Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Multiple
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Monday, July 16, 2007 Page 1 of 2 JUL 18 2007 nspection Number: INSP -50897 Permit Number: PT -5- 07`-1118 W,/ Passed Inspection Date: 0717/2007 Permit Type: Paint Inspector: Grande, Claudio Needed Inspection Type: Final Owner: HOSTED, KAREN Work Classification: New Job Address: 166 103 Street NE Miami Shores, FL 33138- re- inspection fee is paid. Phone Number Parcel Number 1132060131730 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina Denartment Comments Monday, July 16, 2007 Page 1 of 2 JUL 18 2007 Inspector Comments W,/ Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 16, 2007 Page 1 of 2 I 4 ., °. BODY: Dapper Tar ENTRY: Tusl<Tusl< TRIM: Wood Haver Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address ... ........................ ............ 166 NE 103 Street Miami Shores, FL 33138- KAREN HUSTED Parcel Number 1132060131730 Block: Lot: 166 NE 103 Street MIAMI SHORES FL 33138 -2329 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: Exterior Color: SONORA/RUM RAISIN /CORAL CLICHE Additional Info: Classification: Residential Color: SONORA/RUM RAISIN /CORAL CLICHE—Approved Color: SONORA/RUM RAISIN /CORAL CLICHE_Approved_ Code Comments: Color: SONORA /RUM RAISIN /CORAL Fees Due Amount CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $50.00 Technology Fee $1,50 Total: $67.30 KAREN HUSTED ........................................................ ............................... Valuation: $ 1,000.00 Total Sq Feet: 0 Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: JUN 0 4 PAID 17 -1 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . June 04, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, June 4, 2007 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 998341057 1999 JUL 01 179 .*55 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: 166 N . E . 103 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile roof . 3.Owner(s) name and address: Karen Housted c.-k(A.Sir-cl 166 N.E. 103 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N /A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: 0 0 Amount of bonds---20 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A S. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) e m owner Print Owners Name Sworn to and subscribed before me this day of 19 eiz A , Notary Public Or Print Notary's Name ; ::P;%�•., MAfROU HEMMIDEZ 610174 My Commission Expires: '�'_ EMS: Oclobw 10. M01 o E y - S'A" _ pF FL�JRIDA, COUNT`( OF � the r QyO.q HER�3YC':RTIFY that rhls Is a true cop�,� -. day of � crf; na lad in hh offlea on � U U ' e Off ;cial Seal. a h n�i a� Coun 'I eurts ® .rnT •* H , RV� ER "4 a C. Y Prepared by: Carlos Arocho Quality Roofng Contractor Address.-13800 N.W. 1st Avenue Miami, Florida 33168 112"1 -W Tt1199 s Append Ix 1111 { UNEFORM ROOFING PERMIT APPLICATION PROCESS No, Contractor's Nam-&a- am -�i r �� Job Address: 1l OLD' 1\). e- 1C-� ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof 0 ROOF CATEGORY' ❑ (Nail -On Tile) (Mortpr a esive et Tile ❑ ( Metal RoofhWood Shingles & Shakes) ❑ (Other) ' ERe- roofing - ❑ Recovering ' ❑ Repair , 0-Maintenance Flat Roof Area (fla) , Sloped Roof Area (f Total (1 av . Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. I ROOF HEIGHT AND SYSTEM DETAILS . (Draw details as nead4 ROOF PLAN . ------------------------------------------ r------------- - ------------------- - - - - - -. I .. 1 1 r.-------------- - _- . -------------- - -- I I 1 1 r---------------------------- - - - - -� �� I I r ------------------ ---- --- - -- - -- 1 1 1 1 I 1 1 r' - - - - - - 1 1 1 I I 1 I ------- - -- - -- - - -- 1 I 1 t I .._....«. ...TTACHMENT •t. 1 I 1 I I 1• 1 t t '•J 1 1 1 . J e..... 1•� 1 1� I..t._1. -1 .t.. t t .1 L �1,, �•I � 1 � 1 ' t l t l t l l � l' � 1 � 1 t I � 1 f 1 Fastener Type: °� I. t 1 1. 1. 1 ' t om-- - - - -•- �'•I ,1 ' 1 1' I ''. 1 1 I I I 1 Field:- I �i9gp. 1 ; 1 i ' - + ` _ DETAIL 1& 2 ; 1 1' - -- ---------------- -_ -_ -- ' I I �rL -I I 1 -- ---------- 1 ' 1 t - 1------ - - - - -- -- --�... �._•_ - - -_- �•• -1 i : 1---------------------------------- -- -- - - -- -I 12301-71 SM \\ Page -1 Rid ne Ventll%0*0 .Appendix UNIFORIYX ItQ OF WC PZitl= APPLICATION ' PROCESS No, SLOPED SYSTEMDESCRI'PTION lrastener type & apada�s 1 Cap Sheets b r. "Roa� over Ug c 1o"no-r. eL0Pa , A-0 DXp f,N AIE.W tlElcar �r D 8 r A I L 3 I.- rte` oZ �o l `i l il�� �•e� e4a, ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptanca -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations . -• d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS dj�e5` (P max] x X (Amdyriai W MujUVHer):U) - Me ' . 0 . Mrl: 12,kAPCA: �f •�� �� (P11jax2: (Amdy;tL�a0 Muiver): PCA: , (PmaxAID3,," X ib (Aerodr%'AWi0MUjdV W):_ ).j, - M : - Mrg:a1 -O PCA: a Page -2 i ®I 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The ownefs initial in the adjacent box indicates that the item has been explained. �Jin 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The-roof deck is usually concealed prior to removing the existing roof system) m 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. - Oia 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 01 lk b. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. - Plit -. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. , ' � P wner's /Agent's Signature Date contractoes Signature Signature a-7 �+e� nAO i Santafe Tile Corporation Ladrillera Santafe . Bogota, Columbia Yqur application for Product Approval of: SaWaje 711e Corp. Nall -On, Mort&Set orAdltesiveSet "San under Chapter & of the Metropolitan Dade County Code goi Construction, and completely described in the plans, speoificat The Center far Applied Engineving, Inc. and Testwed Craig has been recommended for acceptance by the Building Code Florida under the specifto conditions set fatth on pages 2 thrc 12. The approval shalt not be valid after the expiration date ste reserves the right to secure this product or material at any t control testing. If this product or nwedil falls to perform in i Office may revolve, modify or suspend -the use of such prc re- evaluate this product or material 'should any amendments to this product or material. The Building Code Compliance Ofl determined by the Buildtttg Code Compliance Once that this 1 the South Florida Building Code, The expense of such testing A ;ceptanee No.: Revises No. _94 -1017 Expires: 10/10/00 This application for Product Approval has been reviewed Compliance Department and approved by the Building Code the conditions set forth above. Approved: 16 /10196 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 - (305) 375.2801 . • FAX (305) 375 -2908 INTERNET: mdo001 48hadow re► PRODUCT CONTROL SSCTION (305) 375.2902 FAX (305) 372 -6338 S" Roofing Tile lag the use of Alternate Materials and Types of and calculations as submitted by: oratories A Consultants ipliance Department to be used in Dade County, L I and the standard coaditlord set forth an page below. The Building Code Compliance Office for a Jobsite or manufacturer's plant for quality approved manner, the Building Code Compliance :t or material immediately. The applicant shall : South Plorida Building Code be enacted affecting reserves the tight to revoke this approval, if it is )duct or material fails to meet the requirements of I be incurred by the manufacturer. Raul _Rodt1guez Produci Control Supervisor the Metropolitan Dade County Building Code mittee to be used in Dade County, Florida under A/ Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County i i = Santa% Tile Corporation Ladrillera Santafe B dgota. Columbia i ..' ROOFING Si Prepared Roofing Stib_C±ateg High Profile Tile Nall- on/Mortar Set/Adhesive See Sub-Bne; Clay 0. System Deso Product Control No.: 96- 0318.0.2 PROVAL Product Control No.: ,26- 0318.02 Approval Date: 0&ober 10.1996 Expiration Haze: October 10, 1999 , Ladrillera Santafd. located in Bogota, Columbia; manufa tn= clay roof tile for nail -on and adhesive set applications. All LadrilleraiSaatafd tlle9 ara available dard unglazed and a glazed color finish. 11Sentstfj Sit tine profile, Refer to Ladrillera Santafd the profiles. have matching trim pieces' used for rake . hip. ridge hip. and valley terminations. These accessories forma part of this Product Control Approval. The Ladrillera Santafd', "Santafd S" tile profile has been tested in compliance with the South Florida Bgilding Code requirements for clay, nail- onand adhesiv a set tile applications. The minimum roof slope for Ladrillem Saataff's "Santaf6 SO nail= an'tiles 8611 be � 12 ". The minimum roof slope for Ladrillera SantafTs "Santafd S" adhesive set tiles shall be 2 ":12" S e the "Profile Drawing" section In this approval for: the "Santafd. S" profile drawing. The. "Santafd S file profile has been tested for static uplift performance only. Therefore, any eohildemtlon ror ipstallation shall be ' done as an 'Uplift Based System'. Data for attachment calculations is noted in Tables I and 2 of this approval. Santa Fe Tile Corporation Is the sole, approved distrlbuto of Ladrillera Santafd roof tiles. Contactt_;td. :, Daniel Bernal General Manager Saritaf file corporation 722$ Northwest 2StQStreet, Suite #306 Miami; Florida 331 2 (305) 593.9339 F] Exar,;3n;r. Prcdsct Cartrel Div. Product Omtroft-'- 96-0318.0. Tgas NAum OF PaoDUCI 3 MmwwrURED OR LABELED BY A PPLICANT Test Product neserigtion Product Santafd 'S' Clay Roof I- lop ASTM C 1167 High profile, Interlocking. one-piece, Tile W ■ 11%U IT shaped, Clay roof the equipped with KO thick two rail holes and a single roll. For nail -on, mortar sat And adhesive set Applicatim. Trim Pieces 1= varies ASTM C 1167 Accessory trim, clay roof pieces for W W varies use at hips. takes, ridges and valley varying thickness WMIAWOnL Manufactured for each file profile. 3 rtwu 6 w.............. -. -... I ' 4 Product Control No : 96- 0318.02 •. - SXSTEti (CONTMX ED) Deck Type: Wood, Non - insulated Deck Description: New construction 19/ „” or great 'r plywood or wood plank. ` SYSTEM D: Mortar Set or Adhesive Set Applicatton Slope Range: 211:12" to 7 ":12" Notwae System D is only acceptable In this slope range. . U nderla meat: Install underlaymant system 1� comp liance with Dade County Application Standard PA 120. (See System Limitation #S.) goofing Tile: Install the in compliance with Dade County Application. Standard PA 120. (See "Data for Attachment Calculations" Included in this Approval.) . is �" substrate. Comments. 1. For ro- rooEappltcattons, !,� plywood is an acceptable su ate. r a I; 4 $I ! Fwx Zuioaga I 2: 3! Product Control No.: 96- 0313.02 - SYSTM LAV11 ATIQNS The standard minimum roof pitch for Ladrlllera S PA 1' I9 or PA6120 hdepending on the mlethod of with Dade County Application Standards PA 118,1 installation. i For nail -on applications, fasteners for meehanicaj attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. I . System Installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment 'tilized shall provide a minimum characteristic resistance load greater than or equal to the requite uplift resistance determined in compliance with Dade County Protocol PA I IS or ?A 127. The LAdrillera Santa% "Santa% S" tile profile has been tested for static uplift performance only, theref re, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done a an'UPIM Based System' d' For mortar or adhesive set the applications, a testing agency, in compliance with-Dade County 5. For mortar set the applications, 30190 hot mi perpendicular to the roof pitch unless stated othi published literature. 6. i 7. 8. 