX. WINDOW WIDTH 49 5/8' MAX. D.L OPG. (FIXED) 3/16' ANN. GLASS 48 1/16' MAX. D.L OPG. (VENT) 50 1/4' MAX. VENT WIDTH 0 0 I I 6' MAX. TYP. NOTES. 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDmON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 - USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 70 APPROVED AS COMPLYING WITH THE SOUTH FhORIDA GUIDING CODE q q BY. 11 PP.90U T CONTROL Di1•.:. BUILDING CODE C ACCEPTANCE NCICI-Olt" • ":ICE I c: of -a r UI ' NI dl LI m ' -I li o !j I 2 I III - oI I; i 1 Orc Nog r..0 t W99 -48 i sr.ee: 1.3f 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2 C ' =: , , IOTCH AT EAC •.'•0 OF- SCREEN RETA.N.`..; LEG a C ° 4 • a 1 4 Y 1/8 SHIM AT EACH CORNER OF SCREEN SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, t4 FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. \I r INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY SECURITY WINDOWS, MIDST. SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. 1 _1BY OR 2BY WOOD BUCK ITEM NO. 2 3 5 6 7 8 9 10 1 12 13 14 15 16 17 18 19 20 21 22 23 PART NUMBER QUANTITY 050 -00 -367 HEAD 050 -00 -375 050 -00 -366 050 -00 -164 050 -00 -492 051 -00 -160 2 VENT SIDE 050 -00 -119 2 012 -00 -832 AS REOD. FRAME ASSEMBLY SCREW 050 -00 -000 AS REDO. 047 - 00 - 008 050 -00 -000 AS REDO. 007 -10 -016 2 SWEEP LOCK O 7' FROM ENDS 004 -00 -003 048 -00 -002 046 -16 -005 WV -8502 WV -2205 AS REDO. AS RE00. AS RE00. AS RE00. SILL Engr. OR. MUM.4Y0UN FAR000 STRUCTURES FL*. PE # 18557 JAMB VENT TOP VENT BOTTOM MEETING RAIL VENT ASSEMBLY SCREW WOOLPRE VENT SIDE MATERIALS UST DESCRIPTION ACRYLIC BASED GLAZING COMPOUND SCREEN MESH ROLL VINYL FLAP SILL 046 -16 -030 1/ JAMB BLOCK AND TACKLE BALANCE 2 CLOSED CELL FOAM PAD AS RECD. ROLL FORMED GLAZING BEAD MATERIAL MANF. /SUP LIER/ REMARKS 6063 -TB 6063 -T6 6063 -T6 6063 -T6 6063 -TB 6063 -T6 6063 -T5 BULB WEATHERSTRIPPING VINYL 1/4 SHIM MAX. ALUMAX TIFTON ALUMAX TIFTON ALUMAX MON TIFTON # 8 X 3/4' SMS j# 8 X 1' SMS AMESBURY ZAMAK MARBOLLO INTL ROLL FORMED SCREEN FRAME - I OPTIONAL FIBERGLASS SCREEN MESH - I- !SCHNEE MOREHEAD 5555 WIBORG VINYL Imam - I ALUMINUM APPROVc_ AS COMPLYING W:TH THE SOUTH d.ORIOA 8 ILOING C JWINDOW COMPONENTS - I1 AT EACH CORNER TYPICAL ANCHORS SEE CHART FOR SPACING 3/8 MIN. TYP. GLASS BITE VENT WIDTH D.L OPG. EXTERIOR WINDOW WIDTH a S RC;,. , 1.C. OIVSiON 3UILO" COMPLIANCE OFFICE z U z W O F I= 8 0 IC. IO VI !0 W c'1 I ti IVI 0 z 3 ' 2 D z W O < I° Q. Q V, a n 1 m 1. ! 3-4 • - W o G to • m I olj ,� r - __'� crowing no. W99 -48 , /greet 2 of 3 FRAMF HFATI 1 .812 - 1P.062 1.012 7 L.969] MEETING RAIL 1 1.187 r 1.637 .062 —IL- VFNT TOP RAIL VENT BOTTOM RAIL SASH SIDE RAIL FRAME TOP CORNFR FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER G WITH THE W O ¢ aiI N - • O U m di 2.327 --' .052 937 �- -2.125 1 1.982 r 1.375 L I 1.250 FRAME JAMR 2.125 Engr. OR. HNIAYOUN FAR000 STRUCTURES FU. PE b' 16557 r); APPROVED AS COMPLYIN SOUTH ORIDA 8 ;LOU' CO E OA BY PRGOU Cr Oi DI:S:0 BUILDING CODE CONIFS,NCE OFFICE AG: FT ?NCE q0� 9n ee1 3 of 3 i,'9:11 { 1;‘,I MIAMI- DADE " ^: • „4 ..'r PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis Your application for Product Approval oF: The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0615.01 Expires:07 /22/2002 Approved: 07/22/1 999 FL 34274 Internet mail address: poslmaster0huildingeodeonline.eom MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGL.ER BUILDING BUILDING COI)r: COMI'I.IANCF; OFFICE MF.TltO -DADE FLAI;LER BUILDING 140 WEST NNN.AGLER 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 ENFORCE%IENT SECTION (305) 375.2966 FAX (30.i) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 :;St rtes FD -101 Oulswiu; Aluminum French Door ; under Chapter 8 of the Code of Miami -Dade County governing the use of 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 approval shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this product or material at anytime from ajobsitc 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. 13000 reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES 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 Dade County. Florida under the conditions set forth above. lO •ranclsco . Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Offict (lnmep lye: htlp :/ /www.huildingcodeonline.eow PCT Industries. ACCEPTANCE No.: 99-0615.01 APPROVED JUL 2 2 1999 EXPIRES JUL 2 2 an? NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 2.1.1 The Series FD -101 Outswing Aluminum French Doors and its components shall be constructed in.strict compliance with the following documents: Drawing No 94-1, titled "French Door XX, X" Sheets l through 4 of 4, prepared by manufacturer, dated 09/05/97, revised on 6/29!99, signed and sealed by Robert L. Clark 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. These documents shall hereinafter be referred to as the approved drawings. 3. LI4ITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 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, dearly 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 Buildinn Code (SFBC) in order to properly evaluate the installation of this system. 15t..5.A. I • 4-11../.,144-, [slug Chanda, P.E. Product Control Examine Product Control Division 2 of 3 PCT Industries. ACCEPTANCE No.: 99- 0615.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS . JUL 2 2 1999 JUL 2 2 2002 t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 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) The product is no longer the saute 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. I. 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 purpose. • 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 tints. 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. • Wat(a,., lshaq Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 6 37.500 13" MAX. ON CENTER TYP. HEAD e SILL { H ;ngc Loc. 1.3.250 Hingr Loc. TYP. BOTH JAMBS 95.500 13.250" Hinge Loc. TYP. BOTH JAMBS r 6"—I EXTERIOR, ELEVATION —13" MAX. ON CENTER JYP. HEAD & SILL g/e/ / \ \ 71. 750 / / / / / / / / / -1c et: o.e. O'o -" &/: D.B. 6/2 sy7 7 Cn:0 Cy: rot.. Ool.: 9/5/97 6" 13" I � 6" ON CENTER 13 " rrp. BOTH j JAMBS Soo Noce e . 6" !rt-!M 1 1,,1 C.cr;..1 ,KC } 1' Se(;e r /A de l• FD – 101 1 C,escris16orl: <7 75 TYR. BOTH 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: X XX 3.) DESIGN PRESSURE RATING: +60 P.S.F. –60 P.S.F. 4.) AlvCrIGRS: MAX. 6" FROM CORNERS (HEAD 6: SIL C) MAX. SPACING AT HEAD 14 SILL: 13.000 Co iuYDR3 (JA m8) 5) MAX. SPACING AT J.&MSS: 13.000 5.) INSTALLATION OF THIS UNIT 471! L RE CJ'RF A HURRICANE P RO ECTfV' 4 6) SEALANT TO eE ■?PLIED AROUND FAME CORNER. PANEL CORNER, DEAD BOLT & LEVER HANDLE:. 7) REF. NOA: 99 - 0515.0 8) SCREWS ARE STAGGERED AT 13" CENTERS. SEE SHEET 4 FOR ANCHORAGE DETAIL. 1070 T ccnr:ology Dr. l'V Jr Urns , Fl. 34275 Fri ich Door 6. PCr ND: KNOOR NO: n�nn! Ih/1PL r'T n__( Sc..,: I s.e.r: I-'r pnc.YC lS C0 rtti t>••r SOWN /1.1:3:C..: EC:;9tfi: C 1.12 c4 A. err 1 Bv•tD.x; CCC CC++Ft0. CFfIC1 'cc;: 11�, �'"� •�, �� _ / / INDUSTRIES 944! Y r .250 Max. Shim TYP. 95.500 93.615 Door Height 3.000 lam -- ROUGu OPENING 1 fr-) 1.272 4.000 TY?. 1.750 ROUGH OPENING 3 SEE SHEET 4 FOR ANCHORS .250 Sh: --f � - TY?. I I 1.479 84 5 /8 DA YL CHT O PENI /IC ROUGH OPENING 3.000 EXTERIOR INTERIOR VERTICAL SECTION 25 11/16" DAnfcHT OPENING' EXTERIOR - 71.750 65.26 PANEL OVERALL HORIZONTAL SECTION D.B. 9 /� /97 5_ .:e r /vee FD --101 PC tO: b1.7.•;70 Trench Door — Section Views rRe.-;i:wa: �w. i.aw..t i I /a. Occin& .00: I Ds c+1..1 .an 1070 Technology Dr. Nokomis, Fl. 34275 Sceic Isnett: IGe•••;/•; �•.. AP= 2■y;;1 AS C(..Y.P TIC rt7Ts ' ;(* SCvr,( FLC : i.k eti 1711% C�7Z IS G . PR07vCi CG'iTRC; su :cotN COVE COV7LI _10E 0;i1Cc INDUSTRIES 7.14 94 i i 3.000 ROUGH OPENING e 6-3b f Mo1e'C. R,• S)- 0.8. Lott: ) Chlyd Sr: 6/1P/99 I D.B. Oro . a, :��•: 9/5/97 Sack o/14 oa e FO -10! Porfpl on: .250 - MAX. invam: t I/6. Cobra .Qi 1 Gar.! .Rx t Mrio- t PC t4:): £N. NO: L' 3/10" TEMPERED NON - IMPACT GLAZING OPTION 1070 itchno /ogy Or. Nokom�.s, Fl 34275 French Door — Glozino & Exploded Views I S cok: Shert: 3. APP2CY_C AS CO.M.P.r1G W-=: TX pl;r J N! .. , l a 9i _tS1,,i' I 1 . d:. :Odic CODC COMP I&iCE W:ICE i.CCP :kKCE tr, a ... C' .a1 `L O I INDUSTRIES Go •.q No. 944 r s 1•I 1150 1 r *coo evcr: • • • J/16 TAPCOti g TYP. HEAD SCREWS ARE STAGGERED IN JAMBS. SEE NOTE 8 ON SHEET 1 TYP, JAMB ; • TYP. 511.t. 2 twx)n evcx 1; T,J TYP, JAMS ITEM —. ITDOOR H 606S- T5/.062 WAtLL 60375 2 1200R JAMB AL. 6063 .-T5 062 WALL 60376 ..:L.I.Q.Qp..f?. AS rRACAcjilL606 W 4 f i 1.250 x .18/ NSEAL Simp 60377 .. 1W5TP CHANN A 60-T5 M. 60 6 1FRAmE JAMB (AL. 6 O63-.T5/Q50 WALL) 60380 A:D53-T5 nr WA! I ) iAoe 1 i l5269 3... 8 ISILICONc. 9 IOUTSYI. THRESHOLD (AL. 6063-T5/.050 WALL 10 15716x18 THREAD[D ROD 11 i L'S5 CLAMP (AL. 6063• 1 12 15 15x1 16 TRUSS WASHER 13 15/16x18 TRUSS NUT 1 1 SCR. COVFR CAP 15 1SraKE PLAIT lu 1STR/q PLATE INSERT 17 110%3/4 SCR. FL T. HD. PHIL 18 19 110x) FLT. HO. PHIL 20 fi 0x 1 /2 FLT. HO. PHIL. 2 ro.P/eoTT. SLIDE 22 16x1/2 FIT. HO. PHIL. 2.. 10•,1 1/2 .sC:R. PN HD. QUAD. 24 ls� x ofe Ph. F. EA.'S 25 i! ocw suopopr ASs /1' BOL LOCK a*Won.l.: 6053-T5 icNid D 1001.: DAS. 6/29(29 C•o•••• 13 /: Dote: 0.8. V, T. 5/9'4 d 4 1 Oct) 000r to ez 001. (oo. 4 2 2 ) 51059 1 rod Sicf; ;NuL1_ JAL. ro::; ALZ.d.:A: bat. rod FASTEC 1'.;DUSTRIAL toot. rod) FASTEC INDUSTR1AL VINYL Cds‘MCORP VINYL 2 ( 2)1 i MERCHANTS 17 OX L 0.31 (6 ./ hinor - hinoc-oroct T:-7 I )Ox 1 2PPwi.)0 (1 5) (5/hr7o .1. dehinue-fromr iamb) 1.1' 141720 12 (011(1 C (ca./o0. of 11512..r! 4 (4)1 C 2 shoe 178112A fr 2 (22 o/neod de sill) 7558PFA t25 ( 4 ). (2 AC,' 5 /vet. 1 LIPLO) .1 (2)1 (1 - 7634r 5 (4) 150378, 1 7WASHA I 7,1NLITA 1 f 7FRSPX 1.11721 6tRO A I 24 I door too 18 ( ltc;. Coo; 8 t 4 1(2 co. door 10 5 1 I 8 (4 ))) (2/eo. door I! I) 171034A W 1 I 1 r 6x3 / 4 r r. H 27 1.200 x .190 OLON 160200K 5 OT Y. 20 2 (1 2 P. 7 5 ( PCT F0-101 04-,t../•p i•ort: French 3 i.-t.: lock 1 vE p.•:"OR Hr.': LOCATION Cz. bat. top le too le too ef ()o/c lo:xs) I. h. /Jock su000rt ossvi 4 1 a.