1 i 9. All tiles shall bear the imprint or identifiable identification in the field. static uplift test by a Dade County accredited ►col PA 106, shall be performed. underiayment applications may be installed by the underlayment material manufacturer's of tho manufacturer's name or logo for Applications for roofing permits shall include a� completed Section 11 of the Uniform Building Permit, a copy of Ladrillem Santaf6's current specifications and details, a copy of this Product Control Approval and a copy of the Product Cont al Approval of any Roofing Component used in the proposed tile application. Reference shall made to appropriate data for the required fire rating. The applicant shall retain the servlees.df a Dada County certified testing laboratory to maintain quality control in compliance with the South Florl4a Building Code and related protocols. Any amendments to these provisions shall be in c rpliance with Sections 203 and 204 of the South Florida Building Code. t � . i t 9 Frank Zuloaga Plans Examiner, Product Cantr03 Div. _ 1u; 1,1/.10: rx1 ua: ua rd,` 4UQ 319tidsa nwu r�uuu�. vvi.Fa.va. • Product Control loo.: 96.0318.02 DATA FOR ATr4cumENT CALCt UT JOKS Table 1: Average Weight (W) nd Dimensions 0 x w) Tile Profile Weight4V Qbt} L#ngth - 1(fast) Width w (feet) Santa% 8 Clay '8.60 1 1.50 0.96 Roof Tile s Table 2: Minimum Characteristic Resistance Load - F' (ibf) Tile Tice ; Minimum Characteristic Profile Appllcati n Resistance Load (ibf) SantaM 3 Clay Roof Tile Nall -On 8y tern 31.00 Two Approve Nails' Nag-On 3y tem 26.50 One Approve Screw= Mater Set 83.60 Adhesive, at 85.10 ' The two nail holes shall be located at 2 -5118" and 24 from the head and 2.51W and 2-511W from the Interlock edge, respectively, ' The screw hole shall be located at 2 -6/16" from the head and 2 -6/16" from the interlock edge. ? Minimum Y headlep. ' i ' 1 i i an • Zuloaga 7 , Fto&at Control No.: 96- 0319.02 • - ROFILE RAWtN(; a i i LADRILLERA cANTArm ZAPTAFEb CLAY R00>r ILE I i �l • � u oaga Product Control No.: 96- 0318.02 . Santafe File Corporation wriilara Santafe 8og6ta; Cofumbia ACCEPTANCE N4.: 96- 0318.02 APPROVED t iItabor 10.1996 EXPIRES t October 10. 1999 i 1. Renewal of this Acceptance (approval) shall be onsidered after a renewal application has been filed and the original submittcd documentation, including est supporting date. engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permane i'oty, l labeled with the manufacturer's name, city, state, and s the following statement: "Dade County Product trol Approved", or as specifically staud In the specific i conditions of this Aeatomfice. i j 3. Renewals of Acceptance will not be considered i1 a) There has been a change In the South lorida 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 settle product (Identical) as the one originally approved: e) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct Installation of & product; d) The engineer who originally prepared signed and sealed the required documentation Initially submitted , Is no longer practicing the engineering profession. 4. Any rovision or change In the' materials, use' and/or manufacture of the product or process shall automatically be cause for termination of this Act eptsnee, unless prior written approval has been requested (through the filing of a revislon application with a propriate fee) and granted by this office. 3. Any of the following shaft also be grounds for oval 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. j 6. The Notice of Acceptance number preceded bye the words Dade County, Florida, and followed by the explratlon date may be displayed In advertising 11teratuce. If any portion of the Notice of Acceptance is i displayed, then it shall be done to its entirety. ! . 7. A copy of this Acceptance as well as approved wings and other documents, where it applies, shall be provided to the user by the manufacturer or its d stn$utors and shall be available for inspection at the job site at all times. 'rite copies need not be resealed �y the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. i 9. This Acceptance contains pares 1 through 12. END OF THIP ACCEPTANCE F i Q�Uloa.gx Plans Exainer, Product Con!rol Div. i !/J DATA POR ATTACHMENT CALCULATIONS MOMENT BASED SYSTEM Table 1: Aerod Tile frofile Nal4C Santafe 5 I Santafe Ro al Low S Ro al Low S I I IT'iie Profile antafe S =to I Low S 1 Daniel Bernal — 10.24.97 Page - 2 ,namic Multi liar --k . �no Direct Deck Mortar, or Adhesive Set 0.34 0.31 0.32 0.29 Table 2: Restoriniz Mornen 3:12 4.8 5.0 I. Attachment Resistance '*wo Approved One A Nails 21.8 1 14.2 gravity — Mss tfilb 5:12 6:12 7:12 4.6 4.5 4.4 4.8 4.6 4.5 as a Moment -. Mf ft -Ib Mortar Adhesive ' Set Set 23.6. 61.9 48.6 89.0 Exterior Research & Design, LLC Trinity Engineering • . Roofing and Waterproofing Consultants Roof Systems Analysis and Design i 10.24.97 — VIA FAX AND OVERNIGHT MAIL Mr, Daniel Bernal Santafe Tile Corporation 1103 02 NW South River Drive, Bay # 16 ` Medley, Florida 33178 f AX: (30S) Sag.00SO Subject: Santafe Tiles as a Moment Based S term Ys Dear Daniel, aAs requested, we've completed an analysis of static uplift data for Santafe's mortar set, adhesive set and mechanically ttached the systems ( Santafe S and Santafe Royal Low S). The analysis entailed review of existing static uplift data, completed under Protocols PA 101 and PA 102 by the Center for Applied Engineering, and conversion of this data from �plift Based System data to Moment Based System data. :This conversion is based on load placement at the time of Cesting and load placement criteria in the subject Matro -Dade Protocols. I The subject CAE test reports are: i Santafe S Tile: Adhesive Set: 94 -IS6 -2 Mortar Sec 94 -IS6.1 Nail On (one screw): 2S- 7205 -4A Nail On (two nails) 2S- 720S48 Royal Low S: Adhesive Set: 94 -154 -8 Mortar Sec 25- 7205 -1 N it O a n (two nails) 94.156 -9 Data generated in this analysis'inciudes Restoring Moments Due To Gravity (Mg) and Attachment Resistance Expressed As A Moment (MO. Analysis and results for each the using each method of attachment are summarized on the attached spreadsheets. This static uplift data in conjunction with the aerodynamic multiplier data provided In my letter of 10.02.97 comprises all data necessary for analysis of Santafe S and Santafe Royal Low S the systems as Moment Based Systems. I have compiled this information on pages 2 of this letter for your convenience. i , Should you have any questions, kindly contact the writer. Your sincerely, EXTERIOR RESEARCH & DESIGN, LLC. TRINITY ENGINEERING` /• Rbbert Mills for the. Firm I Colin Murphy, RR Main O j C 1000 Lenora St. • Sum 4010 Sea* WA • 98121 • PIU 206.467 -0054 0 lax: 206 - 467.5840 Ldboratory; 600 West Nf hmz •She, tvA • 98119 .. Ettt& ExDe*(00=cvn $Aed ID.- 911691951 C. Wien ISANIEFE1PR0J457 J\h102497,iA- r KAREN HUSTED HVAC LOAD ANALYSIS for C`�rri�rl ... .......... ............... ................ RNVA(Residential and Light Commercial HVAC Loads Prepared Dr. Keith C. Tatman Edd Helms Air Conditioning 17850 N.E. 5 Ave. NCiami Florida 33167 {305} 653 -2530 7 -24-96 Client: Karen Husted Address: 166 N.E. 103 st. City: Miami Fla. 33138 Phone: (305) 757 -1730 Fax: Project Name: Reference City: Daily Temperature Range: Latitude: Elevation: Winter: Summer: Outdoor Dry Bulb 40 92 Total Building Supply CFM Square feet of room area: Company: Representative: Address: City: Phone: Fax: Comment: Edd Helms Air Conditioning Keith C. Tatman 17850 N. E. 5 Ave. Miami Florida 33167 {305} 653 -2530 {305} 653 -7933 ...h.v... avvv.. .vv ...............v..v.vv....vv n..vv.....vv..:.v ............... ....v.v............s..n..v..... 1377 CFM per square foot: 1.51 912 Square feet per ton: 278.133 Total heating required with outside air: Karen Husted 43.899 MBH Miami, Florida 30,298 Btuh 90 Low Total latent gain: 45 Degrees % 7 Feet 2.799 Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum. Dry Bulb Difference N/A N/A 72 N/A 78 50% 75 58 1377 CFM per square foot: 1.51 912 Square feet per ton: 278.133 Total heating required with outside air: 43,899 Btuh 43.899 MBH Total sensible gain: 30,298 Btuh 90 % Total latent gain: 3,290 Btuh 10 % Total cooling required with outside air: 33,588 Btuh 2.799 Tons (based on sensible + latent) 3.279 Tons (based on 77% sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i�;i*.I�iHii��'.ii�ii."�ii"?.�Z�iiR�k�k"kkmg:?,�::iR::*::?'t&*:�k,*.'�t�k::�::::%*k.,�i.��- • RgRa. gN Project File Name: RODRIGUE Outdoor Outdoor Indoor Indoor Grains - -- System 1--- Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 40 N/A N/A 72 N/A Summer: 92 78 50% 75 58 No. Projection Offset No. Projection Offset 1 3 1 6 0 0 2 5 0 7 0 0 3 4 .5 8 0 0 4 0 0 9 0 0 5 0 0 10 0 0 Runouts Main Trunk Duct Material: Flexible Duct Fiberglass Duct Board Roughness Factor: 0.010000 0.003000 Pressure Drop: 0.1000 In.wg/100 Ft. 0.1000 In.wg/100 Ft. Minimum Velocity: 450.0 Ft./Minute 650.0 Ft./Minute Maximum Velocity: 750.0 Ft./Minute 900.0 Ft./Minute Minimum Height: 0 Inches 0 Inches Maximum Height: 0 Inches 0 Inches .......... Winter Summer Infiltration: 0.900 AC/Hr 0.400 AC/Hr Volume of Conditioned Space: X 7296 Cu.Ft. X 7296 Cu. Ft. 6,566 Cu.Ft./Hr 2,918 Cu.Ft./Hr X 0.0167 X 0.0167 Total Building Infiltration: 109.44 CFM 48.64 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 18.70 = (1.10 X 17.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 39.27 = (0.68 X 57.76 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 35.20 = (1.10 X 32.00 Winter Temp. Difference) <•• .. .... • :i•L: .yi: is ';.•...•.... ;. i.•`:: r,:: ;.::' ;i .;if.:<v:..•: ti <:v; .:.;.•i!•;: +:;'•: " :;: i;:rti;:i;: "•i.: :.. ...•..:•:•S :•i:::•:::•::•::•'•:•'•'•'•' ... :<:«„ i «•'•.•.•.•:•:::•.•.•.•:•;.'•.•. •.•.•.•.•.•:• :•:•:,•:i•:•.•.•:i•.•: ❖i..:: -:• :: is :.:•: {4,iv.,v •: <•:.::.•..:.d..: .......v'w•:': •'< r,.:::•: r•: :•:.:.•:•::•:•'•.•'•'•.•'v.•;.: }:K•:•'•. :::r ........15.. 8ts111..A i'z ..fir•.£.. ... � :.,:i,• :..:,,: <:.<:. .,�:<.,. :,<.i, : :ii.:••.•:i :,`iii : : :: : : :::....:.. : :.� .:. <,.�.:::.: • <i >: • ... <,�x:. �.` .......ti �#:: �:`::: t::: �:: a:: �:: �:::: �:<:::: �?;,<..:. �:::::::::.::??:::> �:«« .. :.,, <,•: : : :.. <.::...: : : :.,:•. 4: ?: }...• .... ..........:,:•::: ti: 4:.•.•.•.•.•.• v.««;,:•,}:• v.;.'••.. ;y >.• :.•.«<vv.•.•.•.•.....•.... •. v.«..<;.:: i}:•.<:.;;.;{..;.:: �;;. sf, L} ti::}. i�44i:::;: f�. ::L::9;:;`.i�i,'. :. ::`.;:� ::v`. i :`.%`.; •`.� +:;$ {`. ?� ir6' .�f� •:'•:•f «. ........a.....n.v...:.<v, <..•.. ....� ......... ....................... < <.......,,.•.•. v.•., v.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•...• a,,,,•,'•. v.•.•.•.• x.•.•. v:::.< v: n: v.: v: .::::::.<•:.•:n:::.::::.•.,;.,. a........<......<. ........ ..v..:x.v....,............,,..< :..< , v ............. �......... v.• vv,<,< y::::. �..... v;:. v.. ...vv................v.......v. .... Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 1F Window Low Emit Glass a =.6 Mtl Frame 180 6,168 0 4,372 4,372 1 OD Door Wood Solid Core 42 618 0 476 476 14A Wall 8" or 12" Block No Insulation Unfinished 770 12,566 0 6,794 6,794 16A Ceiling No Insulation 912 17,481 0 14,746 14,746 22A Slab on Grade No Edge Insulation 124 3,214 0 0 0 Subtotals for structure: 2,028 40,047 0 26,388 26,388 Active People: 6 0 1,380 1,800 3,180 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 0 Infiltration: Winter CFM: 109.4, Summer CFM: 48.6 222 3,852 1,910 910 2,820 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 30,298 Temperature Swing Multiplier: X1.00 System Load Totals: 43,899 3,290 30,298 33,588 y,'� . i,;:,`v,:;X.';:::tiL:.:v�;L}�:;: : i<:•.,•::..::.•...•.• x.•::.• nv:« i•: v:::".:::::: v��$::::::$$:> L'.; �L}:•,' r,:.}:::::: ry' ��:$ �" �: i::::: i. ,......,..,,v.•y.•.•:.•.,v.,•.• Supply CFM: 1,377 CFM per square foot: 1.51 Square feet of room area: 912 Square feet per ton: 278.133 gg MOM Total heating required with outside air: 43,899 Btuh 43.899 MBH Total sensible gain: 30,298 Btuh 90 % Total latent gain: 3,290 Btuh 10 % Total cooling required with outside air: 33,588 Btuh 2.799 Tons (based on sensible + latent) 3.279 Tons (based on 77% sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 0,F FLORIDA, COUNTY 0- DADE what this is a irull-jo•pY ®i the crlginaifi;34 in whiff f ollice or ��j , d�� A 0 i 9 —d and Od'k ai S-L — L��ai��'E`b ®d enei •ion fyuo'oaarCc By NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA COUNTY OF DADE TAXFOLIONO. 3I99' D,90 'o'6R329999 1996 JUL 26 13.108 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: I o IQ & I . E . k p 2, ar A I P-rti A. 1":i> VAQL6Q, PL 13D f SK 2. Description of improvement: 3. Owner(s) name and address: Q G�O VAUsmejl l o 2, -75T nn s(N VA Wno Iz g--r, a l Interest in property: ("1 \T A 4 5zy Name and address of fee simple titleholder: 4. Contractor's name and address: C t `4I:—:-I YLi t L, l rl 9 510 n %_4=1 t• A-0 � m e al �_ Ll 6' 1 S. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served . as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: & In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro- vided 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 in specified) Print Owner's Name it 19RF',,r�/ &i`- 1S7-1-7!0 Sworn to and subscribed before me thisa`a- day of�419-L-- Notary Public `�- Print Notary's Name My Commission Exp r.4T Pl,M -112 7M4 PAGE3 it `'�'i � C 7Ndi`,SiSvIC�; �1aPi°gE.;q+y�v ..l P .� •r,.' G✓ P fib' � 9 Pl r q'd:' �4i H 1W---I MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No...''' rla Date _ ?- Application is hereby made for' the approval of the deterred statement of the plans and specificaticn►s herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shales Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miand Shares Village and all rules and regulations of the Building Division of Miami Shores Village shall be comp with. whether herein specified not. A copy of-approved plans and specifications must be kept at building during progress of work. nn l / �� Owner's Name and Address .:.. i:� 4.1 ._.. No ` 6 6 Street ��� / a � .:1... � ,' ne« _ ............... _._... __ .._ .._ .._ .... _ . Registered Architect and/or E' Plumbs s Aieiaaop!ftiA- ° c�Wan c �a D10 JA ric/ ..,.a,l.e.. ..E2.9-- it—l��...�.., tR ��- Location old Legal besr.tiption Lot_ Block Subdivision— Street and Number where %*Ik is to be performer —N Str ` 1. 03~ State work to b0 and Of By Floors.... __� ..0 .. : « ............... .... «............_.. . performe8 purpose _`.�O � I � New Building ___......... Remodeling ... Addition_..__ _ -.. Repah%___J, �......._. No. of stories .................. Sim Septic T Type of Tan3c ..__ ........_.._.._.._Capacity Feet of Drain Tile--- mss' Feet of Tank or Drain Field from Well..._ Nature of Water Supply: City —Well. _Size of Soakage ---.--._._- OF- r v a, .. - .....rr] rY_ Amount of Permit The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen n s Compensation Act. being Section 5988. Compiled General Laws of Florida Permanent Supplement, and hex con- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors a loyed by him in the wor& to be performed under this permit; and will post or cause to be posted for inspection on the site . the work ch ubile notice or notices as am required by tk a Act. The undersigned agrees to employ only such sub - contractors, on to pert this pert7it, as are licensed by Miami Share Village. r Master Phan STATE OF FLORIDA, ( a& COUNTY OF DADE. s Before me, the undersigned authority, a notary public, duly audwrized to administer oaths and take ac]mowledgmenun. personally appeared tome well known, and who, being by me first duly sworn, upon oathdaposea and says that he is the_ - -_ _ -- of the above described construction, that he has carefully mead the regaing application, and that he did sign the some, and that all faits therein by him stated are true. MY C 011111 sign ElrpirM Notary PuW1% State of Fladds NOTE: A re- inspection fee of $1.00 will be made when auai swiupaottan is made'aaoassa 3 by I z , v r notice Sw ldpaetfoe. or faokr materials and /or worlrmanabip. CLOatra BATH Tuns LAVA- LAVA• ToRsq SINKS SLOP SINKS LAUNDRY TYSS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOYNT'N6 TOTAL FIIITURse COMB. LIST CHLCX SPRKLR. SYSTtM SWIN'O POOL f �' SLPTIC TANK SaWLR CONN. DRAIN FIZLO SOAKAG[ PIT GRrASC TRAP SOLAR HICAT[R Dare WALL CoNrR. LIST .� -- CHtCK Sim Septic T Type of Tan3c ..__ ........_.._.._.._Capacity Feet of Drain Tile--- mss' Feet of Tank or Drain Field from Well..._ Nature of Water Supply: City —Well. _Size of Soakage ---.--._._- OF- r v a, .. - .....rr] rY_ Amount of Permit The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen n s Compensation Act. being Section 5988. Compiled General Laws of Florida Permanent Supplement, and hex con- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors a loyed by him in the wor& to be performed under this permit; and will post or cause to be posted for inspection on the site . the work ch ubile notice or notices as am required by tk a Act. The undersigned agrees to employ only such sub - contractors, on to pert this pert7it, as are licensed by Miami Share Village. r Master Phan STATE OF FLORIDA, ( a& COUNTY OF DADE. s Before me, the undersigned authority, a notary public, duly audwrized to administer oaths and take ac]mowledgmenun. personally appeared tome well known, and who, being by me first duly sworn, upon oathdaposea and says that he is the_ - -_ _ -- of the above described construction, that he has carefully mead the regaing application, and that he did sign the some, and that all faits therein by him stated are true. MY C 011111 sign ElrpirM Notary PuW1% State of Fladds NOTE: A re- inspection fee of $1.00 will be made when auai swiupaottan is made'aaoassa 3 by I z , v r notice Sw ldpaetfoe. or faokr materials and /or worlrmanabip. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 1 �-v /3 /73o � 119 APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or ine plans and specifications herewith submitted for the build • ing or other structure. herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the iiuildit)q Division of Miami Shores Village shall be complied with, whether herein specified or M. A copy of approved plans and specifications must be kept at buildin; during p%gress of the work. Wv Date. 3, 1A I ®t e� Owners ramp and Add css .�15 . ®i re�c�_ „ »», ... »... »� No......�.�..�«. Street... l..Li.»... »�T../. ...... Registered Architect and/or hnglncer.... ..... ».... .. �. «...» ...... ......... t•••••«•» mr+ r•«. ti+. ..n:,rnrrnrenrr. :�rres�remve.r................. •••• •••••• Name and address of licensed eontroctor.. ?c?!2 Location and legal description of lot to be built on: Lot.. ......... _ ..... » . ». Subdivision._ » . .........._"``�' ...._................» .»..........» _.. Street and Number where work is to be done...»._ LJL_e ..�! F % E_; r State work to be done and purpose of building (by floors). ...1» :»'9.e'.= •.�?...1• .�� �.. .. ....».. ........................ .......:...... ._....._.. .. ..... »... .................... ....... »..». »» . »» O ...and for no other purpose— New Building ............................. Remodeling................. » Addition ......................... Repairi2CAu No. of Stories............. To-be constructed of ......................... land of foundation .....»»..... »............., ............_..........._ Roof Estimated Total cost of improvements .t...._'.»_ _».....»...».A,mount of Permit $►. »»».»» ».»».«. »..........._ » ». 33iVZ Zonecubage required ....... ............................... ... » »...._.» ..»..Plan Cubage ......... .......... ...»....... « »............... . . , ................... Distance -to next nearest building ............ .................. ». » ».»... - Size of Building Lot...... ...»»..._...»._..»....»_... .... »,...............,,.. ».,.._ Maximum live load to be borne by each floor ..................................».......... ........................».. »... .....,..» ........... . ..... _ ........................ .... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent ............ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Florida Workmen's Compensation Act, being Section SJGB, Compiled General Laws of Florida. Permanent Sti y- 0enten and has complied ssith the previsions thereof, and will require similar compliance from all ntracton or sub- tractors employec4 -by hi in the work to be performed under this permit; and will post or cause to be posted for ect on the site of he *or such trtilir noti or notices as are required by the Act. The undersigned agrees to employ only such tra oa k rme Wrder permit, as are licensed by Miami Shores Village. Remarks-1 ._» ..i (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. .Before me, the undersignedy authority, a peered �!?- .. �� L!a t'..?.pi�:. ✓. C�' C� C5 '42c o0.0, ® 63 -2' authorized to administer oaths and take acknowledgments. personally ap- ».__ ..._ »..._...... _.. _» _..._ .............�... W ............:.....» ....».._...» »..to me well known, and who, being by me first duly sworn, upon oath Aeposes and says that he is the�ii' �'.sn.. � Y G� ......:.......,... »..» of the above described construction, that he has f y read the foregoing application, and that did sign the salmi, and that all facts therein by him tat are true... n Permit No.. ... ...... Date. »..El ..... 114K. Sworn to and Subscribed before m Disapproved Date.... ». ..... .. ... ,.. i' Notary Public. W "STATE OF FLOR I l)A AT IARt"si (Stgned) ..» .... »........» .......» ... »........... ».......»..». Building Inspector My Commission Expires.— AX BONDED HN I Gc^! . PLANNING BOARD ».».._ .......................».....:. ...DATE Chairman.. . .. ...................... »..»...»» .... »................»....». Member ..»...».. » »...... ».. »... ........ ....»..»......._., »...»........ » .. .Member ....... .__ »_.. ».. . ».»» ._..»»... Member .._ ._»»».. _»»»... »»»»..».._.. »».. ».._ »... »... » ».... ».... Member................» »»»...».» »... ». »..» ..._ »»._.» ....._ »...... Member _»»»»........ ...._..».. »�..._ ... _.....»— ....... Council Approved ..... »I .» .:....:...........:.. ...._.... ».._....... ».........» Date Disapproved ..».._..»... »...... .................................. ..... ... ............ Date :U I H: A charge of $1.00 will be Horde for making corrections or changes to this application after approval has been obtained from the Plannir.- liumel. A rc•inspe•rtion fee of $1.00 will be charged when inch minspection is; made necessary by improper notice for inspection or faulty materials and/or worktttpnship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date � _ 9 Owner's Name and Address �l�C"�g No. Street �_ ,: Registered Architect and /or Engineer__-_ —__ Name and address of licensed contractor Location and legal description of lot to be built on: Lot. �s�.__ _ Block Subdivisions Street and Number where work is to be done New Building _____ Remodeling G� Addition Repairs______ __— No. of Stories_____— To be constructed of__ Kind of foundation Roof Covering— _ Estimated Total cost of improvements Amount of Permit $ Zone cubage required plan Cubage _ - -___ — -- _ ------ __ --_-_ Distance to nest nearest building_ Size of Building Lot— Maximum live load to be borne by each I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to — — -- - - - -_- _ _ The undersigned a plicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Flo�da Workmen's Compensation 1%t, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with 1, the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subco3qraictors, on wor]V to be perfo u er permit, as are licensed by Miami Shores Village. Remarks ( Signed) ' STATE OF FLORIDA, COUNTY OF DADE., I ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the__ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date ``!� Read, Sworn to and Subscribed before me. Disapproved Date — 10 7 Notary Public, State of Florida ( Signed) It Building Inspect* = My Commission Expires P ` '�NING BOARD _DATE Chairman __ _ Member Member __— Member Member _ Member Council Approved — nate Disapproved — — __ ------------- __-- _--- __ -__ -- -Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or I MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT %° Permit No ...... •r. ``2-t�...... Date..... ..0 , C 02/ Application is hereby made or the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. for application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shag be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address._ . ............... _.................. ......................... No..,c ....._............ .. ....Street,/ .......... ......... RegisteredArchitect and /or Engineer .................................................................................................................................._............... ._............................. Employing Electrician's Name ....... :�ftL :. ...... .. �`°�.� ......No..'