-ccois Ir. amb & head 28 1.375 x .190 OLON 150300W 4 3 I 1/ostrcr7o's &. I(cme lomb.$) SCHLECE: CORP. 29 13 POINT LOCK S'r. JF03PTA '," 7 (-7 1, r.t cs:roc!) 30 ROCK (ACT IVE ) 1 7LOKAP 7 (1 )1 r) r.h cstrome) .31 ROCK Dn.11 1 10K/.P 1 (017(0 I.h cstro 1 32 1 D EA.0 -soLr LOCK 1 7B1 TIP 1 (1 ) 1 0 .. r.h. ostrocol 1 33 1OLA2INC CHANN't. 182334 I 8 s(*.i uscd w/;/4 a loss) 3 1 5 FOAM TAPE (AD. r 51305K 76 (4) 7 35 11/4 TADCON 1 1 35 72/15 TEMP:7PE0 7 7 2 ( 1)7 37 ISEAJ:i SEALER 15S.V55W I .35 I 3/15 OLA2 INC 6 EA0 1E5170 : 6 (4 ?IL vsec! o 39 I i • 1 z Ph. Pr. 5.74S I I r ,.„ orrs M BRACKETS' ARE' roR x COP•irICUR•4110.•1 cl bec:.11 YCNOOR 1 . 1L UMAX ALumax JALUMAX CC.rii T • • - r t 14•••• t•-• 1070 Technolooy I • 1 1./G - , Ct-c•nt-d .re- r Nokomis, ri. 34275 C•ct:••••d .000 1 1 1 • Door Anchorooc 1VEN90.4j I Ar -10375 1AF-10.375 ( A PI . r• Siyis -10./ ALUM' 7AP - 10319 htspiAx 1 AF--10380 A11141AX 1 AF- 12376 Dow CO.-rNI:,'C E899 AL UMAX ostrocon VINfl TECH ic.7N Ei? 1 FAFT:Ft. r 1.tC.: FASTEC AOUA 1 41721 I 41720 1 1 AF -72375 AF 10372 I 41722W vINYL FAS TEC ki0 tR1..4. 1 SCHLEGEL CORP. TECH. HARLOC HARI OC HARLO ALUM...4.X 1 PROOliCTS PPC LOF 15C frL04.: 5 ;:, wrix rgz COC B...ntinnc ei CYN Of - r ,1 4 •• r" OH, 1 0200X190 C'375r 190 I P03? I 700 1850 $520 11305-1 1 Sia550 105-005 INDUSTRiES Motet !C.-7- -7 ■•.• it P 4 4 R B ' MIA}NI - • PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 NW 22nd Street Pampano Beach, FL 33069 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305).375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 0.050 " Aluminum Storm Panel Shutter 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 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.:98- 1110.03 Expires:03 /13/2003 Approved: 05/20/1999 MIAMI -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 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 Dade County, Florida under the conditions set forth above. Oaizm rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Ofli, Internet mail Nr1ArPw poctmnslrrrlhnilrl ■r +orn.lrnn..nr rnm 11nmer.nn,•• +•U+..•ir,• .,., + '! 1• .. • +. r Madden Manufacturing Co. ACCEPTANCE. No. : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.02, which was issued on March 13, 1997. It approves an Aluminum Storm Panel 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 1 This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -110, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #6 dated March 4, 1999, sheets 1 through 8 of 8, 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. 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 This Aluminum Storm Panel 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. . i APPROVED 98- 1110.03 MAY 2 0 1999 EXPIRES March 13. 2003 Helmy A. Mkar, P.E. - Product Control Examiner Product Control Division 2 of 3 Madden ManufacturinE Co. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ACCEPTANCE No.: 98- 1110.03 .APPROVED : MAY 2 0 1999 EXPIRES March 13. 2003 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 cigh (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 produc: and the product is not in compliance with the code changes. b. The 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 thc correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initiall■ 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 automaticalb 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 thc 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be. cause for termination and removal o1 Acceptance. END OF THIS ACCEPTANCE Ye/6- Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of LABEL • CCOTT10N-. sm "'~ LO)12 -\ • 150 GENERAL NOTES. O 7 "E" TRACK . • :230: 12.00 COVERAGE 7s.24r STORM PANEL O SCALE +VI: .Cr 2313 -• NY M isr MY .•; ITV., w :I -..._...20.. a4r •.a = -== . s; STY►) ALT. LEo loft DIRECTON i ^ "P TRACK SCAL(: 1/ L • o -r 7 -01S - - %TV 120 OA. GALV. STEEL 011 Mr ALUM KEYHOLE ® WASHER SCALE : .ALP SIZE i • w' 0 O. IS7r -R Ur w; • w Orr S ✓ s 1� NT •, 17as WINGNUT SCAL! : HALF 512! g : i M. Z M <• t S. 0 JI 4 : 8 <: J a. < 1[ GAGE GALV. STEEL GRADE C L so I THE SM SHUTTER AA M M [ VTIN. OESNINED TUTU 01 ACCORDANCE 1 PO IPI f. AC � � W 111 ASCE7 I•MNM DESIGN LOADS P 06 SULOMO3 AND o1NQ summers.- TANES SHALL SE R*PER010E0 AT APPROPRIATE Ws1011 LOADS. 1 P1000CT mum= SNAIL MI WORN Ir OP ONE 9t0 OP M PANEL W)TN A MRS. OP ONE MAIMING PE PANEL AND SMALL 111 LASELED AS POLLOMS. MOM MO CO. POMPANO IDOL R DADE MART MIOPILT APP RO MD A. PANELS NAME SEEN SLIM IN ACCORO*"CE YOT11 M DADE COUNTY PROTOCOLS PA 241. PA 202. A/O PA 201 DESIGN 1S SA3UD 01 CONSTRUCTIN 1[71016 (o1POPATIOM KTO TEST RIPORT NA 11.416 S. STORM PANELS SMALL OE 5052-102 ALUMINUM ALLOT. •.•WO T1.00RES1 ALL ALUMINUM E XTRUL016 SMALL 66 61143 -T0, U16A . IL All Wiwi AN0 SOLTS 10 K 2428 -16 ALI ALLOT. STAINLESS 371(.. OR GALVANIZED STILL VI711 A 33 10 11404404 'MELD 17P(140 14 T. POR NNSTAUAT60n3 1• PT. ON LISS 6SOVE ORAOE. AN OPTIONAL r • r • al CAW OAR MAY K OLEO TO C0NTR0. Ot0t[C110" OP STORM PANEL 1711(1 PROVIDED TWAT M PANEL SPANS US[0 ARE 148 OR 1III. AND THAT M S[PARATIOM ANON M CLASS 0 2. OP MGR[ SUT IISS 11INO 1-116 STELE EAR NAT 61 USED PA31040 AT PANEL DI.L34AP3. AT WISP AN. NI V8 • a SOLTS MO O4 CAST MARINO. YAD4RE0 VINOMOT& SII POMP. PANEL RPARATRM MON OA= 30mulL PAR • OP a POR 31601120 SEPARATIONS. D. TOP MO SOTTO. DETAILS KAY s[ Of- EMMANOEO As MELO COIOTNX4 REOUME. PANELS MAT ALSO 141.01.01111) % CTM STUD ANGLE OR DIRECT MOUNTED /16PRONtALL7. O . M PUNT HOLDER SMALL Vow.. M ADEQUACY or M (705110 ITIIURURE TO 1)518• M NLY SUPIRPIP01U0 LOADS 'AD TO TEMPT ALL 04RMSDNI AT INC AOD sat mom *01.666(0)4 wen. M MOI11L 10. ANCPORS SMALL se 61TAL.EO IN ACCOROANC1 RAM .AM •AC71R•01s R1COMS•1DAT10H1. . 16990■1 1.90M 11044. ea AS mono are 0o NOT .RUED( stucco 011 anon moos. It AT UM? 014 YARNING .011 PIP 0►L1MO OVAL DE "LAUD IN • (•6P[u0U1 LOCATION ON ANY OP 114 (OPPONENTS OP STORM PANEL 17110• ADr•104 774 61016E 0•N11 oil moms ?NAT num, PANELS MEL NOT 0911.1 l*RP1CA14 PROTECTION ‚MISS STEEL TOSS a GOATS "Ws HEADER O SCALE • 1/1. • 0• -1 €c: M' ® STEEL BAR SCAR+ MAL/ SIZE ~- 1/a- MAX • • MT, 1- S' Y MDT. YNL0•7(0 (PERP. TO PANEL S►ANM TYP. SECTDNS a TYPICAL VERTICAL MOUNT ELEVATION POP ALL M T70NS f(1 TA6I[ 2. PAGE • OP s. PON REOWRED IOM PANEL sc9A8A704 roof. 0.833. - G OPTIONAL - _- - - - l - - - - - - EXISTING STRUCTURE W ALL MOUNT 1/4 MAX.. - Z - - 17RUCT�M11 -� s © TRAP MOUNT _ 2.210 "U" HEADER . - TOP MOUNT 2•i 7 ':a•. S.: � A..TY PLAN Vita 1 09110116*. STt0. DA1 ON OUT1•1 Or PAN1L5 - 15! 14071 7 $01TO• M U N T 1 4 6(7 .171. - 0 01•71CNAL ••■• ••1.l.A •.• ,.....•.•. ••. A II C •a. ••.. • • , .- w • • , .125 17161 O SCAL! : va • o• -r MILTS. UNLMTLO !PUP. TO PANEL SPAN) SECTION N ION ALL INSTALLATIONS Sc1 TADI1 2. PAGE *OP [. POP R10006(D PON. PANEL SEPARATION PRON GLASS. ® orronA1. - © TRAP MOUNT EXISTING • STRIATUM OD FACE MOUNT S N M AIL 4a STUDDED ANGLE SCAIe : 1/a- . o- -r O SCALE 1/4 . IT , S.00 MAX. ANGLE :S:r:: OW DETAIL -T- PA5TI 0 T2 0.[_ st( ANCHOR SCNEOUL( POP ANY ACCEP TABLE *•06101 DIRECT MOUNT ELEVATION a a 1) • • s r ° Y I T- Y . er- K - O 1/2 MIN. . OV[RLA• ALU-1 ANGLE *losullc ►,ECU: rP r . 123 NM TO 2 - • r • 123 NA:6. - - ENVIVO i •1 . — Om i STUD( SCAL! . 1. 1 1 • 1 ro OPTIONAL STEEL DAR t C• OUTS/)[ OP PANELS SCE NOTE 7 •- LXKTING ST*uC7w[ - OOPTD - - - - - - • -, - - ,t, Set NOT( 7 MAX._l - - • 5 Al scat. SE[ STORM PAN P01 NAN. (VEIT1CAL C n, OPTIONAL 111 - ON ou7S101 OA SEE "0Tt 7. PLAN HORIZON" MOUNT El P01 ALL PAGES OPS. PON 11011 PROM °OPTIO OU 11310 12 0C TYPICAL BAI (USE ONL7 M•(• 01611056E APPROVED AS COMPLYING SOUTH FLORIDA BUILDING DAT BY PRODUCT . OL OIV.S.0 BUILDING CODE COMMA ACCEPTANCE rro.a g — l • ►� OOtTPO COUOWT11. O► j NLO BLOOM CO W000 P RAHPm ORE AINNOI SCOWLS EASED OM TYPE er-4 Co ▪ MN[CTION *rear 1 PROM GLASS r I I OCOIT. =WINO CONCRXTL P .LON SLOCR. OR WOOD IO ISLE AKNOR SOMOLLE EASED ON TYPE II OP STRUCTUR ANGLE TO MALL DETAL GLASS DR DOOR PASTOED1. sag AMOCO SCHEINAL RpQtNCE COIMECTl• -rna r EXISTING CONCOCTS. HOLLOW BLOOM. DMA WOOD FRAMING (SCE ANOKA SORDuLa SASED ON TYPE OP STRUCTURE) OR GLASS EXOITIIIO CONCRETE. IOLLOW BLOOL ON W000 PRAJONS 0111 W11040 ipIOSILt SIRBNS M TIM TTF! a. sTR%ICTUR1) PASTtIRR. SEE ANO10R COIRSC11U01 • IMG• ITYP. TOP I. SOTTOPO DOW. ITYPJ 0 OCONT. LL-SO KACIINE BOLT S MNGNUT • TT O.C. PON PAWL IDIOTHs LESS THAN OR COUAL TO 11114' AND • S' D.C. POO PANEL LENGTHS GREATER THAN 104. PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE: !- . r-0 / FASTENER. SEE ANOIOR SCOWLS. RTPERCKE COMLCTION -TYPE • / I SOI TEN DCRtws OR 1/4-20 D.C. ST AGGER NUT 0 12 O 0.C. AHD SOTTON) / r ) LL MAX. L Yh2D HAO.MX SOLT A WPUO IT op a O.C. POR PANEL LEMOTNS Lass THAN OR COUAL TO sA' AIOi5- pc. POR PANEL LDMITP4 MCAT 1R THAN W. - SW mamma RIGS ISLE PLAN 104W) BUILD -OUT MOUNT SECTION LA 11AXL 11 S 4- CO CONT. r N J 0 N V J L J ot OLASs OR 000* FASTENER. SCE ANOIOR SCNEWLL REPCR1MCC CONNECTION 'T T1r FASTENER. SCE ANOIOR SOLE 111A2CO ON TYPE CONNECTION 41707 — W000 PRAHMO WOOD CEIUNG/ INSIDE MOUNT SECTION • F O SCALE :r . r -o . '. SEC MIL SEPARATION PROM GLASS 10110. NCR. SEX ANCHOR SCHEDULE. RSPX111NCE CONNECTION 'TYPE r _0 —y ^I OCONT. 1.4113 ITTPJ WOOD MIAPUNO ANGLE TO MALL DETAIL WAI 1 unl I&rr QC/•T7rI&J • PANEL TO ANGLE DETAIL CLASS OR 0001 1/4-20 MACHINE SOLT I WOONUT • 1 D.C. POR PANEL MOTHS LISS THAN OR SOUAL TO MA AND/. • D.C. PDX PANtn LENGTHS GREATER THAN Ml'. PASTITRR. SEE A1101OR SOMME BASED ON TYPE COINECTON •1PC7 �. LL MAX 4 A l X X S LA -ED MA0*01 DOLT S wMGIUT • a O.C. Pon PANEL LOIOTIU LIPS TMM OR COUAL TO OW' A/O • t 0.C. PCR PANEL MONO GREATER T NV. .-- PASTOR/1. SEE • SCI@tLE Paso CO/SRCTION-M. Y , LOOS asi /i • (DOE GIST 0 CEIUNG/II © MOUNT S SCALE 3 .r APPROVED AS I SOUTH FLORIDA OAT 1 A PRODUCT COA RI RCCI F NC Cif ECC:PTtiTC: NO.. LIZ P. RAN O. SOARATION ' /.0. GLASS •0401 OR ODOR V* ■ a M ROW OR r N a N ROW ALUM TUBS OR r• a OR r N •• R.T. W000 •a00we PO* W000 11.000110 USA Va'• S.S. LAG SCREW W/ 1-V2 PENETRATION MTO 11000 111.00.01 • 12 O.C. PO* ALUM TU•ES USE Va'• S.S. LAO S CREW WI 1-Vr Pv.ETRATIOM INTO CENTER OP STUDS LOCATED • 24 O.C. PIAX. S ONE v••• TIaU 110LT W/ ACCESS MOLE • NOWAY 027WE01 STUDS. L— TWO -v5 . S.S. LAO SCREW • 2E,' 0.0 MAIL W/ 1-3 /a PENETRATION IN CENTER OP STUDS . TM15 0ETAR MAY K USED AT TOP OR DUTTON 01 PANELS. NOTE, USE OP TM15 DETAIL d LISTED TO • 72 PEP. O WALL MOUNT SECTION (BOTTOM) J SCALE , s . r -o EXIST1M0 CONCRETE. HOLLOW 01.001. OR WOOD PRAN1p 11E2 AMO• SONEDULE /ASEO ON TIME v STSUCTURIO GLASS OR DOOR SEE N.Ia SEPARATION P ROM GLASS SIRE. THREE Va'• WOOD LAO SCREWS v/ 2 -1/E,- 1+01. 00E0. • 24 O.C. MAX- PLACE OK PASTEUR THRU MoA001 ITYP.i WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3 - r -0 (NAN. 023100 LOAD • S• P.S.0.1 P ASTVM1M. SU ANCHOR SCHEDULE *r1NEMC1 Co..KCT.ON - TVPE r R,u ODIOVAOLE ANC).ORS Pow DIRECT Noun O.L. • •- Ow .2- O.C .. MM 00 N OT UMW SC).tOLA.= •0A0403. ITYP. TO/ • SOTTC1IU SPLICE DETAIL FOR BAY WINDOW APPUCATIONS SCALE .1-1/2' • r - ENISTSNG CONCRETE. HOLLOW SLOGS. OR W000 PIAMN.Q IEU ANCHOR SOODUII OARED ON TYPE OP STRUCTURE) rNa AWN. TUBE W000 ROOF TRUSS • T U = '• 01U 00A!!10 MENU* 1"1 STUCCO PRISM OR PLYWOOD SOrnT MAX. r.a ORrN• .••r CONT. ALUM Tube • (500.151 — = ACCESS I.D.E (TYPO •Ta SRS • Sr 0.C. r ' Q CONY. 11•TWEI11 TRUSSES .+ • •2E, - 0.0 S M p < . ai • 2 J r N S' • 1/1. ALUM. PLATE I11053 -T•1 01510E EACH SIOC PASTEN W/ • • 12 DO OR 3 /111 POP RIVETS EACH SIDE AS SHOWN • r 0.0 — 00110.3 CONCRETE. KILOW MICR. OR WOOD 00APOO lIEE AMO.OA SCHEDIAl OP O OM Twig PASTEUR. SEE AMEN= *OKO1LE REf0eD4E CONNECTION „M/ O 00 0 COOT. . um TMS OITAI MAY U USED AT TOP OR IOTTOM OP PAMIRS. © WALL MOUNT DETAIL SCALE = 3 • T-0 VA-21. I.AO NI SOLT • W NC11UT • Cr 0.0 PO• PANEL LO ITMS Lass MAN OR EQUAL TO IS S a - AND • it O.0 POR 2 <- PANEL LENGTHS CREATE* ~ O r i THAN 103'. 2 • • J to Zr J < . ueN.L t M SEPARATION 0•014 5 2 M ROUES Sc)EDIAE .. ® SOFFIT COI scALC = 3- . r -I APPROYD SOUTH El DA n BY PRODUCT BUILDING ACCTFTAI GLASS OR 0008 POOL 0* 1.OAO • 72 PSq r.r..11Er A104. ITW ANGLE 'PASS THRUR DETAIL MAX VIP TLC rV.GN MATERIAL V. - O RAWL CALJ1-*1 Sl .' 0.0 WITS 7,r MK D. we COW. OR M0.LOW 1LOCK OR 1/ 4 LAO SCREW 0 0.C. W/7_vr 10.11. OIL •r0012. VT* T1411U VOLT 0 IT O.C. VIVO RAWL CALa -R1• TT" 0.C. WTTM 7/r IR. ENV. CONC. OR 001.107/ sl001 0111/4"0 LAO SCREW (r 24' O.. W/ }vr Maa 001. 0110000 ®r ■ r a VIP CONT. ALUM ANGLE 111413.T11 . - MAX rni WALL MOUNT ® SCALE = r • r_0 ANGLE MAY VARY T/4-29 11 BOLTS W/ WPIONNTS s/ MDS,A* 0* sr 0.C. MAX. TTYP1 r — wa_sYRUCnaIAl. PSSSM MATt1064. 01101 00 V000 FASTENER. us ANCHOR $OED1At BASEO ON TYPE CO.M2CT100 - roe r 41) Lf/a -wx. Ti ALT. CORNER DETAIL — r.ra.U3 TO .' a .- a LIES' .•S-T. KUMaRJM A.1.07 OR w OA01 OALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY sCALL. 1-VT - T_r 0 0.71 PUIKM HOLES 01 ADJACENT PANELS TO RECEIVE TWO VOLT PLACE PANEL OVER EACH AOJACENT PANEL ANO WV.Olans PROM THE O.LOE STORM PANEL INTERIOR aczi FASTENING (ISOMETRIC) Ann, 7144 OETAI TOP OR 1101 (MAX 0[210* LOA O EDGE MOON SCALE Wt 1 11E. Va'_2a / MIT POUR VA - O RAWL ' : ALUM CALK -11 ANCP S V/ ' 7/11 *0.a [411(0. - CONC. 0 .' O.C. • 5 1,,..4, ;J MVY /"VS INTERIOR FASTENING ANGLE ASSEMBLY Tarr ANGLE APPRD SOUTH IV DATE _W- BY G PROCUCT BUILDING ACCEPTAN vain• 0 CONOe[TE. NOL1.0 SLODI. OR W000 PRAPosS 00 AMOCO SOtDIRE BASED ON TYPE OP STRUCTURO —7 HEADER MOUNT DETAIL © SCALE = r . T -0' MAX jam THIS OCTAL BOY Si USED AT TOP OR SOTTOM OP PANEL. ® r x 2' ALUM. TUBE BUILD -OUT SCALE • r • T-r k r ■r r , • SASS' M S0-TS ALI .. TIME r .r • R f co -mu? V4' MAX. 1 2 2 1& 1.• Lr O r J as 2 < 2� r • r • • as z�� M w 42 EMOi ;_uq P W= t v. :o NAOH.s SoIT = nl= ttgi�r I E. %tNGNUT 0 Tr O.C. 7= f1 -'lt OR 0 4' 0.0 PON PANEL EXISTING CONCRETE. -0 _ n LENGTHS GREATER THAN 104'. HOLLOW SLOCX. OR MOOD . NON- STRUCTURAL . ITYP. TOP S COTTON) PRA/4RM (SE[ ANCNOR j SCHEDULE ON TYPE t LS 2 CP STRUCTURE) i 2-1/2' ' STUD ANGLE SSTU00[0 ANGLE t /M NACN.11 SOLI S MSINIUT • 1r O.C. OR • 4' 0C POP /ENOTHS GREATER THAN 104'. (TYP. TOP S BOTTOM/ !NOLO. L4' . 3/4' TOE SCREWS OR 114 -20 SOLT AND NUT • tr O.C. STAGGERED (TYP. TOP AND BOTTOM) I O CONT. X 4"x T/Ir \ . s 4110•31-74 ANGLE PASTENEIt. SEt ANCHOR \ SO1EDULE RRtRENCE • CONNECTION "ME V - s.t /r N•1., 1l4'-20 STUD 1 MS4KNUT, PANEL I PANEL TO *mac r c0w[cTI 0 • tr ac. J / r No& — EXSTING CONCRETE. ♦"��! HOLLOW 'LOCK. OR M000 *RA+010 IOU A+ICNO0 $011011.[ RASED OM TYPE OP STRUCTIMO • O ALT. TRAP MOUNT DETAIL Z SCALE : D' • T-O' ,bhjj THIS DETAIL MAY St USED AT TOP OR BOTTOM OP PANEL. ® STORM PANEL BUILD -OUT some : r . T-0' 1/4 RAWL CLLR -IN • 4 MC. W/ 7/S' N.l D•Ht0. W CONC. OR HOLLOW 1111.001 APP:i01 SOUTH BAT I BY PRODU BUILD' *CUP r O� V O O ANCHOR TIPS . etutluupuxuuuraauimv. 1/4•• IYW TAPCON WI 1-3/4 N . EHSEDMENT 0/L S000 PAL ODEI ETE) «=Oa 1/4'. ELCO MALE/ PEMALL'►AMLPIATr W/ 1-1/4 MM. EMIROM[NT S 1/4_20 SIDEWALK SOLI pmt 3A00 PAL CO SMO I- 1/4 POWERS CALK -DI W/ 7/r E? WHtNT i 1/4 -20 STAINLESS STEEL *1*0*1t SCREW GAL =OPAL WIGRTD 1/4 POWERS ZAMAC HAL-N WI 1-1/0 - NIL LtltOMENT OIL =OPAL COMM 1/4 - .11W RED HEAD DTNA8OLT SLEEVE ANCHOR W/1 -1/r PAL EMRED. DAL S000 PAL ROCKETED _ 1 - (1111111111111111w.. 1/4 ASHLEY OLRCK -SET SCREW WITH 1-1/4' PAL EMBEDMENT DAL SWOP= ODPIDETD Or 1/ -. POWERS DROP-RI 4 v4 -20 SIDEWALK SOLT (3/4 • NCADI W. 1-1/4 - M01. ENSEDMENT pot Arc0►AL oOL1ETq PASTOR LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 , 48.0 62.0 72.0 92.0 200.0 68.0 62.0 72.0 92.0 200.0 ANCHOR SCHEDULE MAXIMUM SPASMS ONL71E.7) RESUMED RIPI VARIOUS OESK)N LOADS AND WARS PANS UP TO S' 6 (SEE NOTE 1) ONNECTION TYPE 2 3 4 S 12 12 12 e 12 12 e 4 12 12 12 9 e 12 12 e 4 6 12 12 12 5 12 12 7 4 3 12 12 12 12 10 12 12 12 10 9 12 9 e 6 S 12 12 11 9 e 12 10 9 7 6 12 11 9 7 7 12 10 e 6 6 12 12 12 9 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 11 10 12 12 12 12 12 MDI. r EDGE DISTANCE 12 12 10 e 7 7 6 S 4 3 12 12 11 e 7 e 6 S 4 3 11 e 7 6 S 7 S 4 3 3 12 12 12 10 10 SPANS UP TO 7' -6 (SEE NOTE 1) CONNECTION TYPE 1 2 3 6 5 12 12 12 12 12 12 12 11 11 11 12 12 12 12 12 12 12 12 11 11 12 12 12 12 12 12 12 10 10 10 12 12 12 12 12 12 11 e e e 12 S L 4 4 12 11 e e e 12 S 4 4 4 12 e 6 S S 10 S 3 3 3 12 12 11 10 10 12 11 9 9 e 6 5 S S 12 9 e e e 10 7 6 6 10 e 7 7 7 9 7 6 6 6 12 10 9 9 12 12 12 12 12 12 12 11 11 11 12 12 12 /2 12 12 12 12 11 11 12 12 12 12 12 12 12 10 10 10 12 12 12 12 12 11 7 7 S 4 3 3 3 12 9 e 7 7 5 4 3 3 3 e 6 S S S S 6 3 3 3 12 11 10 10 10 SPANS UP TO 10 - (SEE NOTE 1) CONNECTION TYPE 1 2 3 6 5 12 12 12 12 12 12 11 11 11 11 12 12 12 12 12 12 11 11 11 11 12 12 12 12 12 11 10 10 10 10 12 12 12 12 12 f e e e e 4 4 4 4 4 10 e e e e 1. 4 4 4 T. 6 S S S S 4 3 3 3 12 10 10 10 10 10 9 9 9 6 S S S S 9 e e e e .7 6 6 6 6 7 7 7 7 7 6 6 6 6 6 9 9 9 9 12 12 12 12 12 12 11 11 11 11 12 12 12 12 12 12 11 11 11 11 12 12 12 12 11 10 10 10 10 12 12 12 12 12 7 7 7 7 3 3 3 3 7 7 7 3 3 3 3 6 3 3 3 3 3 11 10 10 10 IAN. 3 EDGE DISTANCE SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 10 12 12 12 12 12 12 12 12 10 9 12 12 9 4 12 12 12 10 10 12 12 12 12 12 7 12 12 12 12 12 12 12 12 12 12 10 9 6 12 12 12 12 12 12 12 11 12 12 12 11 12 10 6 6 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 10 12 12 12 12 12 12 12 12 9 6 3 12 12 12 10 9 6 4 12 11 9 7 6 7 3 3 12 12 12 12 12 SPANS UP TO CREE NOTE 1) CONNECTION TYPE 12 6 12 12 12 12 12 9 12 9 12 9 12 12 12 12 12 12 12 12 10 12 10 12 10 12 12 12 4 12 12 12 10 12 7 12 7 12 7 12 10 12 5 10 3 10 3 10 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 6 6 12 12 12 12 12 12 12 12 11 11 11 9 7 6 6 12 12 12 12 12, 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 10 12 12 12 ADP 12 10 6 3 3 12 11 10 9 9 6 10 6 6 3 3 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 10 10 10 10 12 12 12 46 di SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 11 9 9 9 12 10 10 10 10 4 7 7 7 7 3 3 3 3 12 12 12 12 12 12 12 12 7 6 6 6 1 2 12 12 12 12 11 11 11 6 6 6 6 6 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4 3 3 3 10 9 9 9 9 4 12 4 10 3 12 7 12 6 12 6 12 6 12 6 11 3 10 3 10 3 10 3 12 12 12 12 12 12 12 12 2 2 2 2 :1 2 2 2 2 2 2 2 2 2 ANCHO BORDER PANaTAQM SPACTOR (INCHES) al BE 1 ANCHOR TYPE .■ I11111111111111.111:1 s-3/4 THREA0 PENETRATION SAAR • AAAAA EL on PERPENDICULAR TO Worm =AA Ire p SUSPANG WI 7/11 PDX PIINETRATION I, 114.20 KADEN; SCREW asseimamoos FEMALE - PANIELPLATE - PENETNATON 1/4-21) SIDEWALK BOLT LOAD PSF MAX. NOTE 1) 62.0 72.0 92.0 200.0 62.0 72.0 92.0 200.0 68.0 62.0 72.0 92.0 200.0 12 12 12 12 12 12 12 12 12 12 12 12 CC ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE A ALLOWABLE STORM PANEL SPANS F SHOWN IN TABLE 1, SHEET 0. LENTER ANCHOR SCHEDULE BASE ANCHOR TYPE AND EDGE DISTAN EQUAL TO NEGATIVE DESIGN LOA THAN OR EOUAL TO SHUTTER SP 3. EXISTING STRuCTuRE HAY BE CO REFERENCE ANCHOR SCHEDULE FC EXISTING STRUCTURE AND APPR • SECTION DETAILS FOR IDENTIFICA' CANCMORS SMALL BE INSTALLED RECOMMENDATIONS. 5.MINIMUM EMBEDMENT AND EDGE CI 6. WHERE EXISTING STRUCTURE IS ' VARY. FIELD VERIFY THAT FAST. MEMBERS. NOT PLYWOOD. 7. wHERE LAG SCREWS FASTEN TO SHALL BE LOCATED IN CENTER 0 EDGE DISTANCE IS ACCEPTABLE "SOUTHERN PINE G.O.55 OR GRI PHILLIPS PAN HEAD OR HEX HEAD &MACHINE SCREWS SHALL HAVE MI BASE ANCHOR AND MAY HAVE Ell HEAD (SIDEWALK BOLT). U.O.N. 9. ED DESIGNATES ANCHOR CONDO 1110.0ESIGNATES ANCHORS WHICH AR1 NUT OR wASHERED WINGNUT. ITEM DO 1 VALUE SPECIFIED IN ANCHOR SCHE OF KEYHOLE SLOT OR KEYHOLE W av it. 344 TRUSS HEAD BOLTS MAY I PRODUCT CO. OE alviston gy KEYHOLE WASHERS ARE USED SURGING CODE COAPUIVICE wet ACCEPTANCE KO. 93-i it 0 - FAETV ER MAID IUM SPACPIO ANCHOR SCHEDULE DESIGN LOADS AND SPANS CBICIIE3) RECIUSLED FOR VARIOUS ` ANCHOR TYPE MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE � n SPANS UP TO S• -6' (SEE NOTE 1 ) SPANS UP TO T -6 (SEE NOTE 1) SPANS UP TO 10' -6 (SEE NCTTE 1) SPANS UP TO 5' -6 (SEE NOTE 1) SPANS UP TO T -6 (SEE NOTE 1) SPANS UP TO 10•-6 - (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 S CONNECTION 1 TYPE 2 3 4 S CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 S CONNECTION 1 2 TYPE 3 4 5 11111111111111111111111111t111Nm 12 12 9 12 5 12 a 7 12 3 a 3 5 a,. 