.F%_� �!.....!�:......St .% J``.:... ..... _t.. Locationand Legal Description Lot .............................»..... ............._................. Block........... ............................... Subdivision................ ..................._........... Street and Number where work is to be performed— No...., :...(P. ...................... ......Street State work to be performed and purpose of building (By Floors) .... ektll ?..... -"--�_ ? ' -ac A ..... f2 � r ./ ...............» ............................ NewBudding ............ .................. Remodeling .......... :.................... Addition ....... r .................. Repairs. ............................... - .-.No. of Stories. ................... Service Underground Size Feeders. .._.... .... _..... Conduit. ..............Main Sw. ...................... _ ....... m ps .......................... .Main Fuses. .._...._ ........ » ..... m p s Typeof Installation - ConduiL .......... .. ..... Tubing ........................ B. X .L .................... _ ... Metal Moulding.......... »... ...... ,.... » .. ».... »........ »... Amount' of Permit .$.,.2S ........................ » ...................................» .......................... .......". � $. (signed).... ' The' undersigned applicant for this building permit does hereby certify that he understands and a labor under the Florida Workmen's Compensation Act, being Seckipn 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act.i, The undersigned agrees to employ only such subcontractors, on work to licensed by Miami Shores Village. STATE OF FLORIDA, 1 COUNTY OF DADE. I �" `cep !d�a obligionof o Permanent Spplcedors employed by of the ork such public notice or notices be performed under this permit, as are (Signed) ....... . `..�= �-tc ;j- --` 'Master Electridan. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared .. .... .... .. ... .. ....................... ...............................................................................................»._............».....................»...................... ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ...» .. ............... ...._.. .... ... ... ... ... ..... ..... ....: »_... of'the above described construction, and he has carefully read the foregoing application, and that he did sign the seine, and that all facts therein .by him stated are true. ... ... .My Commission .� ._ ............................... ... .........................Notary ........... lic, State ..Florida.-- ......................._ NOTE: A re- inspecti n fee of $1.00 will be made when such re•inspection is made necessary by improper notice for inspection, or faulty materials acid /or workmaasbip. SWITCH LIGHT PLUG FIXTURES REFina. IRON RANGE RANOE WATER W. HEAT. CE NET 11 STRIP TOTAL OUTLETS OUTLETS OECE'P'T'S No. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER CONTR. LIST CHECK .`.ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOT" SW. CAB. TEMP. PERM. 0.1 HP 1 -5 HP TRANS. CONTR. r LIST CHECK T Service Underground Size Feeders. .._.... .... _..... Conduit. ..............Main Sw. ...................... _ ....... m ps .......................... .Main Fuses. .._...._ ........ » ..... m p s Typeof Installation - ConduiL .......... .. ..... Tubing ........................ B. X .L .................... _ ... Metal Moulding.......... »... ...... ,.... » .. ».... »........ »... Amount' of Permit .$.,.2S ........................ » ...................................» .......................... .......". � $. (signed).... ' The' undersigned applicant for this building permit does hereby certify that he understands and a labor under the Florida Workmen's Compensation Act, being Seckipn 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act.i, The undersigned agrees to employ only such subcontractors, on work to licensed by Miami Shores Village. STATE OF FLORIDA, 1 COUNTY OF DADE. I �" `cep !d�a obligionof o Permanent Spplcedors employed by of the ork such public notice or notices be performed under this permit, as are (Signed) ....... . `..�= �-tc ;j- --` 'Master Electridan. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared .. .... .... .. ... .. ....................... ...............................................................................................»._............».....................»...................... ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ...» .. ............... ...._.. .... ... ... ... ... ..... ..... ....: »_... of'the above described construction, and he has carefully read the foregoing application, and that he did sign the seine, and that all facts therein .by him stated are true. ... ... .My Commission .� ._ ............................... ... .........................Notary ........... lic, State ..Florida.-- ......................._ NOTE: A re- inspecti n fee of $1.00 will be made when such re•inspection is made necessary by improper notice for inspection, or faulty materials acid /or workmaasbip. MIAMI SHORES VILLAGE PLUMBINO INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.. _ f � s ? -/ -_7 Application Application is hereby made for the approval of the detailed statement of the plans and specificntiow herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shares Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shaves Village and all rules and regulations of the Building Division of Miami Shores Village shall be eamplied with, whether herein qpdfied or not. A copy of approved pleas and specifications must be kept at building during progress of work. Ownes Name and Address. r 11 LZ S r ( -E L iA R 6'c-- V- No G Street /z> 3 Registered Architect and/or Plumli� . s Nun. / G Location and Legal Description Lot Mockn Street and Number where work is to be State work to be perfmia and purpose of building (By New Building Remodeling....__ Addltka _... ' . No. of Stor[p........_._......... Size Septic Tanti Type of Talk____ _..._.._Capacity Feet of Drain Tile D1sL Feet of Tank or Drain Field from Well__ _. Nature of Water Supplys City WeIL c +� of Soakage ft-- Amount of Permit ...._ . _.._ r--- ... _ I ...__. inspector. - The undersigned applicant for this building permit does hereby certify that he understands and accepts hh,96ligations as an employer of labor under the Florida Worlanen a Compensation Act, being Section 8988, Compiled General Laws of Florida Pefianeut Supplement, and lull com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection an the site of tie work Each public notice or notices as are required by the Act. The undersigned agrees to employ one such sub- ombsomm on to be ormed this permit, as are licensed by Miami Shares Vdlaga � Nkster Plumber. STATE OF FLORIDA, COUNTY OF DADE. j Before me, the underdped authority. a notary public, duly audlorimd to administer oaths and take aclnwwledgoeats, personally appeared to me well Imown, and who, being by me first tidy sworn, upon oath an. says that he is of the above described conslructioe0. that he has carefull,► urea theregsiag apphiatloq, and that he did rign the rams, and that all iocb therein by him stated are erne. My coa4mbsion Notary Pddio, State of Florida materials Et rrilwadm i>fEa of $100 will, be reads whey M& s�inpeod0b b maile'aa essery by notice hw or hww CLOSETS BATH Tuns SHOWERS LAVA. TORIES SINKS SLOP LAUNDRY SINKS TUBn 11R111ALS CATCH BASIN FLOOR DRAIN 0"INKING FOUNT'NS TOTAL FIXTURES Con IM. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE' TRAP SOLAR DEEP HEATER WELL SPRKLR• SYSTEM SWIM'G POOL ' CONTR. LIST CHECK Size Septic Tanti Type of Talk____ _..._.._Capacity Feet of Drain Tile D1sL Feet of Tank or Drain Field from Well__ _. Nature of Water Supplys City WeIL c +� of Soakage ft-- Amount of Permit ...._ . _.._ r--- ... _ I ...__. inspector. - The undersigned applicant for this building permit does hereby certify that he understands and accepts hh,96ligations as an employer of labor under the Florida Worlanen a Compensation Act, being Section 8988, Compiled General Laws of Florida Pefianeut Supplement, and lull com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection an the site of tie work Each public notice or notices as are required by the Act. The undersigned agrees to employ one such sub- ombsomm on to be ormed this permit, as are licensed by Miami Shares Vdlaga � Nkster Plumber. STATE OF FLORIDA, COUNTY OF DADE. j Before me, the underdped authority. a notary public, duly audlorimd to administer oaths and take aclnwwledgoeats, personally appeared to me well Imown, and who, being by me first tidy sworn, upon oath an. says that he is of the above described conslructioe0. that he has carefull,► urea theregsiag apphiatloq, and that he did rign the rams, and that all iocb therein by him stated are erne. My coa4mbsion Notary Pddio, State of Florida materials Et rrilwadm i>fEa of $100 will, be reads whey M& s�inpeod0b b maile'aa essery by notice hw or hww r- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby, made for the awroyal of the detailed statement of the plans and specifications- herewith submitted for the build- ing r or structure bed. T is application is made in Compliance and conformity with the Build Shores V%Ordhiance of Miami S Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Sho3 go and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and qpecifications must be kept at building during progress of the work. Date 19--.- X Owner's Name and Addross.... ------- No./_A-r_-JC-__. Registered Architect and/or Engineer__ ....... . .. . .. . . .. . ......------- •-- ......._. Name and address of licensed contractor.. 77--- Location and legal description of lot to be built on: Lot- __ Block.._._------ - - - - -- . ____ Subdivision_ Street and Number where work is to be done Ile A State work to be done and purpose of building (by fie —.-and for no other purpose. New Building—__ Remodeling_____--- - -. - -- - ___ Addition-..------------ Repairs___JY__._ No. of Stories._._....___._..._. -._ To be constructed of------- Kind of foundation®_ Estimated Total cod of improvements �____Amount of Permit Zone cubage required.__ Plan Cubage—_ Distance to next nearest :building_.— _-_._____- ------ -- --- --- _._._.. —Size of Building Maximum live load to be borne by each floor--- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ The undersi d licant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under CAZZ Workmen's Compensation Act, being Section 5966, Compiled General Lem of Florida, Permanent Supplement, sat on and has complied with the provisions thereof, will require similar compliance from all con or sub-contractors ed by him sub - contractors emp' in the work to be performed under this permit; and will post or cause to be posted for the site of the or notices as are required by the Act. The undersigned agrees to employ only such so on work �t�g ed der this as are licensed by Miami Shores Village. Remarks (Signed) --- - - - - -- STATE OF FLORIDA, COUNTY OF DADE. I as. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aciniowledgments,* personally ap- peared ----- - - - - -- ---- to me well known, and who, �:W by me first duly sworn, upon oath deposes and says that he is the- .-------------- _._._.. . . . ....... of the above Iscribed construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No- Read, Sworn to and Subscribed before me. Disapproved Di(t6-- -- - - - ------------- — ---------- Notary Public, State of Florida (Signed) -------- - - -- Building My Commission 1";CANNING BOARD------ - - - - -- ________DATE Chairman Member — ------- - ----- - Member ------ Member — — ------- - --------- — - --------- - Member ---- - ---- member — ------ Council Approved—__- ___ - ---------- Disapproved - ---------- - -- ---- ----------------- ___ .... . .. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-' . fee of $1.00 will he charged when such re-inspection is made necessary by improper notice for inspe�!ion or faulty materials an /or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT permit No � ................ Date......... ' .r ............................. Application is hereby made for the approval of the detailed statement of the plane and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address., ... ...... ............................No. � .....1�..... ............. ..................Street./Jl ".. RegisteredArchitect and /or Engineer ..... » .................................................................---......................................................................_.... ............................... ..:6iameet..4�./.�p.. °L_ Employing Electrician's Name........ M- ....... ............... . .... ..._............. o. ..--- ..%4....%.�.�.._. .................. .. Locationand Legal Description Lot ........ ............................... ....................... Block ............................ ..............Subdivision ...., ..........._............ ......... . ...... . ...,.. Street and Number where work is to be performed— No... / W .. _.. .'. ............................»....»----_....»...... Streek.✓ .#. State work to be performed and purpose of building (By Floors) ....... Ae5MIe:.: ... �r% �� :.............................................».... ............................... New Building ............. ..........:....... Remodeling .............................. Addition. - .............. Repairs. ....... ............................No. of Stories .............. Service Overheaound Size Feeders ............. » ..... Conduit _.............. Main Sw .............................. Amps.......................... Main Fuses. ... __ ............. _....Amps Type of Installation — Conduit ... ....... ........... Tubing ........................ B. X .L ......................... Metal Moulding.. »..... ».....» ............................ ».. ......... . ...:. ............................... »._...........................»............................................... ............................... ; ............... . .. ^. ........ ... _ �9» .1........ _ ..... ........... 4cXI /N. elAmount of Permit $. e...`.... ...................................... ............................... ( Signed) ......... .................... Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accep s obligations as an employer of labor under the Florida Workmen's Compensation Act, being Sectipn 5966, Compiled General Laws of da Permanent Supplement, and has complied with the pro�ons thereof, and will require similar compliance from all contractors or a contractors employed by him in the work to .be performed unde this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed)... .... ...:....... ........... ». »R ..... »...................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared............_ ................... » ...... ... ....... ... ... _ .................... .. ........................... .. ...... » ...... .. .......... »... ...... _ ... .. .... .... .............. ........ ....... ».... ... ». ......... ................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .............................. ............._........... of the above described Construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ..... » Commission Expires ................... »........... My NOTE: A re- inspection fee of $1.00 will be made when materials and /or workmanship. ... .........................Notary Public, $fate of.Florid....... ».... ».._......... . such re-inspection is made necessary by improper notice for inspection, or faulty SWITCH LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. $PACE STRIP TOTAL OUTLETS OUTLETS AZCE'P'T'S NO. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. H TER HEATER CONTR. LIST CHECK . .ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON. RAo10 TOTAL, SW. CAB. TEMP. PERM. 0-1 HP 1.8 HP TRANS. LIST X, C7r:� Service Overheaound Size Feeders ............. » ..... Conduit _.............. Main Sw .............................. Amps.......................... Main Fuses. ... __ ............. _....Amps Type of Installation — Conduit ... ....... ........... Tubing ........................ B. X .L ......................... Metal Moulding.. »..... ».....» ............................ ».. ......... . ...:. ............................... »._...........................»............................................... ............................... ; ............... . .. ^. ........ ... _ �9» .1........ _ ..... ........... 4cXI /N. elAmount of Permit $. e...`.... ...................................... ............................... ( Signed) ......... .................... Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accep s obligations as an employer of labor under the Florida Workmen's Compensation Act, being Sectipn 5966, Compiled General Laws of da Permanent Supplement, and has complied with the pro�ons thereof, and will require similar compliance from all contractors or a contractors employed by him in the work to .be performed unde this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed)... .... ...:....... ........... ». »R ..... »...................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared............_ ................... » ...... ... ....... ... ... _ .................... .. ........................... .. ...... » ...... .. .......... »... ...... _ ... .. .... .... .............. ........ ....... ».... ... ». ......... ................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .............................. ............._........... of the above described Construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ..... » Commission Expires ................... »........... My NOTE: A re- inspection fee of $1.00 will be made when materials and /or workmanship. ... .........................Notary Public, $fate of.Florid....... ».... ».._......... . such re-inspection is made necessary by improper notice for inspection, or faulty � a MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT JUL 3 0 1962 Application is Hereby made or the approval of the detailed statement of the plans and specifigattoas herewith submitted for the building or: other structure herein described. 719s application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. OwaWs Name and Registered Architect andh Employing Plumber -s Yvan Street and Number where No. 166 NE l0�tree .__. _._._...... T.ar Block __ W`1y�� Sh ore a r #1 is to be �_Nc 166 NE 103 St Street . — �1t91 State work to be performed and purpose of building (By Fk =)well 2 P 1ma J do spr s ys t em _ - -- New .Building._ ---_ _ IIO_'.. _ -- Remodeling Addition ._ .. _ _, _.. Repairs _ . _..._.___. _ No. of Stories - -- -- - - -- - - - -- -_ -- � T Type of 'yank _.._...,_- Capacity Size Septic ______._ Feet of Drain Tile - Dist. Feet of Tank or Drain Field from Well__ — .. 50, —._ - - ------- :__ Natore of Water Supply: City well. _Size of Soakage Pit .. _ .._ ..__. no new well vie Amer icon- Improvementa m Amount of Permit $ 55 The undersigned applicant for this building permit does hereby certify that he understands and accepts his I tions as an employer of labor under the Florida Workmen's Compensation Act, being Section 5M. Compiled General Laws of Florida P ent Supplement, and has com- plied with the provisions thereof, and will require slmilal compliance from all contractors or sub - rentract mployed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of a such public notice or notices as . are by " Act The undersigned agrees to employ only such sub -con on to performed under this permit, as are licansa by Ming Shores village. s1 , STATE OF FL )RMA, COUNTY OF DADE. W Vr a ys on WELL D Before me, the undersigned authority, a notary public. duly an6orized to administer oaths and take aclmowh dgments, personally appeared to me well known, and who, being by me first duly sworn, upon'oeth deposes and. says that he is the - -- -- - - of flee above described coon. that he has carefully read the regadng application, and that be did sign the �Ime, and that all :facts thetma by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re• on fee of $1.00 will be made when suc t re- iaspectim is made-necessary by improper notice for inspection, or faulty dials audio wor CLOSETS BATH TUBS SHOWERS LAVA- Tonic8 SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH 13"IN FLOOR DRAIN DRINKING FOUNT'Ns well p TOTAL FIXTURES • Z R LIST CHSOK SEPTIC SEWER DRAIN SOAKAGE GREASE' SOLAR DEEP SPRKLR. SWIM'G . TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL COMM' L CHECK � T Type of 'yank _.._...,_- Capacity Size Septic ______._ Feet of Drain Tile - Dist. Feet of Tank or Drain Field from Well__ — .. 50, —._ - - ------- :__ Natore of Water Supply: City well. _Size of Soakage Pit .. _ .._ ..__. no new well vie Amer icon- Improvementa m Amount of Permit $ 55 The undersigned applicant for this building permit does hereby certify that he understands and accepts his I tions as an employer of labor under the Florida Workmen's Compensation Act, being Section 5M. Compiled General Laws of Florida P ent Supplement, and has com- plied with the provisions thereof, and will require slmilal compliance from all contractors or sub - rentract mployed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of a such public notice or notices as . are by " Act The undersigned agrees to employ only such sub -con on to performed under this permit, as are licansa by Ming Shores village. s1 , STATE OF FL )RMA, COUNTY OF DADE. W Vr a ys on WELL D Before me, the undersigned authority, a notary public. duly an6orized to administer oaths and take aclmowh dgments, personally appeared to me well known, and who, being by me first duly sworn, upon'oeth deposes and. says that he is the - -- -- - - of flee above described coon. that he has carefully read the regadng application, and that be did sign the �Ime, and that all :facts thetma by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re• on fee of $1.00 will be made when suc t re- iaspectim is made-necessary by improper notice for inspection, or faulty dials audio wor r. ex /, `arc r4v0" c 0 .1 re ro'Spi VAI'o COW40. cO'lve't c mod` 10'4ie 74 /1 c'v ^pro 1, %,.r 304 f%r'lcONN�,r�t c � ° J 115 1 t Fw1 F�a ko" sfrR GAIlle Scked Er�3c�° 1 6iv/ Form A. von a.0x / ; y -140.1. CFM 1 gF� i FAv itrorY1 $ "X r' `` !3 At�s ail '�x 6 �� ♦ • (�i►�� F!e X q t C'W yrs f At -At, if " /. dl '*y b'F�ex /llot�5 n rA sls � r a sr w.� b r' /f .%1. / 9 3 ., � �l `J�(�st•rl{� )' A 6�►wl��'•O�TI ' �O NA'?�� w '�l .b t to e r fore ov o'f/ r1W,&. e Fie x A e **rol'e'ovvflMe w,,!! 6e pl *ee d ecy ov, crnnev)e. l r 6 4w4' boli't4f cla, u/ov wit-ti At Me tro-vo Vy CFM $ �.,�•�.al W i# R- C -Chew 6 .q•9 VeA WW t f.% Af FkX .4 1a A oovd /t Jq W t7l 6 e r^ tv se nr;d-ev( apor q s ti4e6/A* wo ;q d rV$f -* 6 I M a 1��/ 5 t -14d. l/ f Neff* Ao 1.:ove /v s" �'-F y .motif` 44 we Fk CF*" SEEN ' „.. _♦ ,,�•'.�y� j/' �S ��+� tt�f %� Coe -Dot wry/ -4ovN "WIRV Wei e eo -Pe'. .. Flex SCALE: ♦ APPROVED BY: DRAWN r "FJe � Fart �4c - twow t c ov vfrct drost tas F,ei` �5D cFM C. V IF4eA Rte+ A t th_u owl; I=Aplf p0itLh N NAF !� i 1 9.74' ' DATE: 7 a �L REVISED �w ..' k- C d N f AtR6 riFi�R• ' 4e 9 RV 'WI E- 15 s� �/e r _.:,.1 �.",., .�. �': ': ,y . <� x �. L��.. and ..:.x1 'cam. � .$"�s3 :i.�il►� "�a �' /llot�5 rA sls � r a sr w.� b r' /f .%1. / 9 3 ., � �l `J�(�st•rl{� )' A 6�►wl��'•O�TI ' �O NA'?�� w '�l .b t to e r fore ov o'f/ r1W,&. e A a /o w 7--he- 9 q l�•�•v�se°•tt , A e **rol'e'ovvflMe w,,!! 6e pl *ee d ecy ov, crnnev)e. l r 6 4w4' boli't4f cla, u/ov wit-ti At Me tro-vo Vy c00►W.y.f .4-t c ®'q'vt'v s'- QKrtw#,e e ol/,f jrS' o1we it — $ �.,�•�.al W i# R- C -Chew 6 .q•9 VeA WW t f.% c, yt .4 1a A oovd /t Jq W t7l 6 e r^ tv se nr;d-ev( apor q s ti4e6/A* wo ;q d rV$f -* 6 I M a 1��/ 5 t -14d. l/ f Neff* Ao 1.:ove /v s" �'-F y .motif` 44 we SEEN ' „.. _♦ ,,�•'.�y� j/' �S ��+� tt�f %� Coe -Dot wry/ -4ovN "WIRV Wei e eo -Pe'. .. SCALE: ♦ APPROVED BY: DRAWN r !� i 1 9.74' ' DATE: 7 a �L REVISED �w ..' k- C d N f AtR6 riFi�R• ' 4e 9 RV 'WI E- 15 s� �/e r _.:,.1 �.",., .�. �': ': ,y . <� x �. L��.. and ..:.x1 'cam. � .$"�s3 :i.�il►� "�a �' ' ' ^. " ^~ `7v1 lo , . . ^ i-." S iF R v t c- e'er ' a e'Q a50 COW 757- 1730 ALL CoNDucTejRS SIZED To CA&ay L oA 'b, C'ALCvLaTEA ?le>rc o9,10 OF-%) Roo i: IiEt 6,14 r As oJE Rao1� - Mid Wah MRX 3g ->a � (a Bra -IF Mig Rist-4 a"- 'Ri&,D /,'Mc �sCLrEArt����s a DRIP )-DOPS aZ3o- Sq N ♦ T)40ty TRIF Roor SEE C�NU��r sre a 11506.1(f) 1nIIR�' 3#. a ( sFeC 3)Io7.9 Cr-oc R�r jr I ped.