12 12 11 12 6 12 9 a 12 4 9 3 6 9 3 62.0 12 10 7 12 4 9 3 5 9 3 7 4 7 ./. 12 11 9 12 4 10 4 6 10 3 0 3 5 a' , 1 ■ WI :Tv TAM*. V/ 44/ EMBEDMENT 11 5 6 11 3 a, • 4 8 - 7 4 7 '.- 12 6 7 12 4 9 3 5 9 0 3 5 8 - HOLLOW CONCRETE BLOCK s rm(Imma► BN110° We. ELCO MALE/ FEMALE PANIU4ATE' W ♦-114 M AL EMBEDMENT S. 114-20 SIDEWALK aOLT 4 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 72 3 72.0 12 0 8 12 5 11 4 5 11 3 11 4 5 17 3 12 9 3 92.0 12 4 6 12 4 11 4 S 11 3 11 4 S 11 3 4 6 12 3 12 3 dr (1110 va - . POWERS CALK.N W/ 7111 EMBEDMENT & 114 STA*ILESS STEEL, MACHINE SCREW va POWERS RAMAC AIL-IM MI S-Vr N MIN EMBEDMENT . • •• / / n n * 1/4 - . APICNOR ANCP.0 rift ITV RED HEAD LT 1-.1/r w /1..1/r [MIRED. .8 �81 �6 8� 8 H18�8 81 81® 10 a 6 10 3 7 3 4 7 gig 6 0 3 6 al a 12 10 9 • 71 62.0 12 4 9 3 3 a , M 5 a 72.0 9 4 5 9 7 6 E 4 6 6 3 E go 11 6 8 11 ©a g ! a gg 5 a ■ g© si ! /� 92.0 7� 4 7 6 3 6 6 6 4 3 6 8 a / a S N a ' • 13 • DD DD DD DD NUM DD ©- - SS a � a ii QUICK *IIIIM1111111111111: v4 - . ASHLEY -SET SCREW WITH 1 -114 PO1. EMBEDMENT I1 ANCHOR NOTES: t SPANS AND LOADS SHOWN HERE ARE FOR DETE ALLOWABLE STORM PANEL SPANS FOR SPECIFIC' SHOWN N TABLE 1. SHEET a. 2. ENTER ANCHOR SCHEDULE BASED ON THE E: ANCHOR TYPE AND EDGE DISTANCE. SELECT I EQUAL TO NEGATIVE DESIGN LOAD ON SHUT1 THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE._ REFERENCE ANCHOR SCHEDULE FOR PROPER A SECTION DETAILS STRUCTURE IDENTIFICATION OF CONK 4.ANCHORS SHALL BE INSTALLED IN ACCORD4 RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXC 6. WHERE EXISTING STRUCTURE IS WOOD FRAMII VARY. FIELD VERIFY THAT FASTENERS ARE it MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FAC SHALL BE LOCATED IN CENTER OF NOMINAL 2 EDGE DISTANCE IS ACCEPTABLE FOR WOOD Fi SOUTHERN PINE 6.0.55 OR GREATER DENS; PHILLIPS PAN HEAD OR HEX HEAD. a. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 BASE ANCHOR AND MAY HAVE EITHER A PAN M HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH A .*.10.0ESIGNATES ANCHORS WHICH ARE REMOVABLE NUT OR WASHERED WINGNUT. REMOVABLE ANCH MOUNT (B 6 O.C. OR 12 O.C. MAX. SPACING ONLI VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE OF KEYHOLE SLOT OR KEYHOLE WASHER. 11.6 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEI • 0 KEYHOLE WASHERS ARE USED. APFIOVED SOUTH FLO'r DAT BY PRODUCT CI BUILDING C ACCEPTANCE MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 - 1/8 4 - 0 2 . 3 y 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 . 3 -0 2 3 1 -1/8 4 -0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 • 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 3- 0 2 3 1 - 1/8 4 - 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 B- 8 3 -3/4 3 -3/4 3 T A B L E 1 STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) 30.0 35.0 40.0 45.0 50.0 55.0 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 FOR ALL MOUNTING CONDITIONS L MAX. (FT - IN) 10 -6 10 - 10 -0 9 -8 9 -5 9 -2 8 -9 B - 6 -s 7 -10 7 -7 7 -3 6 -10 6 -1 5 -6 5 -0 4 - 7 4 -2 3 - 11 3 -8 3 -5 3 -2 3 -0 2 -10 2 -9 A B L E 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE HUN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. APPROV SOUTH I .0AT it tRODUC SURDIHI Return to: (*,dos. od•addressed M.mped.r.r.lop.) Nanw ANree.: T Isk,mrmmmt repar.dbr William J. Segal, Esq. Ad.r.t.: WILLIAM J. SEGAL, P.A. 1799 NE 164 Street No. Miami Beach FL 33162 Property Appraisers parcel Identification (Folio) Number(s): 11 3206 - 013 - 5450 Grantee's' S.S. I(e): SPACE ABOVE TM U E FOR PROCESSING DATA 10 Milts illarrantg Feud Made the l 5 r4 day of May, A.D. 1992 CLAY J. COINS and DONNA S. COINS, his wife hereinafter called the grantor' Cl "' 11.0 •• 1 9 :6 JAMES KARLKNUTT and MARI LINDGREN KNUTT, his wife whose post o address is aka MARI L. LINDGREN 321 NE 100 Street, Miami Shores FL 33138 hereinafter called the grantee: ...a 168.4. w tw o • p..tor .ad . �r..1.. Iss l.e. 1:11. t. pvtlw to 116M Irts so .ad u.. 4n. h ai talv.o sad .alga. of I.d+ld.sb. sad tM w of w,po 1(tnteintt(: That the grantor, for and in consideration of the sum of $10.00 -and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in Dade County, State of Florida , viz: Lots 15 and 16, in Block 39, of AMENDED PLAT OF MIAMI SHORES, SECTION ONE, according to the Plat thereof, as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. THIS CONVEYANCE IS SUBJECT TO: 1. Real estate taxes for the year 1992 and subsequent years; 2. Applicable zoning regulations and ordinances; and 3. All of the covenants, conditions, restrictions and easements of record without serving to reimpose same. WIIptt1tr, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Wo 31ant unb to Roth, the same in fee simple forever. Anh the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent t December 31, 1991 . 3n *ttnru ltitrenf, the said grantor has signed aled these presents the day and year first above written. %jo A' 4 '2q d 1p A( 2 . ))1gAl "SATE OF FLORIDA ) I hereby Certify that on this day, before me, an officer duly authorized COUNTY OF DADE ) to administer moths and take acknowledgments, personally appeared CLAY J. COINS and DONNA S. COINS, his wife known to me to be the person g_ described in and who executed the foregoing Instrument, who acknowled bef meth •7 executed the same, that I relied upogeafld*p form_ of IdenUflaaUon of the above -named person ■ i� /' ■ and that an oath (wasXwas not) taken. NOTARY RMOSER AMP. • txrnc:•.,. N. r,. VIAL 1h 11. • •. ;!1 •:H /.^t Irty ONAM.r.a :,: : ...J WARRANTY O[CO RAMCO FORM 01 INOIVID. TO INOtYID. CLAY J. COINS Now 111pialoro 7)01111CL)5 (C agioNfo DONNA S. COINS a4 .. ..5 Oe.t Drew Witness my hand and official seal i . e County and State last aforesaid this SPACE ABOVE no LSE FOR RECOfiDNo DATA 57 LOati 1 ID 11 t t Y:ii, 1 :33t/3 - -- .. A.D.l9 -Q2.• treiZi Z State o da lori y ,�- 2 h 2?th itii.�.d N.l.r a .w. bY SILL OF SALE. ASSOLUTE SAMCO FORM 101 I(now All glen by Btu 'resents, CLAY J. COINS and DONNA S. COINS, his wife of the city of , in the County of and State of Florida, parties of the first part, for and in consideration of the sum of TEN and 00 /100ths ($10.00) Dollars lawful money of the United States, to them paid WANE K KNUTT and MARI LINDGREN KNUTT, h/w of parties of the second part, the receipt whereof is hereby acknowledged, have granted, bargained, sold, transferred and delivered, and by these presents do grant, bargain, sell, transfer and deliver unto the said parties of the second part, their executors, administrators and assigns, the following goods and chattels: All light fixtures as placed; washer, dryer, refrigerator, microwave, spa, dishwasher, as placed; All window treatments as placed; All ceiling fans as placed; Security system as placed. All in "As Is" condition. to Uwe ad to Hold the same unto the said par of the second part, their executors, administrators and assigns forever. AND they do , for themselves and their heirs, executors and administrators, covenant to and with the said parties of the second part, their executors, administrators and assigns, that they are the lawful owners of the said goods and chattels that they are free from all encumbrances that they have good right to sell the same aforesaid, and that they will warrant and defend the sale of the said property, goods and chattels hereby made, unto the said parties of the second part, their executors, administrators and assigns against the lawful daims and demands of all persons whomsoever. i n Muss lehertof, we have hereunto set FYI our hank and seals this day of May , one thousajl a hundred and ninety -two. Signed d de y - red in nce of us: EPtate of Jlortha. Qounig of DADE CLAY J. COINS DONNA COINS 31 3Irrrbg &l'nfg that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgements, CLAY J. COINS and DONNA COINS, his wife to me well known to be the persons described in and who executed the foregoing Bill of Sale, and they acknowledged before me that tl ,?xecuted the same freely and voluntarily for the purpose therein expressed. .•'pct PBV\ ilitInvBB my ha • apal at City of North Miami Beach, County of Dade. sic State of Florida �� )S day of May, A. D. 1992. o t di " % My commission expires: app{a � k � s 4 " K ? ( H`"t t Ai O S hAr 00..z tary of Florida I STATE OF FLORIDA COUNTY OF DADE A►►1°AVrr .NO LIEN' RAMC° •O■M 44 AFFIDAVIT Before me, the undersigned authority, personally appeared &LAY J. COINS ancLLIONNA S_ nnTNR, h /t./ who being by me first duly sworn, on oath, deposes and says: 1. That they are the owner(s) of the following described property, to wit: Lots 15 and 16, in Block 39, of AMENDED PLAT OF MIAMI SHORES, SECTION ONE, according to the Plat thereof, as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 2. That the above described property is free and clear of all liens, taxes, encumbrances and claims of every kind, nature and description whatsoever, except for mortgage or mortgages, if any, described in the deed given between the parties named herein, and except for real estate and personal property taxes for the year _19 — 3. That within the past 90 days there have been no improvements. alterations, or repairs to the above described properly for which the costs thereof remain unpaid. and that within the past 90 days there have been no claims for labor or material furnished for repairing or improving the .same, which remain unpaid. except the following: NONE. 4. That there are no mechanic's, materialmen's, or laborer's liens against the above described property. 5. That the personal property contained in the buildings on said property, or on the said premises, and which, if any, is being sold to the purchaser(s) mentioned below, is also free and clear of all liens, encumbrances, claims and demands whatsover. 6. That off tangs), in the operation of said building and property, complied in all respects with the SALES TAX LAW of the State of Florida. 7. That affiant(s) know of no violations of Municipal Ordinances pertaining to the above described property. 8. That this affidavit is made for the purpose of inducing JAMES K. KNUTT and MARI LINDGREN KNUTT, his wife to purchase said property from affiant(s): CLAY J. COINS and DONNA S. COINS, his wife 9. AQiant(s) agree(s) that in the event the current real estate and personal property taxes vary in amount from the figures used in making the proration had in closing the transfer and conveyance of the above described property to said purchaser(s) then a new proration and a correct and proper adjustment will be made upon demand. 10. That no judgment or decree has been entered in any court of this state or the United States against said affiant(s), and which remains unsatisfied. 11. A ff iant(s) further state that they are each familiar with the nature of an oath; and with the penalties as pro- vided by the laws of the State aforesaid for falsely swearing to states made in an instrument of this nature. Affi- ant(s) further certify that they have read, or have heard read to t full facts of this affidavit, and understand its context. (SEAL) (SEAL) 1, SWORN To AND SUBSCRIBED k�� „�h day of _ y , A. D. 19 92 07;;;- vy. Costa:' "Fikp1res: (SEAL) CLAY J. COINS • PattteucS DONNA S. COINS OTARY PUBtT State of Florida (SEAL) (SEAL) 844 N.E. 98th Street • Miami Shores, Florida 33138 Phone: (305)984-5974 • sstrafte@betttoupl.net - STRUCTURAL DESIVN CALCULATIONS KNUTT RESIDENCE 321 negsTREET MIA For: Mark /A Architect 3 73 ME '"2'€ 'Tif-Shoes; Florida February-ft; 2002 These calculations, prepared • by Shad Shafie, P.E. for this project, are the exclusive property of Shad Shafie, P.E.- Its use orpublication shall be retaliated- for- use solely-with-respeet te-tho specific-project-noted-above, These-calculations-arc-not-to-bc usedunlesseala-by-ShadShafie-P.E. Shad Shafie, P.E. shall be deemed the author of these documents and.shall retain all common law, statutory and other reserved:rights including copyright These_documents chill not be used in_part or in whole by the owner or others for Theprojects,additons to this project-or for-completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shaft, "a- il... P.C. f5574,9 Building Parameters: Wind Normal to Ridge: C Walls: I Wind Parallel to Ridge: C Roof: Windward Wall: II L/B C Windward Wall: h/L Dist. WW edge • C Height G 0 P ( +0.18) P ( -0.18) Height G 0 P ( +0.18) P ( -0.18) 0 -15 32.9 25.2 40.5 0 -15 34.4 26.8 42.1 10.0 30.2 22.5 37.8 10.0 31.6 23.9 39.3 Leeward Wall: -18.0 -25.7 -10.4 Leeward Wall: -19.8 -27.4 -12.1 . Windward Roof: > 20 ft. -0.30 Windward Roof: Par. to ridge 0.37 0-5 ft. -33.9 -41.6 - 26.3 0 ft. -35.6 -43.2 -27.9 5-10 ft. -33.9 -41.6 - 26.3 5-10 ft. -35.6 -43.2 -27.9 10 - 20 ft. -18.9 -26.5 -11.2 10 - 20 ft. -19.8 -27.4 -12.1 > 20 ft. -11.3 -19.0 -3.7 >201t. -11.9 - 19.5 -4.2 Leeward Roof: 0.0 See Windward See Windward Side Walls: -26.4 -34.1 -18.7 Side Walls: -27.7 -35.3 -20.0 Building Parameters: I C Walls: I Nor. to ridge: C Roof: Bldg. Category: II L/B C K h/L Dist. WW edge • C Windward: 146 0.80 Windward: 0.85 46.3 (Fig. 6 p. 42) Leeward: Exposure: C Nor. to ridge 0.33 0-5 ft. -0.90 Nor. to ridge 1.11 - 0.48 0.18 (7b1.6 - 7, p. 62) 5.10 ft. -0.90 Par. to ridge 0.90 -0.50 GCpi ( -): 0.18 10-20 ft. -0.50 Sidewalls: -0.70 1.2 I: > 20 ft. -0.30 Par. to ridge 0.37 0-5 ft. -0.90 5-10 ft. -0.90 0.89 10 -20 ft. -0.50 Mean (q) (psf): 42.5 ' 0.78 > 20 ft. -0.30 Leeward: 0.33 N/A Building Parameters: I ASCE 7 98 Data: Nor. to ridge: 30.0 Bldg. Category: II (Tbl. 1 - 1, p. 4) Height K q (psf) Par. to ridge: 27.0 V (mph): 146 (Fig. 6 - 1, p. 34) 0-15 0.85 46.3 Mean Rf. Ht.: 10.0 Exposure: C (Sec. 6.5.6, p. 28) . Hurricane Zone: yes GCpi ( +): 0.18 (7b1.6 - 7, p. 62) Slope (in /ft): 0.25 GCpi ( -): 0.18 Slope (deg.): 1.2 I: 1.00 Gh (normal to ridge): 0.93 Gh (par. to ridge): 0.89 Mean (q) (psf): 42.5 10.0 0.78 42.5 PBS&J 2001 N.W. 107TH AVENUE MIAMI, FLORIDA 33172 -2507 Project: Knutt Residence WIND LOADS (ASCE 7 -98) Job No.: Page MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads in PSF) Effective Wind Area (ft`): 10 20 50 Internal Pressure Coeff. P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Roof Pressure: Zone 1: -50.2 -34.9 -48.1 -32.8 -46.4 -31.0 0.22 Zone 2: -84.2 -68.9 -75.7 -60.4 -62.9 -47.6 -1.30 Zone 3: -126.7 -111.4 -105.5 -90.2 -75.7 -60.4 Wall Pressure: Zone 4: -54.4 -39.1 -52.3 -37.0 -48.9 -33.6 -1.60 (GC 34.9 50.2 33.2 48.5 29.3 44.7 0.22 Zone 5: -67.2 -51.9 -62.9 -47.6 -56.6 -41.3 -0.97 (Fig. 6 to Fig. 6 34.9 50.2 33.2 48.5 29.3 44.7 Effective Wind Area (ft`): 10 20 50 Zone 1: GC -1.00 GC -0.95 GC -0.91 GC 0.30 GC 0.26 GC 0.22 External Zone 2: GC -1.80 GC -1.60 GC -1.30 Pressure GC 0.30 GC, 0.26 GC 0.22 Coefficient Zone 3: GC -2.80 GC -2.30 GC -1.60 (GC GC 0.30 GC 0.26 GC 0.22 Zone 4: GC -1.10 GC -1.05 GC -0.97 (Fig. 6 to Fig. 6 GC, 1.00 GC 0.96 GC 0.87 Zone 5: GC -1.40 GC -1.30 GC -1.15 GC 1.00 GC 0.96 GC 0.87 WIND LOADS (ASCE 7 -98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All loads in PSF) Page G Building Parameters: Wind Normal to Ridge: Cp Walls: I Wind Parallel to Ridge: C Roof: Windward Wall: II L/B C Windward Wall: h/L Par. to ridge: • C Height G 0 P ( +0.18) P ( -0.18) Height G 0 P ( +0.18) P ( -0.18) 0 -15 32.9 25.2 40.5 0-15 34.4 26.8 42.1 -0.48 A (ml. 6 p. 62) Pos. Pressure 0.06 Par. to ridge 0.90 -0.50 10.0 30.2 22.5 37.8 10.0 31.6 23.9 39.3 Leeward Wall: -18.0 -25.7 -10.4 Leeward Wall: -19.8 -27.4 -12.1 . Windward Roof: -0.90 Windward Roof: 5-10 ft. Neg. Pressure -17.4 -25.0 -9.7 0-5 ft. -35.6 -43.2 -27.9 Pos. Pressure 2.3 -5.4 9.9 5-10 ft. -35.6 -43.2 -27.9 0.0 -7.7 7.7 10-20 ft. -19.8 -27.4 -12.1 0.0 -7.7 7.7 > 20 ft. -11.9 -19.5 -4.2 Leeward Roof: -20.7 -28.4 -13.1 Side Walls: -26.4 -34.1 -18.7 Side Walls: -27.7 -35.3 -20.0 Building Parameters: I Cp Walls: I Nor. to ridge: C Roof: Bldg. Category: II L/B C K h/L Par. to ridge: • C Windward: 146 0.80 Windward: 0.85 46.3 (Fig. 6 p. 42) Leeward: Exposure: C Nor. to ridge 0.33 Neg. Pressure -0.46 Nor. to ridge 1.11 -0.48 0.18 (ml. 6 p. 62) Pos. Pressure 0.06 Par. to ridge 0.90 -0.50 GCpi ( -): 0.18 Sidewalls: -0.70 18.4 I: 1.00 Par. to ridge 0.37 0-5 ft. -0.90 5-10 ft. -0.90 0.89 • 10-20 ft. -0.50 Mean (q) (psf): 42.5 10.0 0.78 >20ft. -0.30 Leeward: 0.33 -0.55 Building Parameters: I ASCE 7 98 Data: Nor. to ridge: 30.0 Bldg. Category: II (Tbi. 1 - 1, p. 4) Height K q (psf) Par. to ridge: 27.0 V (mph): 146 (Fig. 6 p. 34) 0-15 0.85 46.3 Mean Rf. Ht.: 10.0 Exposure: C (Sec. 6.5.6, p. 28) Hurricane Zone: yes GCpi ( +): 0.18 (ml. 6 p. 62) Slope (in /ft): 4.00 GCpi ( -): 0.18 Slope (deg.): 18.4 I: 1.00 Gh (normal to ridge): 0.93 Gh (par. to ridge)• 0.89 • Mean (q) (psf): 42.5 10.0 0.78 42.5 PBS&J 2001 N.W. 107TH AVENUE MIAMI, FLORIDA 33172 -2507 Project: Knutt Residence WIND LOADS (ASCE 7 -98) Job No.: MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads in PSF) Page W Effective Wind Area (ft`): 10 20 50 Internal Pressure Coeff. P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Roof Pressure: Zone 1: -50.2 -34.9 -48.1 -32.8 -46.4 -31.0 0.22 Zone 2: -84.2 -68.9 -75.7 - 60.4 - 62.9 -47.6 -1.30 Zone 3: -126.7 -111.4 -105.5 -90.2 -75.7 -60.4 Wall Pressure: Zone 4: -54.4 -39.1 -52.3 -37.0 -48.9 -33.6 -1.60 (GC 34.9 50.2 33.2 48.5 29.3 44.7 0.22 Zone 5: -67.2 -51.9 - 62.9 -47.6 -56.6 -41.3 -0.97 (Fig. 6 - 5A to 34.9 50.2 33.2 48.5 29.3 44.7 Effective Wind Area (f r): 10 20 50 Zone 1: GC -1.00 GC -0.95 GC -0.91 GC 0.30 GC 0.26 GC 0.22 External Zone 2: GC -1.80 GC -1.60 GC -1.30 Pressure GC 0.30 GC 0.26 GC 0.22 Coefficient Zone 3: GC -2.80 GC -2.30 GC -1.60 (GC GC 0.30 GC 0.26 GC 0.22 Zone 4: GC -1.10 GC -1.05 GC -0.97 (Fig. 6 - 5A to GC 1.00 GC 0.96 GC 0.87 Fig. 6-8) Zone 5: GC -1.40 GC -1.30 GC -1.15 GC 1.00 GC 0.96 GC 0.87 WIND LOADS (ASCE 7 -98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All loads in PSF) Page e IJA EaD F IJcr 4) — FL A — ;too A SHAD SHAFIE, P•E• STRUCTURAL ENGINEER 844 N.E. 98th Street Miami Shores, Florida 33138 Phone: (305) 984 -5974 • E -Mail: sshafie @bellsouth.net PROJECT: KJQrr CES► oci,JcE 1, 0 0 C,c ; = 0,181 -0. I % SEC ' 0 Z F °2- CALCilCA'noN.S CoAos hoof p.(-. _ /6 pc& RovF 3o p • wow s 2.0(1 plf Lot., = 30(1)=-300c COMP. BY: 56 DATE: 5 25• 0 2 JOB NO: PAGE NO: 5acrrocti P ) 30. 244 ► ia t2" 0.c.. SEE 43 ZbadStaafie,_PE:. i344 teiamMiumm_Elorida33138 - Section Nan w- -Beam Witifil' • itearrinepttr • Menter 13rnWt. Added ta133Elds- - 14:fad Dit Factor 1_1300' • aaarn-Endity -pift.pi iiitoott:13ensity7 340004f I • .1.11iilototIoacia_Over4Fult Spatr Center : • LEftlatatilemer "RiVrt.Canlitever DL. Span=16:17kliteant Width-=1.500ina * MU-Stress-Ratio- • Maximum - Airewable Max. -Positive-Moment' Mai Negative Max a Left Support Max -§ Right Support: Max Wallow th 13 Fb -894.:/apai -Carder-Sparc_ . Deflectiorr locatterr_ IengthtDelt RotJoists 4.110 in 11.-250 in • -Dead Load ' -0.178in • - 1 - 2a4.2 74113aseAllaw- .• - . E. Repetitive:Member 18.1Xlitat 4tifts Canter 1i.7 ft - left:Cantilever Bignt_Catittlever SouthenvintiertgccfS-zrItiiak, 17 Wid 1;250:0 psi 90,0 psi 5W13 psi - 1 - ,701I 0 ksi at 9.1383 .at • 18.16-7 Reactions,.. 9 • 121tD1_ 90: • • Erescripikar,.. • sc - .Addition 30 4tIft ft - . 1VitatimarrEShear - ! . 13 . owae -P• ©tett ©Right Camber @Left la:Center • ©Right 12 Max 1120.4( • Max - TatEttizad - -terMtottiever: 41.42/113 Deflection - •11.0831t - •lth- 51773 - _Dellectiort Date: Deadiaart - 4101:10 - 1•0 - 1P.1300r - 1333. • - tai 7 - It 1100 ft: aoo It • A-474 .1147k- • • • 11:000tit . TOBT•in• • 0'.00041 - 047k. t1;47•••-k: • TotatIoad ft000 in . 0.0 • 171000" -in 0:0 3 • ShadShafie, P.E. • 84*NE 98th Street riganiStioles;Florida33138 . • Roof:Joists I Befitting 29;90B- .Rb - 1200 - Boatin - wigSupports: AtocanftSteaction7 • - iglax:.Right-Reaction lit, Locations ar.enterSpan Lrscation = OWL Rightranticcation= lt.00 li t eftrant Incation= • Szt- .3tX44 ta3. . syziftereit Max Moment • 141ilt fting•k4U fLIKViitcT 4:00;k4t: 41130"3n5 g Loft-Sapped'. ttreottc' 7:t1441421 --911Mps1. 0:47 ic 1 . 