-T etaTIo N SEAL -) Aic Rbrtm&. (116 -9) ,T?4e.0 RaaF A> YFS B)AO PG-r To c,=Y►rd-rt o-C r"GrEn. (FPL) e,7-10(01 1,4 /, /, tr d it" - e /v /. �-i !o r L/ L(� F xr.Str��c I ' � I ElM•4 rte/ aooq ac �--- OurS, chr b i S G o K III se-r rt N y do f��-. I S a G �s, I (A) /O IKr��Fr vJrtis�v' �P� Lac A B �a . �� a�NO �e�s�,N9g ago -yard) (33 FPL IiFduittts'Marbrt S:C ' A&%,c. 61t4AW ("M eeW'rC*. Of r Aron. 3#- ab x o?oo .A,,p 3 Igo ,ar.•p �r /do A--r^p 4 rl A�1a . A ) rusirs 3) borenk61%, C) •�,sr' PANeL- ae�d ; d Cw0 . G Q o ulj D,wq CoIJ A aJra ...4. G Ito uMb'tO& rLEcrRoD9' dS'1 -91-t WISO-95 'BOAW - fl ELCd If Rd AS 3 -fly 3 - ion a '3V°Ic 1< 4 Rr-' Hw s f P d 116 /V F 103 S i �4 r°r7- �-Lo D.ett z t c , - , Card H el," f F/ tit e C® 1^ A DRAWING NUMU s S IFR V I C. ff- - -- ee 0230 C' C, T,r �► ;�� ; s� ��P 33/301 kart 7 57 7730 ALL COMDucTgRS SIZED ro CAMZy LoAlo, CALCULATEA ?EIC 01010 T*A%) RocF 0EIGI4r AeodE Ro oir - Mid axto" MR-i :39 of � d -A 0 690 -S a DRIP cps a30- 5q(e) �� • T140ty VO' Roof SEE CaNUv�r ► S1' ©C 1{S0(.l (f> N6Ga3a -�18 ( S FBC- 3407.9 Cr-Oc fimlr PLJI t'rRAT�o N SEAS -) .774AU RoaF a> YFS a)ao Aye •RtArjPaG do re- - LW 96-r To CedrirrZ o-Q Murew. A mPS I (APL) S' Tv l C ar-^piy v)%X a56-11A Cad ic0b 1RUSA,N9 S dSO- V(d) a Cad FOOL qR F a u l t ers M aneft S! ea vc. Gx flair ('ra CeNTkv. of me-art. d— ours � cl E D� s G a K �l rGT S 13 C. #5061 M A Ili • A) liv s d -s 133 Bife4kwc, C) ,013T- PAN6t- Berl 7-9i •� o ut, CoN D o?50 - 1� 1,.- ; . I.. 4.. GitouNlb-N& Jr-LEcrRoD6' dS6 -81- J50 -95 Add- �t d .4 ;to SS I A*JS 4 r *Q C9941ditt'vAl", . /G H foe N,77-5, F xi.�'t «r9 /�l'"4 �•Y aoo9 O C-1 D . I 0 .4 GN 6,te"FAcra P, 0/4".7 a -3vO U w / or �kP? cl�i "t k'l Ate7 HuStir /Zr-5f'Ci°17rr7' 46 -*YE- / m 3 .5' i A r-ri' Al I "tom!• ShoAzt-S , F.-. 3313d- Edo, Helisijr l e c tR i s l'O E; I ecf2 c "c R- f 7 9.5 0 ,eKF. S =' * vr. CmNt�ftCfO'2 ViAh MIAMI SHORES VILIAGE, FLA. —y--- .&PPLICATION FOR SEPTIC TANK PERMIT DIVISION OF PLU1BING INSPLCTION Date: . I !�? Z 't Z I herewith submit the follo�liing app atior a permit covering the installation of a Septic Tank j`;"'�: Soakage Pit: Relaying: New: Feet of drain tile: Installed by:-.. Address: <Z. (NEW: Old: Story: ! Addition: Remodeled: For a (Store: Garage: Apt: Hotel: Office Bldg. (Res: Garage wash floor: iRste water from a: Building has: Stores; Offices; Bedrums Owner or Agent. Lot No.fo Block No. SUE Address of work: Apts; Hotel Rms; Address: IVISION No. of Plumbing Fixtures: Laundry Tubs: Floor Drains: Nature of water supply: Ci ��r: `Jie11 :. Feet Distant from all wells,_ Type of gallons: ,e. " �, Size of Soakage Pit: tank installed:; Tank capacity in Additional information: Purpose of same: Ready for Inspection: Date: Time: APPROVED BY: CONDEMNED BY: Remarks: PERMIT NO. i i Q\ -fit BUILDING PERMIT RECORD MIAMI SHORES VILLAGE FLORIDA ``• DATE APPLICATION Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in com- pliance and conformation with the Building Ordinance of the Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all Ordinances of Miami Shores Village, and all rules and regulations of the building Department of Miami Shores Village, shall be complied with, whether specified or not. OWNER ARCHITECT -- - CONTRACTOR` �SUBDIVISION LOT K BLK.,; STREET NEi'd 1-''ADDITION REPAIRS NUMBER OF STORIES / ROO TOTAL COST Building to be used for' �.- ' - and no other use. I hereby submit all the plans and specifications for said building. /; 1'"'✓ ,j STATE OF FLORIDA) COUNTY OF DADE ) Before me, the undersigned au t rity, a notary public, duly authorized to administe ca ._._ tak ac owledgroRt, personally appeared �i ��i',i to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the builder of the above described construction, that he has read the foregoing application, and th t he did sign the same, and that facts stated by him are t e aad, Sworn and Subscribed before me, Notary Public (Signed) �-r-► Ua al L131 9r, My Commission exk�� ssion Expires Feb. 20, 1940 Cubic Feet Cubic Feet .r= quired in Chai T ecretary ilding Inspector. rmit No. Issued to PLi�NNING BOARD i ' 33' ---- -- — --� fl.ectrical Permit No., Plumbing g� it No, LIST OF SUB- CONTRA.C`I'ORS Painting Plastering Lathing Electrical Mason & Concrete Plumbing _ Roofing Glazing Tile Miscellaneous OF y, OTT.. APPLICATION DATE / 2 193 * ELECTRICAL DEPARTMENT OF THE CITY OF MIAMI 4 4' Desiring your certificate of Approval, application is hereby made for an inspection of the electric installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electrical Code and the City Ordinance pointed out by In- spector. LOCATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED OR APPLICATION r WILL BE RETURNED. /� y LOT NUMBER // BLOCK NUMBER / '_t) ' SUBDIVISION STREET AND NUMBER / �� - +9 /+ ter 1/ '^'"L SIDE ✓J -f" OWNER--- ®R!L/1'1 /L� � b �f,.: -" . ' OCCUPANT 'A�- 2..Y .•i.,^�,, -'L. .-� 1 OCCUPIED AS BUILDING- -NEW OR OLD (UNDERLINE WHICH) WORK -- ADDITIONAL, HEW, ALTERATION OR REPAIR SPECIFICATIONS H. P. OF EACH MOTOR VOLTS- TOTAL AMPS PHASE CEILING BRACKETS I RECEPTACLES I SWITCHES I STOVES WATER HEATERSI SIGNS ( OTHER APPARATUS KIND OF INSTALLATION OPEN OR CONCEALED KNOB. RX., BX.. MLDG., CONDUIT, METALLIC TUBIN2e Fi BASEM FIRST SECON THIRD FOURT .00RS PIICIUKCD uNLT NUMBER OF TOTAL OUTLETS SIZE OF SIZE SERVICE CONDUIT No. CIRCUITS LIGHTS CEILING BRACKETS MAIN SUBS BRANCHES ENT D i H REMARKS MASTER ELECTRICIAN -+� : ' s' _rte LPL I - �i2er L+j d INSPECTION WANTED BY -ADDRESS /� i 41) SPACE BELOW FOR INSPECTOR'S USE ONLY RECEIVED BY INSPECTOR INSPECTED PROGRESS WILL INSPECT AGAIN ROUGH WIRING FINAL No. CORRECTED TEMPORARY DAYS. DATE ISSUED i FEE REMITTED INSPECTOR 4 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyai of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date-- - - - - -- -Aug -C- 24 - - - --- ----------- - - - - -- --------- - - - - -- 19 -- 6Z Owner's Name and Address._. -- -Mrs.- Olivette --- Johmmia--------- - --- --- ------------ - - - - -- No._166 --------- Street. N+�_'_+_,.._3.03_rd__;5treet RegisteredArchitect and /or Engineer. - -- - -- --------------- -- ------- ----- ---- -- -- -- - --------- --------------------------- ----------- ----- ---- ---- ---- ----- --- - -- - -- ---- --- -- ---- - -- - - - - - -- Name and address of licensed contractor_.._. --- Oa_k .- E?te?'m __._960 N.W. 27th Ave.. Miami. Location and legal description of lot to be �uilt on: Lot- -- --------- - - -- -- - -- ---- --- ---- - - -- - -- - Block- - -- - --- -------- ! Subdivision ------------- --------------------------------------------------- -- -- ------------ •-- ----- - - - - - -- ------_-------- Street and Number where work is to be done_______ .....__N_.E.--- 103rd__3_ tr_e_e i, ___ t#Al _►�2h4TeS_s__F1Q �,t --------- _---------------- State work to be done and purpose of building (by floors) -------- y3.011__Tent__Ftmiga.tioYL_JLVi mne._.18._'tio-- _24__ho=_.9._. --------------------------------------------- - - -------------------------------------- 2-t---------------------------------- - - - - -- ---------------------------------------------------- ---------------------------- - - and for no other purpose. New Building -- -- --------- - - - - -- - -- --- - --. Remodeling -------------- _ _.__..__.. Addition ---- --------------- .---- Repairs -------- ----------------- No. of Stories ------ - ------ ....... __._. To be constructed of--- ----- -------------- - - -- -- Kind of foundation--- ------- - - - - -- ----------- ---- ------- -- ---- -- -- -- - - -- Roof Covering.- -------- ---- - -- - -- ----- - - - --- - --- --- -- -- -- �. j Estimated Total cost of improvements $ ---- 235.00 -------------------------- ..__Amount of Permit $-- �-- r--- �- -- ----------- --- -- -- --- - -- - --- - - - -- - --------------- - Zone cubage required ---------------------------------------------- ____ --------------------------- Plan Cubage ----------- --- 23-3000 ---------------------- Distance to next nearest building _----------- . 1?_F_u`t_ __ WeSt,________ _______._Size of Building Lot ------------- _------ -------------------------------------------------------------- Maximumlive load to be borne by each floor- --- ---- -- ----- - - - - -- ----------------------------------------------------------------------------------------------------------------------------------- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performeX under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks-- ----- ---- --_---- -- - - -- -- ------------------ - - - - -- (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared---- - - - - -- ---------- -- - - - - - - ----- - - - - -- -. -------- ..---------- ---- .------ - -- - -- me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ --------------------------------- ..--------------------------------------------------------- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him sued are tru t' r ! - /, ,-- Permit No ...... ��_�______________.___ __. Date._________(.__` Read, Sworn to and Subscribed before me. Disapproved ___..__ Date (Signed) - -- -- -- -- - -- - i Noay Public, State of Florida ��� ' ? : �. ' Buil ing Inspector M Com-m-iss-i-on-E-xpires --- -- --- -- -- --- -- ----- -- PLANNING BOARD-- ---- --- -- - - -- -- ----- -- ---------- - - - - -- -DATE Chairman--------------------- ---- -- ------- ---------- ---- -- --- -------- --- - - - - -- Member -------------------------------------------------------------------------------------------------- Member----------------------------- __ Member ------------------ --------- ----------- --- -- --- - -- -------------------------------------------- Member-- - - ---- --------- ---- __- ------------ -- - -- - -- ------------ -- -- --------- ---- --- --- - -- - -- Member ------------------------- -- ---- -- ---- - - -- ------------------------------------------------- Council Approved_______________ ____ _ ------------------------------------ Date Disapproved ------------- ------------------------------ --------- NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -ins ection fee of $1,00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. r6 , Permit No ------ __ MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMEW' APPLICATION FOR PLUMBING `''4,MIT Date - - Z!'. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami. Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address - - - -1 _ -e _ � — -- ----------- --- - --- No.--/ ��(0 ---- -- ------- -- - - -- Street ----- - Registered Architect and /or E Employing Plumber's Name -_- -- — - - -- --- -- - - - --- - -- - - -- - -- No.._743_.�::---------- Street -- 4... _ .� Location and Legal Description Lot --- - --- `_'- ---------------- - ------ - --- -- -------- -- Block --- -- _ -- - ------------- - - -- -. rp Subdivision ----------------------------------------- . -_•_ Street and Number where work is to be performed-No.---- A- 1' Street .... ._ ---------- ------------------•-_---------------------------------- State work to be performed and purpose of building (By Floors) ------- ---------------- ---- - ----------------------------------------------- .---------------- _ --------- ........................ New Building-------------- ---- -- - - - -- - -- - -- -- Remodeling---------- ---- ------- --- - - - - -- Addition------------- ---- -- - --- Repairs------- ---------- - - - --- No. of Stories - - - -- -- -- -- -- .......... SizeSeptic Tank----------------------- --- ---------- ----------- -- - - - -- -Type of Tank-- ------- -- -- -- ----------------- ---------- --------- -- ---- - - - - -- Capacity Gals.-------------_----------------- Feet of Drain Tile _- �.5...... ---- - ------ -- -Dist. Feet of Tank or Drain Field from Well ------------------------------------- ------------------------ __...__.____---- - - - --r Nature of Water Supply: City-Well ---------- - -------- ------- - ------- ----------- - -- ------- Size of Soakage Pit---- -- - - - - -- Amount of Permit - ------------ - --- - -- -- ------ -- - - -- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supple ent, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by,ym in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) ------ - - - - -- - -- ---- - - - - - -- - -- - - - - -- - - -. - - - -� - - - - -- P- lum - - -- - b - - er. -- - -- -- Master STATE OF FLORIDA, � COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the___________________ _________ __ ____ -_____ _.