1 rSuPPort • • A-64-k 71114 302 -actoo. psi = - Marne:It - • lifirtk43 -3120-1c=ft ..11110101_ Date: Treseriptiotr: Scapy:::. • Addition .13earingiengthliectItk• • .:EtearinainogttilitecriT • • Aflovtable fb • 9410..psi 77.50•Tysi • - 4,43750 psi :1E557 in • 55Tin7 Joblt I • DelTection -1113000 in O1.300 DAM in 41 PROJECT: (Zoog ()PG/ FT (4),6 A c s i( .,) roe r NG. JCS SHAD SHAFIE, P.E STRUCTURAL ENGINEER 844 N.E. 98th Street • Miami Shores, Florida 33138 Phone: (305) 984 -5974 • E -Mail: sshafie@bellsouth.net K UUT T I ,0 C1J(..e FL. 47 /Lbo (= r` ?) ('/L) c 1) C -it +16 St, e do a.00F ( z)(- 2 5, 4 , 4-1.9) 1-1 r = f3 to" (,v0eo ALL 3o C' /z) (I ) ' 240 ,b /(+ CA- 0 30 ('h.) ()o) = 1 !50 L 14) 13" /1^4sawtiq k,.ott. 4 7Ws s @ Y8• *Sec p. (e Foy C4c c. ,3 to o , = 270- 1. 03.83)(68)4 C0000)3 _ `20 /b /El to ",06,' Frier w / 2 -mss cv -r AS 68.62. ? 0.2.6 ,;, * S to,. 3 F02 C , COMP. BY: SS DATE: 3- 25 -oa JOB NO: PAGE NO: 5 .Shad.Shafie, P.E. _ • 8441.I.E. 1 • - Miami Shores, Flonda-331.31r • • Weitileight Parapet Height Thickness -Reber. Size • Reber Spacing:, Dieptil to Reber Uniform Load- Dead LOad - • •0270/11ft - live Load - 13.450 *- Load EccerdriCibi. - 2_0130m Roof Load -E 1,125,000 psi - Reberikrea -0.078:in2: fl: Es Em 25:778 - Radius of - Gyration .2.205 in Wall Weight : 84000 -psf - - Morrientiglivertia: 443M0 in4 • Max Allow Axial•Stress = 0:25 frrif14t#140rr2)..t Spinsp= -185_40 psi AnowMasorwyBericrins Stress =133 frit - :24750 psi Allow Sleet Bending - Stress': 24,000AXI psi 'Top of Wall • DL + LL DL + LL + Wind DL + LL + Seismic. Worst:Case Waniesign • 853 ft. .000:ft'• !Ai:anent in-# 1:4 0:5 • 0.5 -Between:Base& Top of Wall :_ • DL ++LL • -07 DL *.LL *Wind 4,421:1 - 37121 DL + LL + Seismic 7 0.5 - * • .071.1 -Governing Load Combination is.... Dead-+ liver+ •Windeetween Top a &Atom Masonry-Bending Stress:. psi - Steel Bending Stress 16,384311psi Ailasonry Akial Stress -4.137psi Combined Stress Ratio •Seismic -Cale -ofErn--=--fi DinaliOnFaitor 48:M. - 3:0101n. a Concentric Axial Load Dead Load 0.1)00 '11M Livelmed #/ft fitio''toad Tale -- Dtgon • %Date:. MeacdPfiaa .Scope7: Kddition: Axial to - Steel - Itasca:IV -- tbs Pal 0.7 - 5:3 0:1 0.3 - 2_0 0.0 2:0 0.0000 L Fm • 1500:0 psi • .75000 • • f.... • •240e00 psi 1.330 Special:Inspection • ;UM' • IllonnalWeigh143Iock • - • --E-AuiValent. Zolid•Thianess• Tr:00:41 • • Bending:Stresses 16,3134.6- 2.0 • D_D... 2217:4' • '00 - Wind:toad.. - 11.9032 < 1.3300 (allowabba): Job # - tip - exman.... 1121495 k l5544 2:14 8:56756 Maxisrmm: Compresid'oo- --thift4rtfe/Fa • Psi ts/Fs 0:01 - �.0003 0.00 0.0001 Roo 0.0001 - 4:07 4.07 .17.1300 psf • IL0248 . lk9032 8-.0247 . S h a d : S h a f t e i PE_ _ -84411.E. :98th Street - Miami Shores., Florida:3313r Wall Weight moment @ Mid fit Dead Load Moment Top-of Wall Dead Load Moment g•Mid lit Live Load:Moment a Top of Wall thalami:Moment fikiWid +it Maximum Allow Moment forAppliedAxial Load =. - Maximum AllowAxiat Load for Applied Moment.= • - Won Case WaitClesigo 370.136 - lbs • • - 0.54 •n4: 0.27 ink 0.110 • IL45 in4 .Dtg131:' • Date: -Descripiman- - :Addition .. WinitMomentglibd.1711 SeisMichliNnentfit Total Dead Load Tbtaltlielnad- in4 . 45;08428 lbs ) Pager 2 t • 4,420:83 in4 1100 in4 027 lbs 0;45 lbs SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Knutt Residence WALL FOOTING DESIGN Poi (Wft) PLL (kift) Pram (Wft) P (k/ft) Check Bearing e (ft) q (ksf) q (ksf) Check One -Way Shear Check Bending 0.90 M (ft -k) 0.130 B (f) 1333 0.45 . fib (ft -k)- 0.00. N (ft) .. 1 1.35 M .M-k): 0: T:(ft) 4.$33 2.03. 11AT -k) 0.0Q A- (ftz /ft) 1.33 M (ft-k) 0.00 . q (ksf) 2.00 PRA. (k) 0.17 A,,, (ft /ff) 0.76 fc (ksi) 3 Pra.En. 1.52 o.k. f (ksi) 60 P,,,,..(k). 2.26 d (in) 7.00 Adj. L.F. 1.49 0.00 1.14 1.14 b (in) 8 n (in) 12 V, (k) 0.71 o.k. q1) 4V� (k) 170 M (ft -k) 0.13 p _0.00004 R, -(Psi) 2.14 p 0.00180 As .(u1 A 020 10.42 .a.k. Page - (ORM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner. Climate Zone: KNUTT RESIDENCE 321 NE 100 STREET MIAMI SHORES, FL MR. & MRS. KNUTT South Builder. Permitting Office: MIAMI SHORES Permit Number. Jurisdiction Number 232600 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Cleat - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation 6. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Interior ti Addition _ Single family _ 1 _ 4 No 3130 ft2 .� 372.0 ft 2_ 0.0 ft 0.0 ft 0.0 ft R9.0, 214.0(p) ft _ R =5.0, 1427.0 ft R =3.0, 252.0 ft - R 3 5i, 3415.0 ft Sup. R=6.0, 34.0 ft Sup. R=6.0, 36.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT-Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 49.6 kBtu/hr _ SEER: 14.80 ✓ Cap: 29.6 kBtu/hr SEER: 14.00 Cap: 34.1 kBtu/hr _ COP: 1.00 Cap: 20.5 kBtu/hr _ COP: 1.00 Cap: 100.0 gallons _ EF: 0.89 Glass/Floor Area: 0.12 Total as -built points: 29900.00 Total base points: 44009.00 PASS I hereby certify that the plans and specifications covered by this calculation are in complia ce the Florida Energy Code. PREPARED BY: DATE: 4.-/ �"�� I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 6 /Aoitac ?cam DATE: '4-#4-12-- S'-eit5", Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: BASE AS -BUILT , • • GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 3130.0 63.20 29974.4 Single, Clear N 2.0 8.0 74.0 33.94 0.94 2361.9 Single, Clear N 2.0 3.0 4.0 33.94 0.79 106.7 Single, Clear N 2.0 6.0 80.0 33.94 0.90 2452.7 Single, Clear W 2.0 5.0 16.0 65.53 0.81 852.7 Single, Clear W 2.0 7.0 28.0 65.53 0.89 1639.2 Single, Clear W 2.0 8.0 37.0 65.53 0.92 2225 9 Single, Clear W 2.0 3.0 4.0 65.53 0.67 174.3 • Single, Clear E 2.0 5.0 24.0 73.03 0.81 1417.1 Single, Clear E 2.0 6.0 20.0 73.03 0.86 1251.6 Single, Clear S 2.0 6.0 24.0 62.19 0.79 1186.3 • Single, Clear S 2.0 5.0 8.0 62.19 0.74 368.4 . Single, Clear S 2.0 6.0 20.0 62.19 0.79 988.8 . Single, Clear S 2.0 6.0 33.0 62.19 0.79 1631.2 As-Built Total: 372.0 16658.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 252.0 1.0 252.0 Concrete, Int Insul, Exterior 5.0 1427.0 2.00 2854.0 Exterior 1427.0 2.70 3852.9 Concrete, Int Insul, Adjacent 3.0 252.0 1.30 327.6 Base Total: 1679.0 4104.9 As-Built Total: 1679.0 3181.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 Exterior Wood 20.0 9.40 188.0 Exterior 20.0 6.40 128.0 Adjacent Wood 20.0 3.80 76.0 Base Total: 40.0 180.0 As -Built Total: 40.0 284.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 3130.0 0.80 2504.0 Under Attic 30.0 3415.0 0.80 2732.0 Base Total: 3130.0 2504.0 As-Built Total: 3415.0 2732.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 214.0(p) -20.0 - 4280.0 Slab-On -Grade Edge Insulation 0.0 214.0(p) - 20.00 - 4280.0 Raised 0.0 0.00 0.0 Base Total: -4280.0 As -Built Total: 4280.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3130.0 18.79 58812.7 3130.0 18.79 58812.7 • FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 321 NE 100 STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT , Summer Base Points: 91296.0 Summer As -Built Points: 77366.8 Total Summer X System = Points Multiplier Cooling Points Total X Cap Component Ratio X Duct X System X Credit = Cooling Multiplier Multiplier Multiplier Points 91296.0 0.3560 32501.4 77366.8 0.626 77366.8 0.374 77366.8 1.00 0.970 0.230 1.000 1 0831.0 0.970 0.244 1.000 6828.9 0.970 0.235 1.000 17647.2 • FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 321 NE 100 STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 3130.0 2.02 1140.8 Single, Clear N 2.0 8.0 74.0 4.91 0.99 360.5 Single, Clear N 2.0 3.0 4.0 4.91 0.97 19.2 Single, Clear N 2.0 6.0 80.0 4.91 0.99 388.2 Single, Clear W 2.0 5.0 16.0 4.47 1.00 71.7 Single, Clear W 2.0 7.0 28.0 4.47 1.00 125.0 Single, Clear W 2.0 8.0 37.0 4.47 1.00 165.1 Single, Clear W 2.0 3.0 4.0 4.47 1.02 18.2 Single, Clear E 2.0 5.0 24.0 3.76 1.04 93.4 Single, Clear E 2.0 6.0 20.0 3.76 1.03 77.3 Single, Clear S 2.0 6.0 24.0 3.55 1.05 89.3 • Single, Clear S 2.0 5.0 8.0 3.55 1.08 30:6 Single, Clear S 2.0 6.0 20.0 3.55 1.05 74.4 • Single, Clear S 2.0 6.0 33.0 3.55 1.05 122.8 As-Built Total: 372.0 1836.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 252.0 0.5 126.0 Concrete, Int Insul, Exterior 5.0 1427.0 0.90 1284.3 Exterior 1427.0 0.60 856.2 Concrete, Int Insul, Adjacent 3.0 252.0 0.50 126.0 Base Total: 1879.0 982.2 As-Built Total: 1679.0 1410.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Exterior Wood 20.0 2.80 56.0 Exterior 20.0 1.80 36.0 Adjacent Wood 20.0 1.90 38.0 Base Total: 40.0 82.0 As-Built Total: 40.0 94.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM = Points Under Attic 3130.0 0.10 313.0 Under Attic 30.0 3415.0 0.10 341.5 Base Total: 3130.0 313.0 As-Built Total: 3415.0 341.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 214.0(p) -2.1 -449.4 Slab -On -Grade Edge Insulation 0.0 214.0(p) -2.10 -449.4 Raised 0.0 0.00 0.0 Base Total: 449.4 As-Built Total: -449A INFILTRATION Area X BWPM = Points Area X WPM = Points 3130.0 -0.08 -187.8 3130.0 -0.06 -187.8 . FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 321 NE 100 STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT , Winter Base Points: 1860.6 Winter As -Built Points: 2844.3 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points 1860.6 1.0900 2028.0 2844.3 0.825 1.014 1.000 1.000 1802.0 2844.3 0.375 1.014 1.000 1.000 1081.3 2844.3 1.00 1.014 1.000 1.000 2883.3 . FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 321 NE 100 STREET, MIAMI SHORES, FL, PERMIT #: i BASE CODE COMPLIANCE STATUS AS -BUILT - • • WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2370.00 AS -BUILT 100.0 0.89 As -Built Total: 4 1.00 2342.38 1.00 9369.5 9369.5 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 32501.4 2028.0 9480.0 • 44009.4 17647.2 2883.3 9369.5 29900.0 BASE AS -BUILT - • • WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2370.00 9480.0 100.0 0.89 As -Built Total: 4 1.00 2342.38 1.00 9369.5 9369.5 • FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 321 NE 100 STREET, MIAMI SHORES, FL, PERMIT #: i I PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. .