__.____-------------- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by hirr. stated are true. ----•--- ------- - ----------------- - ---- -- -- ........... ----------- My C;c= s *mission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUBS SHOWERS LAVA- TORIES S INKS SLOP SINKS LAUNDRY TUBS URINALS U CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTR. CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. -__- LIST _ -- CHECK SizeSeptic Tank----------------------- --- ---------- ----------- -- - - - -- -Type of Tank-- ------- -- -- -- ----------------- ---------- --------- -- ---- - - - - -- Capacity Gals.-------------_----------------- Feet of Drain Tile _- �.5...... ---- - ------ -- -Dist. Feet of Tank or Drain Field from Well ------------------------------------- ------------------------ __...__.____---- - - - --r Nature of Water Supply: City-Well ---------- - -------- ------- - ------- ----------- - -- ------- Size of Soakage Pit---- -- - - - - -- Amount of Permit - ------------ - --- - -- -- ------ -- - - -- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supple ent, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by,ym in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) ------ - - - - -- - -- ---- - - - - - -- - -- - - - - -- - - -. - - - -� - - - - -- P- lum - - -- - b - - er. -- - -- -- Master STATE OF FLORIDA, � COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the___________________ _________ __ ____ -_____ _.__.____-------------- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by hirr. stated are true. ----•--- ------- - ----------------- - ---- -- -- ........... ----------- My C;c= s *mission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. y� r BUILDING ELECTRICAL WORK PLUKBING : ; DONE BY: REQUESTED WILL BE READY • 0 The follovvinE is ready, for InsPecti gin: - �A� � I t Inspector's Report: MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hcrchy made for the approval of the detailed state,in•nt o< <ne plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florid,%. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plants and specifications must be kept at building during progress of the work. O.vncr's Name and Address ........................ Registered Architect and /or Engineer .....!A�.a('' �...jj:--. Name and address of licensed contractor../I/l.t'ji, Location and gal description of lot to be b 'it on: 77 ,. Lot......( . .:............................. Block......» Street and Number where work is to be done........ S1J1�.�.c�t work to be done and purpose of building i v rp g .............. .5t ..... F- k..... C._ ......................................... - . »...».�_... ». ..19.. �-� :l.�.... No.... i.Sr`! ....... Street»l.x.�r(..... .. r...Sr - .: w!t!•• A - R MitNt ttlRt!lRaT!- ••- T•••••• •••••••••••• r........ � ©....._.. -.�. a..:. »C _........ .... ....1` ti11�_ . ............ . .................. ............................... ».............and for no other purpose. New Bui !ding .................... ..... Remodeling ........................ Ad i on....:.................... epairrs ............................... No. of Stories ...... ................ _ To be constructed of C /�! 4 Kind�of foundation..:1... ......:�.... .........t12�.....!�.�l �. Roo-of Covering ....................... ........... ... _..__ Estiinatei Total cost of improvements S -••d LT � ....................Amount of Permit 5�...t 91 M ....... ........ »........................... .__ ................... _........ Zonecubage required.-... ............... ............................... ...........................Plan Cubage ................................................................ _._----- ------------------ - Distance-to next nearest building ......... .................A.,... Size of Building Lot ...................... _ ..... _ .......... _ ..... ...... ............. _ ........ _ Maximum live load to be borne by each floor ................................................................................................................................... ......................... I hereby submit all the plans and specifications for said building All notices with reference to the building and its construction may be sent to.. � t:C/ r��l. % ! 1 C.._...,..1 f :� ta.. ,17 :.:./�...- ..... The undersigned aPi�li!c/,n!t7o-r_-t-his building permit does hereby certify that he understands and accepts his obligations as an employer of l.ibur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Smp )lenient, anti has complied %%ith the )rovisions thereof, and will require similar compliance from all contractors or sub - contractors employe by him in the work to be performer under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks....................... -..........•..•.----•• ........ ........ ......._._......__._.__ (Signed) ».. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap- peared.--• ...........................................-•--•-----..........-•---..........----...........----.._.........----........... ..............................- -- .._..._ ........ ....................... _.. me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ............................. ...... ............... ..........-------- ...._........ of the above described construction, that 1)e has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No....C,... ............. Date ...... _ ....... _._ Read, Sworn to and Subscribed before me. Disapproved .. . t Dale -- -------- ». Notary Public, State of Florida ( Signed) ........................ ............................... Building Inspector M y Commission Expires ....... . ................. .» ...... ....... ..... _ ..... . —. Chairman........ ................... _........... Member................................ _............. Member.. . ...... ............................... PLANNINC BOARD ...................... ..................... - .._......DATE Member ....... ...................... . Member....... ..................... Member .... . ................ Council Approved ................................................. _ ...................... Date Disapproved ...... ...................... .... ........................ ..................Date NUTS: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmtn the Planning hoard. A rc- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectinn at faulty materials and /or workmanship. 1 �x� T 90LAsV- W" l� T7777- of Igy PLANNING BOARD AGENDA OF ITEM N0. Name of Owner /Applicant 4\ M N �Z ROtWg Phone No. 1161-W) Address of Property, and /or Legal Description « b !Is Ib 3 Q —r Nature of request: APP'ROghI- OV 'Pt PrN6 '-per �WotQ DvL,,(, Present Zoning: R Area of present building. Area with proposed addition: Parking Spaces Provided. Parking spaces required with addition. Setbacks as per code. Setbacks provided. R Variances /exceptions /Zoning Change: woob wk(" fib, ON 6R4M SX`rT.%W NO, -NO Wt -tHtN 15113" PROI?S. -Yy wWF'- Council Action Required Date of Applicant Notification Planning Board Action f�3f1 Council Action Director Building and Zoning Con ryv-) uo S- L4 Cry F-LotJDA Date--.— Contractor's ier this t License No S — For nit t ng A",.Ur)t Of or to install Permit $ Idi.9, that the the e the Proper In !Orjr 911ipmejit th h uj) * Will be Or device d'cjpal alo -Prfor��Id in 'eiliut authoriz - rities h - 11 ty for tion. A f Is Pern thoro Urth e Ugh know, r conditi staternents or specification,, edge of nd that t, her B eu-dl" �n corn bmi.tu,d to e p"ance with 'ant Or emapi ' Proper -�7.n �®rd, oYee. authorities of I S A ri-r-1-10-- .R — ITY • _ MIAMI SHORES VILLAGE -- BUILDING INSPECTION DEPARTMENT I APPLICATION FOR BiTILDING PERMIT { BIKINI CORAL 3143 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fla dda, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shares Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied witii, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. L Ownar's Name and rop D . 19_� No. Street `V Registered Architect and /or Engineer -Dqv �I�a� and address of licensed contractor - �J�1f i%� /�+ Location and leg description of lot to be built on: Lot �� sku k f �% subdivision / / '✓ "dl �" t/Srtreet and Number where work is to be Mate work to be done and purpose of building (by floors), state exterior colors (submit samples) New Buikiing Remodeli ng Addition Repairs Na of Stories To be constructed of W of foundation Roof g mated lbtal cost of improvements $ 'g-®®' Amount of Permit $ Zone cubage required Cubage Distance to next nearest building Size of Building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligetons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection an the site of the work such public notice or notices as are required by the Act. The undersigned aqffib� to employ only such sybcontractors, on pfork to be performed under this permit, as are licensed by Miami Shores Village. —4, 1 n f, 7 �® Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit Na Date &1144 "jPa Read, Sworn to and Subscribed before me Disapproved Date Ogned) �' - Building Inspector My Commission Expires Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. F N W 3 Sketch position of building and lot lines in square (which represents an entire city block), showing on which street the building and lot faces; also show exact locations of "Y" in street and position of lateral or septic tank. Show sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all underground pipes for future references. WEST NORTH A SOUTH Remarks: SOUTH M N -i 1 A -244 5M 5 -39 DIVISION OF PUBLIC INSPECTION 1 DEPARTMENT OF PUBLIC SERVICE MIAMI, FLORIDA I herewith submit the f Emi)lovinv Plumber 11 plan of plumbing for approval: Work executed by '• 19� � New Old ❑ Story ❑ / A4dition ❑ V Remodeled ❑ For a Dwelling Store ❑ Garage ❑ Apartment ❑ Hotel ❑ Office Bldg. ❑ CATCH FLOOR DRINKING Owner or Agent %�� -� Address !�.��C.�� TUBS SHOWERS TORIES Builder or Contractor is SINKS TUBS Address Lot Nol y ` 6 Block No. / % Subdivision . S Address FIXTURES Sewer Connections At center of St. ❑ At curb ❑ At property line ❑ Existing in alley ❑ Existing bldg. sewer ❑ To septic tank X Existing bldg. drain ❑ To dry well ❑ A charge of $1.00 will be made for correcting any inaccuracies in the ioregomg miormation. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. Date '� y3,3< ROUGH -IN INSPECTION Ground Rough -In Rain Leader A.M. P.M. Approved by A Condemned by Plan N REMARKS Date 10 ` 21 %aY — SEWER INSPECTION A.M. P.M. Approved by'4eer -4 e'> Condemned REMARKS Sewer Permit No. /J 0 �- FINAL INSPECTION A.M. P.M. Approved by Condemned by REMARKS Y-�' ° `"` '`� BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBS SHOWERS TORIES SINKS SINKS TUBS URINALS BASIN DRAIN FOUNT•NS FIXTURES A charge of $1.00 will be made for correcting any inaccuracies in the ioregomg miormation. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. Date '� y3,3< ROUGH -IN INSPECTION Ground Rough -In Rain Leader A.M. P.M. Approved by A Condemned by Plan N REMARKS Date 10 ` 21 %aY — SEWER INSPECTION A.M. P.M. Approved by'4eer -4 e'> Condemned REMARKS Sewer Permit No. /J 0 �- FINAL INSPECTION A.M. P.M. Approved by Condemned by REMARKS Y-�' ° `"` '`� THIS SPACE FOR ELEVATION SKETCH A PERSPECTIVE SKETCH WILL BE SUFFICIENT THIS SPACE FOR PLAN SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack PROVIDED THE WORK CAN BE CLEARLY SHOWN Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the to correspond with the opening shown in floor plan or ground plan on opposite page. stack connections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of building showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in reference to same. rl 11I.LZ PLUjJ(z,.1L Ly UUSUJ.