-i/ Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & Wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Shower heads Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Air Distribution Systems Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrieris installed that is sealed at the perimeter, at penetrations and seams. HVAC Controls Recessed Lighting Fbtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. V Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. , / V COMPONENTS SECTION REQUIREMENTS CyECfK ( /// Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. SwItch or clearly marked circuit breaker (electric) or cutoff (pas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. . Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. v Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. Insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. • FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 321 NE 100 STREET, MIAMI SHORES, FL, PERMIT #: i 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int maul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Interior ESTIMATED ENERGY PERFORMANCE SCORE* = 88.7 The higher the score, the more efficient the home. MR. & MRS. KNUTT, 321 NE 100 STREET, MIAMI SHORES, FL, Addition _ 12. Cooling systems Single family _ a. Central Unit 1 4 _ b. Central Unit No 3130 ft' c. N/A 372.0 ft' 13. Heating systems 0.0 ft' _ a. Electric Strip 0.0 ft 0.0 ft' R =30.0, 3415.0 ft' Sup. R=6.0, 34.0 ft Sup. R=6.0, 36.0 ft R=0.0, 214.0(p) ft R =5.0, 1427.0 ft _ R =3.0, 252.0 ft' _ C` /10 f.eeM I A tr; / - -YZ I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Cap: 49.6 kBtu/hr SEER: 14.80 _ Cap: 29.6 kBtu/hr _ SEER: 14.00 Cap: 34.1 kBtu/hr _ COP: 1.00 Cap: 20.5 kBtu/hr _ COP: 1.00 b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance Cap: 100.0 gallons _ EF: 0.89 _ b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) Gam? Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergySti, designation), your home may qualify for energy efficiency mortgage (EE) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityA,aairs at 850/487 -1824. Project Address City State /Zip Owner Builder HVAC Contr SUBTOTAL 321 NE 100 STREET MIAMI SHORES FL MR. & MRS. KNUTT NULL DUCT LOSS TOTAL LOSS MECHANICAL VENT.- 250 CFM MINIMUM EQUIPMENT LOSS 20% OVERSIZE LOSS EQUIPMENT LOSS MAXIMUM EQUIPMENT LOSS HEATING FACTOR (BTUH /CFM) HEATING CFM EQT. MANUF CU MOD # AHU MOD # HEATING INPUT HEATING OUTPUT HEATING CFM AFUE /HSPF * ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH, EDITION (c) 1986 by A.C.C.A.) NULL Cond Floor Area = 3130 !Total Glass Area = 372 Conditioned Floor Area to Total Glass Area Ratio = 11.9% * USA Climatic Conditions & Design Conditions * Geographical Location North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter Temperature Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Summer Temperature Diff.(sTd) Summer Daily Range * HEATING SUMMARY * KNUTT.ENB 30556.5 1527.8 32084.3 6050.0 38134.3 7626.9 34320.9 41185.1 89 770 * AIR FLOW FACTORS * * EQUIPMENT SELECTION * (BTUH) (BTUH) (BTUH) SENSIBLE CLG LATENT CLG TOTAL CLG TONAGE (S) EER COOLING CFM TYPE Prepared by: TEL: FAX: email: Maimi AP, Florida 25 9Ft. Above Sea Level 48 70 22 49 50% 56 72 17 15 (Medium Deviation) * COOLING SUMMARY * STRUCTURE SENSIBLE OCCUPANTS APPLIANCES SUBTOTAL SENSIBLE DUCT GAIN TOTAL SENSIBLE MECHANICAL VENT.- 250 CFM TEMP.SWING 4.5 ° @ ° MINIMUM EQUIPMENT SENSIBLE 20% OVERSIZE SENSIBLE EQUIPMENT SENSIBLE MAXIMUM EQUIPMENT SENSIBLE TOTAL LATENT EQUIPMENT SENSIBLE EQT.SENSIBLE + LATENT 20.0 I COOLING FACTOR (BTUH /CFM) 1906.7 I COOLING CFM = 34759.6 + 2400.0 + 1200.0 38359.6 + 3836.0 = 42195.6 = 4675.0 x 0.9 42183.5 8436.7 + 46870.6 = 56244.7 18525.7 + 42183.5 60709.2 = 15.5 2799.9 (BTUH) (BTUH) (BTUH) 1. Winter Infiltration CFM Envelope Evaluation #2 (Good /Average) .7 Air Changes per hour x 28170 Cubic ft. x .0167 2. Winter Infiltration Btuh 1.1 x 329.3 CFM x 22 Degrees Winter TD 3. Winter Infiltration HTM 7969.2 Btuh / 372 Sq.Ft of total Glass & Door areas 2. Summer Infiltration Btuh 1.1 x 188.2 CFM x 17 Degrees Summer TD 1. Sensible Sizing Load 2. Latent Sizing Load Calculation Procedures A,B,C,D Procedure A Winter Infiltration HTM Procedure B Summer Infiltration HTM 1. Summer Infiltration CFM Envelope Evaluation #2 (Good /Average) . .4 Air Changes per hour x 28170 Cubic ft. x .0167 3. Summer Infiltration HTM 3518.9 Btuh / 372 Sq.Ft of total Glass & Door areas Procedure C Latent Infiltration 0.68 x 56 grains difference @ 50 RH x 188.2 CFM Procedure D Equipment Sizing 329.3 CFM 7969.2 BTUH 21.4 HTM 188.2 CFM 3518.9 BTUH 9.5 HTM = 7165.7 BTUH Sensible Ventilation Load 1.1 x 250 VENT CFM x 17 Degrees Summer TD = 4675.0 BTUH Sensible Load for Structure + 34759.6 BTUH Sum of Ventilation & Structure Loads = 39434.6 BTUH Rating & Temperature Swing Multiplier (4.5 ° @ 0 ) x 2.0 RSM Equipment Sizing Load - Sensible = 78869.2 BTUH Latent Ventilation Load 0.68 x 250 VENT CFM x 56 differance = 9520.0 BTUH Internal Loads = 230 Btuh x 8 people + 1840.0 BTUH Infiltration Load from Procedure C + 7166.7 BTUH Equipment Sizing Load - Latent = 18525.7 BTUH • Abbreveations * Glass /Windows * S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective .Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height .I Sc = Shading Coefficient * Inside Shading * N.S.= No shades I D/B = Drapes or Blinds 1 R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration #'s: 1..Sub Standard /Poor 12..Standard 13..Better 14..Excellent Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss /Btuh Shtm Gain/tuh N -No Shdg Fctr S.C. N.S. N -No Shdg Fctr S.C. N.S. N -No Shdg Fctr S.C. N.S. W'- Shaded Area S.C. N.S. W -Solar Area S.C. N.S. W -Total Area S.C. N.S. W - Shaded Area S.C. N.S. W -Solar Area S.C. N.S. W -Total Area S.C. N.S. W - Shaded Area S.C. N.S. W -Solar Area S.C. N.S. W -Total Area S.C. N.S. W - Shaded Area S.C. N.S. W -Solar Area S.C. N.S. W -Total Area S.C. N.S. 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 E - Shaded Area S.C. N.S. 2.0 E -Solar Area S.C. N.S. 2.0 E -Total Area S.C. N.S. 2.0 E Area S.C. N.S. E Area S.C. N.S. E -Total Area S.C. N.S. S -All Shaded S.C. N.S. S -All Shaded S.C. N.S. S -All Shaded S.C. N.S. S -All Shaded S.C. N.S. Glass Infiltration: Glass Sub Totals: Componet Type N/W C.B. - Int Insul N/W C.B. - Int Insul Solid Core /Wood Solid Core /Wood Door Infiltration: Slab on Grade Under Attic Building Componet Heat Loss & Gain Calculations 2.0 2.0 2.0 8.0 3.0 6.0 5.0 5.0 5.0 7.0 7.0 7.0 8.0 8.0 8.0 3.0 3.0 3.0 5.0 5.0 5.0 6.0 6.0 6.0 n /a• n/a n/a 4.0 4.0 4.0 6.0 6.0 6.0 7.0 7.0 7.0 2.0 2.0 2.0 4.0 4.0 4.0 5.0 5.0 5.0 Exposure R -Value Exterior 5.0 Adjacent 3.0 Exterior n/a Adjacent n/a 0 30.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 74.0 25.4 4.0 25.4 80.0 25.4 4.0 12.0 16.0 25.4 4.6 23.4 28.0 25.4 5.2 31.8 37.0 25.4 2.0 2.0 4.0 25.4 5.9 18.1 24.0 25.4 4.0 16.0 20.0 25.4 2.0 6.0 5.0 1.0 24.0 25.4 2.0 5.0 4.0 1.0 8.0 25.4 2.0 6.0 5.0 1.0 20.0 25.4 2.0 6.0 5.0 1.0 33.0 25.4 372.0 21.4 372.0 1427.0 3.2 252.0 4.4 20.0 12.3 20.0 8.5 40.0 21.4 214.0 17.8 3415.0 0.7 1879.6 101.6 2032.0 406.4 711.2 939.8 101.6 609.6 508.0 4566.4 1108.8 246.0 170.0 856.0 3809.2 2390.5 28.6 28.6 28.6 28.6 86.6 28.6 86.6 2424.8 28.6 86.6 28.6 609.6 28.6 203.2 28.6 508.0 28.6 838.2 28.6 7960.8 9.5 • 1.7409.6 2116.4 114.4 2288.0 0 1385.6 0 0 3204.2 0 86.6 346.4 28.6 86.6 2078.4 28.6 1.8 3.9 11.5 8.6 9.5 0 1.4 0 0 86.6 1732.0 0 0 0 0 3534.0 25650.2 Area Whtm Loss /Btuh Shtm Gain /Btuh 2568.6 977.8 230.0 172.0 380.0 0 4781.0 GEOTECHNICAL • ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Swo Miami, March 4, 2002 Mr. Mark A. Campbell Architect 373 N.E. 92 " Street Miami Shores, FL 33138 Re: Knutt Residence Addition @ 321 N.E. 100 Street Miami Shores, FL 33138 Dear Mr. Campbell: Pursuant to your request; DYNATECH ENGINEERING CORP., D.E.C. completed a Subsoil Investigation on March 4, 2002 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed structure. A total of (1) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 20' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From To 0'- 0" 0' -6" 3' -6" 6' -0" DYNATECH ENGINEERING CORP. 0' -6" 3'- 6" 6' -0" 15'-0" ii i _ r■� ■■■_416‘ 11111•11119".• ' WORM Description Top soil and grass White sand Tan sand with rock fragments Tan sandy lime rock TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 7'- 0" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 Page No. 2 321 NE 100 Street, Miami Shores, FL 33138 Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Strip the entire footings and building construction areas plus 5 feet outside perimeter of all topsoil and vegetation down to clean granular sand (when encountered). B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95% of ASHO T -180C but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6" inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW/GW). F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material. G- Representative samples of the on site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications '. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. Page No. 3 321 NE 100 Street, Miami Shores, FL Regardless of the thoroughness of a Geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, !SS Wissam N. amani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /no DEPTH s ,1 ; ' , * v ' DE SCRIPTION , OF MAT ERIALS cal 7 F S LE NU MBER d HAMMER BLOW S ' ONf stl�Ttf r, 1 0' 0" 2 2 3 3 - -0' - 6" Top soil and grass 4 5 7 4 4 4 4 0' - -- 6" -3' - 6" White medium sand 3 4 7 9 6 5 6 6 3' - 6" - 6' - 0" Tan medium sand with rock 8 7 14 7 fragments 8 7 7 9 11 9 18 9 6' - 0" - 15 -- 0" Tan silica sand amd lime rock 10 9 8 10 6 7 14 11 12 • 12 8 6 8 12 14 13 14 14 13 14 15 16 15 30 16 16 16 18 17 18 18 19 20 20 21 22 22 23 24 l i 24 25 26 r 26 27 28 - 28 29 30 30 31 32 32 33 34 34 35 . 36 36 . 37 38 38 .f GEO7ECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS CLIENT PROJECT : ADDRESS : LOCATION : W a t er Leve 7 - 0 Be Sur A= auger; R= refusal; -: 0 blow count As • mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or ex tracts from or regarding our reports is reserved pending on our written approvaL 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 - w- �a a,n near • as t a N\ /IIIIt1r `' 341141\ M\IN11111 1 Mra71/ DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING TEST BORING REPORT MARK A. CAMPBELL DATE: 3 -4 -2002 Knutt Residence @ ROLE NO.: B -1 321 N.E. 100 Street, Miami Shores, FL DRILLER: MG See Attached Plan 1 STORY RES. #321 -11 SUB .- J W 0 10+0 -0' P.L 100 -0' P.L 7-ALE: 1 " =20' ;1T. PLAN in Harp, OT D D 10 1J L NE. 100th ST. OC ATO N M LEGAL DESCRIPTION SURVEY OF LOT: 15 -16 BLOCK: 39 SUBDIVISION: AN AMENDED PLAT OF MIAMI SHORES SECTION I - NO. 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 32_ 1 J 1 /� Sh-tc) 2E A GEQTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASB ESTOS I I/ DYNATECH ENGINEERING CORP. Appendix Drilling Procedures The borings are conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM D -1586. A two (2) feet long, two (2) inch O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs, hammer dropping thirty (30) inches. The soil sampler was driven (2) at a time, then extracted for visual examination and classification of the retained soil samples. The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non cohesive soils and the consistency of cohesive soils. It is general practice that the sum of the number of blows required for the second and third six (6) inches penetration area added to determine the "N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density of consistency of soils. This dynamic method of soil testing has been widely accepted by foundation Engineers and Architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used.. Therefore the samples were taken at intervals of two (2) feet, or at every change in soils characteristics. Wissam Naamani, P.E. • DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 • • GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY CHEMISTS MODIFIERS •S•s•d on the runt• 1.1 pse•ng the 3 •n. I75•mm.l.lew. DYNATECH ENGINEERING CORP. OX 170406 FLORIDA 33017.0406 305) 628 -4418 KEY ATION AND SYMBOLS CORRELATION OF PENETRATION RESISTANCE WITH ROCK HARDNESS DESCRIPTION RELATIVE DENSITY AND CONSISTENCY Cone Standard Penetration Penetration Tests Tests Kg/Cm' blows /Ft. PARTICLE SIZE TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Relative Density SOFT Rock core crumbles when handled 0 -16 0 -4 Very Loose 17-40 5 -10 Loose MEDIUM Can break core with your hands SANDS 41 -80 11 -20 Firm 81 -120 21 -30 Very Firm MODERATELY Thin edges of rock core can.be Over 120 31 -50 Dense HARD broken..with fingers Consistency 0 -3 0 -2 Very Soft HARD Thin edges of rock core cannot be 4_9 3 -4 Soft broken with fingers SILTS 10 -17 5 -8 Firm VERY HARD Rock core rings when struck with AND a hammer (cherts) CLAYS 18 -31 9 -15 Stiff 32-60 16 -30 Very Stiff Over 60 31 =50 Hard Approximate Boulder >12 in. Fines Content Modifiers Cobble 3 to 12 in. 5% to 12% Slightly Silty or Slightly clayey Gravel 4.76mm to 3 in. 12% to 30% Silty or clayey Sand 0.074mm to 4.76mm 30% to 50% Very Silty or Very Clayey Silt 0.005mm to 0.074mm Clay < 0.005mm Major OiyiaioM Symbols Hamel Ctrvf.c..on Cntar Mate Than 50% to%Nod on No. 200 stash • •nwt >, 'ON uo Donaut oot,e.f aswoo JO e.w. JO %OS 4w••� u GW Well-graded w ayNs and 71 mutant, I11110 or no line Cleeultcatlon on bests of pacantapa of fines Loa than 5% pass No 200 Maas GIN. GP. SW. SP More than 17% par No. 200 woe GM. GC. SM. SC 5% lo 17% pan No. 700 Pont Borderline clarification repairing um of dual symbols C Cs • 0 0 s Gnats. ID ,_I 7 than • • Between I and 10 • • GP Poorly w•d•d w welt and p•yN•rrd mi•ture. little or no fine Not meeting both cnhau for GW Altabwg limits dot below "A" tine or dsn.e.ry and." lea than • Anwbwp limits plotting .n hatched was ere bordwl.ne el.w,f.c.1:oru teou.ng u of dual uuse 'emboli I fi t; 1 n• GM Silty w•wNs. wayal•tand• till creatures 4 . s ,. •I d• Clayey 'Malt, grM-san Clay mi•ture .b ot . ben• "A" line Att..bwg l.m Pl and drt•c.h .rd.• pester than 7 a.wt P'oN °eased uatoay Moo* ID %OS wsp wort °a•os 1J I SW PVNlgad.d sands and g systly tends, Intl* of no fines Cv (,� G ° D6011310 G ID 2 S 8 -..n I ad 7 • ° b- f0 • 0 a SP Poorly waded sands end p,elty sands, 1.111. or no I.nw Not nwt.np born nits.• la SW Att .bag l°n.b dot below "A tone or plasticity u.M• let. than • Anabag l.n.ts plot ling in hatched w•• re borderline cl.wlicat.Mns borderline use of duet Symbols If I B n• bM Silty sands. sand-silt mishits' SC Clayey sands, r <lay m:■tvna Atta bag I:m:H dot slows "A" lone and pletK.h hales greeter then 7 / lrq (L a In «! Soll 60% or mon poem) No. 200 oval • 1l U I F , 12 , t , s p . 1 ML Inoryn:c sills, very fine tens, rocs hoar, silly Or clayey tin. sands • rn • •0 0O •. •.vc•n • c •••■ •.• rw � �. .... ............. ••••••• �.- _ • .. s. - •. r .. • w•°'• • 1 ---•- •• ••.....•.• --• CL Inorganic elayc gr to medium plasticity. wayN ly clays, sandy clays, silty l• clays, en clays • . -• -. DL O•pn.c silts and organic pity clays of toy pletidty y j C ) 1 �t s O N V C C F Y Z D ii. 1 , J ` • to S MN Inorganic silts. m.cac.ous or dratomsc•oac brut sands Or silt l s. eastic tats 10 10 CH Inorganic clays of high peticlh, tat clays .. • ... ` :.".W I € a,9 I • l OH Ornic clays of medium P to high plasticity • ne to a •o .0 w •e .0 .. •m t.•. s..... 1111 High ' Os .c Soils � Y �• R Pot, mutt, and other highly organic toils Visu &•Manual Identification. we ASTM Oeignetion 0748._ • • GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY CHEMISTS MODIFIERS •S•s•d on the runt• 1.1 pse•ng the 3 •n. I75•mm.l.lew. DYNATECH ENGINEERING CORP. OX 170406 FLORIDA 33017.0406 305) 628 -4418 KEY ATION AND SYMBOLS CORRELATION OF PENETRATION RESISTANCE WITH ROCK HARDNESS DESCRIPTION RELATIVE DENSITY AND CONSISTENCY Cone Standard Penetration Penetration Tests Tests Kg/Cm' blows /Ft. PARTICLE SIZE TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Relative Density SOFT Rock core crumbles when handled 0 -16 0 -4 Very Loose 17-40 5 -10 Loose MEDIUM Can break core with your hands SANDS 41 -80 11 -20 Firm 81 -120 21 -30 Very Firm MODERATELY Thin edges of rock core can.be Over 120 31 -50 Dense HARD broken..with fingers Consistency 0 -3 0 -2 Very Soft HARD Thin edges of rock core cannot be 4_9 3 -4 Soft broken with fingers SILTS 10 -17 5 -8 Firm VERY HARD Rock core rings when struck with AND a hammer (cherts) CLAYS 18 -31 9 -15 Stiff 32-60 16 -30 Very Stiff Over 60 31 =50 Hard Approximate Boulder >12 in. Fines Content Modifiers Cobble 3 to 12 in. 5% to 12% Slightly Silty or Slightly clayey Gravel 4.76mm to 3 in. 12% to 30% Silty or clayey Sand 0.074mm to 4.76mm 30% to 50% Very Silty or Very Clayey Silt 0.005mm to 0.074mm Clay < 0.005mm Page 2 INIPORTANT NOTICES I. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replaceme`t cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, BOUNTY OF MIAMI -DADE SEAL: Signature of Ow FF I Cn Ulf Print Name Swo t and subscribed before me this �� day of _ , Az, apm r47 Signature of Notary Public - State of Flo ,en' Barbara Ann Fugazzi My Commission DD083828 w 200 we Expires March 29, 8 4 Personally known OR, Produced Identification / X Type of Identification Produced: E1�1/4C.J(J.l� U«Ae Signature of Co Pri Name Sworn to and subsc Y®B L - ignature of No SEAL: Personally known IDA, CO Type of Identification- Produced: PERMIT APPLICATION Y OF1oIN1MI -DADE fore me this day of J1JGt >e , is - State of Florida "' Nancy Iglesias � \V.:..Commission # DD117024 =(/). ' °' l Q= Expires May 13, 2006 : Bonded Thru Atlantic Bonding Co., inc. OR, Produced Idfntification CONTRACTOR Name O limn N1 II I `IC License No. Co l 051918 Address ` `r , r ' 6 N .Mtarit I Fl 331(:8 _ Telephone (305 Qc -/54 Fax/2 �O(_Jl) Qualifier Name 'f" kcH J� X3 1 PROPERTY OWNER Name tkiA/ Address _ ,W I 0 0 Pr Home Telephone '3th— - 7�'€ e S 3 35 Business Telephone -3 _ (../ 3 a - C / •z7 Fax ` 0 j • / S ° 4-011 t i ARCHITECT New Construction Name VVIA ^_ e vt , e 6 /� , License No. A n_j L (O .. - 1 q 2 S _ Address 3`71 Telephone 5 4; , S Z 8 , '3 ® 3 l 7 Fax 7 J- . 7 .511. 7 C G C TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION � 1 A I «U 111 f-r t (i Wt AAA (t /174w-es' Address Apt. City Folio Number i I — 3 zo (o _O l 3 _ S 3S-/o Lot I " I Block 39 Subdivision PB 1 0 PG - 76 Current Use of Property Si ML (43, t fr € c y Proposed Use of Property SI ^t L ye ", r''V Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Zoning Square Feet I l CO Units Floors I rs - Value of Work 6.6 - — Bldg aloe Tax Assessed/Appr tsed Value 2( 15D PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Master Permit No. Subsidiary Permit Nod P • ( ' I ,3 a 33 3e Zip I'4M7 ,n 6 e772 ! i a 4 / 4 lc-1 TA4-04/ /',9,1u st J Description of Work Flood Zone State PERMIT APPLICATION Linear Feet ENGINEER Name License No. Address Telephone Fax ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer Q'I'Y. T1'I'E Outlet, Appliance QTY. TYI'E Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service - Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain ()Ty. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTl'. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QT1'. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet - Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE w ' AV th J�1 Zoning Electrical rLLJe" Mechanical Ask -4D L - - • c Plumbin _• umi�s Z Fire Public Works i sim Structural W , MIW =111111 P , ` of ,_ Building Official P O Page 4 OFFICE USE ONLY CHECKLIST LI OWNER - BUILDER FORM (Attach) LI FIRE DEPARTMENT APPROVAL (Commercial / multi - family) LI CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review LI PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ' FEES $ 9 o $� no.oc� $ -3 4 cc) (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) (¢.01/sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL , S '7_ DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com