-11 ULI a%: LQt b anal the East 2 of Lot 7, Biock i3, Certified To: M And M Title z AN,„A4EWED PLAT OF P11AMl SHORES Services, Inc., Commonwealth g SECTION NO. 1,- according to Land Title insurance Company 0 the Flat thereof, as recorded in and Universal American Mortgage Plat Book 10, Page 70 of the Company, its successors and /or Public Records of Dade County, Florida. assigns. FLOOD ZONE: X • N ote. Underground encroachments and utilities, if any, o riot l,Qcat�-(. Q rr 4 ! 6r£ -�. haw ydAyjya,m �e i ad: �%.frR r iIY ANY- 4� „�1;1,'•' , y .F,,ia N K ;#p'te'� `' 't' fir.- 3 r � m a 4 s; I•'va � � t O LL f K M1 yy )) r .,= t S A.tf, la •-. Ga�i' 'ti. j. 4 ,.•a 4`" .,. - KA�Ta cr Cci tc� cr 0..V t� a cc b /wc 3. VV) 14.3 S* �� , � t�; •�1 -. -- _- __ _ — - - - - -- ,�G //• `f p i[c �� k 9.� I �� f �0 to �c,v,<! •�, � n 00 i � a/ ti t, Ale // �� t( xav /JJ.O(// a• 11 c-cic 4 • 23 � ,. �, � � q � : r. ko ell `�i. ----------- • "ate'! �1� � � � � �r PROPERTY OF: c, Busted, 166 N.F. 103rd St.rect, Nliami� Shores, r'ic r i�i,i. Not viii d jnlf .S cod 1 0 1 1 \' ► [- a - "d r, 4 , a r . � 7 Du Quesne & Associates, Inc. UTR 16208 Consulter Engineers Environmental . Cis a Structured Testing Laboratory Building Inspection Ser"m ON SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: -F-tsk 0 e,-r,- �32 Job Address Permit #: r -45007 Roofing Contractor: °= O'k I Ty zco JP l k Type of Tile: Date Installed: Approximate Roof Height: 1 feet Roof Pitch: • �- Type of Access to Roof: Scaffolds A _ Ladder Other Approximate Square Footage of Roof: ooc> ft' Required Testing Force* 3S lbs. Testing Equipment: ' Chatillion DFIS 100 Date Tested: 1 ®' TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test Location Uplift Pull Test P or F) Test (P or F) Test Location Uplift Pull Test P or F) 1 26 flw 51 2 27 1 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32, 57 8 '33 58 9 34; 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39" 64 15 1 40 1 1 1 65 ------------------------------------------- SKETCH OF ROOF IN BACK ------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. - THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE THI REPORT S�MJTTL B I REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. ' Please Note: This form is not valid unless A e Du Quesne, P.. Company logo appears in Engineer color (burgundy) #24513 Du Quesne & Associa Inc. E.B. License #00 5 Lab Certification #940318.01 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 SHEET NO. OF, CALCULATED BY DATE CHECKED BY DATE NOTES: NOTES: Joe . SHEET NO. CALCULATED BY 2 OF z DATE CHECKED BY DATE SKEMH OF ROOF SCALE owoR, ETAL EGK, We-athe wa i l [)Msian ulcc suers cr lNinccw cnc:csure Systems, fnsuicrec i<ecr cnc Wcii l yz SIT'U=R PRODUCT APPROVAL AUTHORIZATION FORA Dar: - C/ 1 C' M i ' i �'�TK '�D ( 3UM NCc DE'ART.MZ -1 T ) DE.A' a: e are the -Dade County Notice Qi :Acc=tance iioiQe; for f ACCORDION SEMTMR ACCUT -A NCE 1INO.. 95- 1122.03 .060 ALTJ-IYi. STORM P A.`iELS ACCEPT_ NCE NO. 954130.08 18ga STEEL STORM P —NELS 20ga STEEL STORM PA.YELS A.CCEPTA:'�iCE NO. 954314.04 ACCEPTANCE NO. 95- 1220.03 to use our above named-product at ( CON KAC70& I tie foilowing job site. _ (708 OWNER'S NA NM ) !n-3 34 (108 ADDRESS) n lciml ( CITY , STATE & ZIP) _ Sincerely, CORPORATE SEAL. sIGNATURE ) DESIGN WIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED COMPUES WRHANSI /ASCE 7.88 O' 4 O 5 (4) INTERIOR ZONE MAXIMUM CONDITIONS 15' 20' 25' 30' 40' 50' 60' I� ® ®`a b 5 a (5) END ZONE MAXIMUM CONDITIONS ABM MWE 15' 20' 25' 30' 40' 50' 60' TRIBUTARY AREA IN SQUARE FEET 0.10 15 20 25 30 35 40 45 .1.1 .1.461 .1.41 .1.411 .1.4 .1.181 .1366 •1.75 0.8 47.81 46.86 45.90 45.43 45.08 44.56 44.15 43.71 887 51.99- 50.96 49.92 49.41 49.02 48.46 48.01 47.54 891 55.58 .54.47 53.36 52.82 52.40 51.80 51.32 50.82 898 58.57 57.40 56.23 55.66 55.22 5459 54.08 5 3.5 5 106 63.35 62.08 60.82 60.20 59.73 59.04 58.50 57.92 1.11 6753 66.18 64.83 64.18 63.67 62.94 62.36 61.75 1.19 71.12 69.70 68.27 67.58 67.06 66.28 65.67 65A2 I� ® ®`a b 5 a (5) END ZONE MAXIMUM CONDITIONS ABM MWE 15' 20' 25' 30' 40' 50' 60' NOtattom a: 10% Of MMMum width Or 0.4h, whichever is meager, but not less 01an OWW 4% of minbnum wid h: mean foof height, to feet, ezeept that gave height aw be used when 0010 degrees; and 0. foor slope from ttadzmltel, to degrees. TRIBUTARY AREA IN SQUARE FEET 0.10 15 20 25 30 35 40 45 .2 .1.92 •1.841 •1.806 .1.77 .1.71f •1.7 .1.614 oa 61.47 59.29 57.13 56.17 55.19 54.23 53.28 52.02 887 66.85 64.47 62.13 61.09 60.02 58.98 57.94 56.57 891 71.46 68.92 66.41 65.30 64.16 63.04 61.93 60.47 age 75.30 72.63 69.98 68.81 67.61 66.43 65.26 63.72 1.06 81.45 78.55 75.69 74.43 73.12 71.86 70.59 68.92 1.11 86.83 83.74 80.69 79.34 77.95 76.60 75.25 73.48 1.19 91.44 88.19 84.98 83.56 82.09 80.67 79.25 77.38 NOtattom a: 10% Of MMMum width Or 0.4h, whichever is meager, but not less 01an OWW 4% of minbnum wid h: mean foof height, to feet, ezeept that gave height aw be used when 0010 degrees; and 0. foor slope from ttadzmltel, to degrees. RAMMS ENGINEERING, INC. o` EMT LI'ECH. ixc. -.d Z.1. 1 S9T.1957 7030 w. SECOwe CT. ~AX . R =014 !1W .. alp Zmu. m a1N E8 900B0}t naGp, nano awn AR 4. . Il�il .i $ R AR 4. . Il�il .i V METRO -DARE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah FL 33178 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET. mdccOl ®shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga , Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 95-1220.03 /4--D Expires: 04/04/99 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. anger, . Director Building Code Compliance Dept. Approved: 04 /04/96 -1- Metropolitan Dade County I Metal Tech Inc ACCEPTANCE NO.: __ 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : -APR 0 4 1999 1. DESCRIPTION 1.1 This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy = 33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of 12.50" and a total width of 14.0 ", forming 15/8" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, extrusions and 1 -1 /2 "x 1 -1/2 "x 1/8 ", 2 "x 2 "x 1/8 ", 3"x 3 "x x 1/8 ", 5 "x2 "x 1/8" angles, 1- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093 "'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2 -1/2" for spans up to 102" 2- 3/4" for spans up to 126" 3.3 Maximum-clearance between ton of panel and inside of header shall be 1/4" 3.4 ,Special Requirement: Reinforcing straps, consisting of one 1- 1/2" wide by 1/8" thick flat bar of aluminum alloy 6063 -T6 must be used as shown on Sheet 4 of 6 and fastened with a 1/4" -20 stud bolts w /wing nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.4.3 Panel Spans 102" to 126" - Two reinforcing straps at 1/3 spans -2- I OHarfdo'Blanco, P.E. - Plans Examiner II Product Control Division Metal Tech Inc ACCEPTANCE NO.: _ 95-1220-03 APPROVED APR 0 4 1998 EXPIRES ; APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mount The panels are secured at the header and sill with 1/4 " -20 x 1/2" side walk bolts into with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1 /8 "x 1- 1/2 ") studded strap with 1/4 " -20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.2 Wall Mount - (w /'h' - Header & Sill Track or Angle) The panels are engaged into an aluminum'h'- header as shown on Details 2, 3, 5, 6 or 8, Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6, the header and sill angle or track are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.3 Build Out Mount The panels are engaged into an aluminum 'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6; the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 Ceiling/Inside Mount The panels are engaged into an aluminum'u'- header as shown on Details 1 or 4, Sheet 2 of 6, and are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section -3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.5 Anv combination of the above Orlando -Wanco, P.E. - Plans Examiner II Product Control Division -2a- Metal Tech.. Inc. ACCEPTANCE NO.: —95- 1220.0 APPROVED APR 0 4 1996 EXPIRES APR 0 4 1999 NOTICE OF–ACCEPTANCE: SPIECEFIC CONDITION 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 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 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed Product Control Division -2b- 2 3/64 - r i ANCHOR I r ' N H2H I — I, r 21/32"1 vAR/DUS DEGREE L r l CORNO PAN I mo mesas CORNER PAN i oso oafs t— I : A. ""0100 ° I .074+1 f N N I 2H HI N N L H 75l6' 0 ., — N � Lc v4 � L lH v2- Sc 112-V x.125 N RETURN s 0' -3' ..062 'oIy I N owes ip f J /tdl 10 BLOCKING .062 060 'w— .060 "r CIT1 8L0CK/NG �I c 2 516- 1' 2 112' i5/fB' I I ' /ARIES s I ! • �k SPECIAL PANEL SECTION TYPICAL PANEL SECTION MOUNTING HOLES 12 112' O.C. CROSS SECTIONS S.F.B.C. 1994 ED /TICN FCR DACE COUNTY SOUTH = LOR /CA BUILDING CODES CHAPTER 23, SECTIONS 402.3 ACCPTION CF ASCE 7 -38, ti— 2374.5 FATIGUE LOAD TESTING, r 2315 IMPACT TESTS AND 7994 S.B.C. DESIGN CRITERIA: L7H WIND LOAD PER CHAPTER 2.3 OF S. F' B.C. PRESSURE RECUIREMENT CALCULATIONS MUST BE r PERFORMED PER ASCE 7 -88 "MINIMUM OES/GN LOADS FOR BUILDING AND OTHER STRUCTURES —2 DEFLECTION — L/30 W /2" MAX ON •POSITIVE LOAD GENERAL NO -ES: t J FIAT BAR 2x2 PAnoZ. IX2 PAT10 I h CI NI 1 �j i Nj :JH II ( t/6 e-v wa. THIS APPRCVES STEEL ST0RA4 PANELS DESIGNED FOR THE FOLLOWING LOCATIONS: A. NON COASTAL ZONE BUILDING S. COASTAL AND NON COASTAL ZONE BUILDING ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -76 OR EOUAL STORM PANELS SHALL SE 20 GALJGE STEEL. AS,.-W SC GRACE A MIN. Fy o 33 K.S.I. MINIMUM VALUE WITH A NOM /NAL WICTH OF 12 1,,,,'2" HOT DIP COATGC, THE STORM PANEL SHL' i , ER MAY BE / NSTALLED VERTICALLY OR HCR/ZONTALLY, IN ACCORDANCE TC THE DETAILED SPEC/F/CAT/CNS HEREIN. EDGE DISTANCE SPEC/F;CAT /ON TABLE APPLIES TC HEADER AND SILL APPLICATIONS ONLY. ANCHORAGE Or THE SHUTTER SYSTEM T C CONCRETE OR MASONRY SHALL CONSIST OF 7/4" CIA. X 7 1/2" SLEEVED DRIVE ANCHORS ( STAR DRYVINS ) 1/4.2C MACHINE SCREW ANCHOR o- TAMP /N5 ) WITH FLOOR PLUGS, 1/4" X 7 1/2" MASONRY SCREWS ( TAPCCNS ) , 71"4" X 1 112" WEDGE ANCHOR OR SLE- ✓E ANCHORS, ( 1/4 X ,T /a LAGS OR #14 SELF TAPPING SCREW ) NITH LAG SHE /LD NAILED STUD ANCHORS OR OTHER DADE COUNTY APPROVED ANCHORS NOT LISTED USED IN COMBINATION WITH 1/4 -2,r) MACHINE SCREWS WITH 1/4 -20 NUTS AND / /ASHETS, 1/4 -20- WASHERE✓ WINGNUTS, KEYHOLE WASHERS AND KNURLED STUCS. SPACING AS INDICATED ON THIS OrVAWING. ANCHORS SHALL PROVIDE A MINIMUM EMBEDMENT INTO THE WOOD. MASONRY, BR/C.%<' AND,/OR CONCRETE. REFER TC ANCHOR SCHDULE FOR MINIMUM ENBEDMENT. ANCHOR LENGTH MAY VARY TO ACHIVE THE PROPER EMBEDMENT. SEE SHEETS 5.6 aNO 7 FOR ALTERNITIVE ANCHORS AND CONDITIONS ANCHORAGE TO WOOD CONSTRUCTION SHALL SE 7/4" STEEL LAGS OR LARGER N1TH 1" MIN. PENETRATION. 714 -20 BRASS WOOD BUSHINGS SEE SHEETS 5,5 AND 7 FOR ALTERN/T /VE ANCHORS AND CONDITIONS ALTERNATIVE ANCHORS AND CONDITIONS ON SHEET NO.'S 2 -6 EACH UN /T SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING BLOCK /NC VETALTECH, INC. H/ALEAH, FL ' " DACE COUNTY PRODUCT CONTROL APPROVED WARNING TC O'oVNER OR TENANT LOCATED /N EACH HEADER OR CNE PANEL CF EACH OPENING, STATING STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL RE1^1F- ORC/NG STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED DURING WIND VELOCITIES EXCEEDING 75 m.;=. H. PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS, STUD MAY BE INTALLED ALL STUDS 3/6' ( NP.) THREADED CONES OR METAL SHIELDS, NOT IN USE, IN REVERSE D)REC77ON —'�'LL APPUCOONS MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION INCLUDES SM=ED 7I AND DAMAGE AT ALL TIME. TYPICAL LIH 114 -20 X J/a t 18-8 SrAINLES•S STEEL KNURLED STUDS LL12 112" O.C. 3/4' ( 71'P. ) All APPUCAnONS ANCHOR MOUNTING HOLES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG, 112'0 FOR REMOVABLE, 114'o FOR PERMANANT ANCHOR SPACING vs. DESIGN PRESSURE 1 /B' ANGLE MAY VARY IN SIZE ANGLES STUDDED IN e.g. 1.5x 1.5 24, 2x1 or 5 25x2.25 SHORTER LEG ONLY STUDDED ANGLE DETAIL 1 /B' x 1 112" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE RO APPROVED AS SOUTH FLORID WiTif THE CODEQQ� _ isaS L BY '.11 PROD C DIV ISION BUI OMPUANCE OFFICE ACCEPTANCE N025- 1226- 6-6 D O Z m U Z v W G W O N � W $ V N C io W V x< UW Q W� a0 0 2 0 U W W" 3 N '1 m r` c d' • 1 I I L� Hl HEADER WITH A B W17H '/r BLOCKING INTO TRUSS RETURN Hl HEADER WRH USE 711C LACS WHEN 24"O.C. 1/4' r Z• LACS INTO 2x4 (EDGER IF NO 2x4 LEDGER USE LAGS INTO TRUSS RETURN W?H FLAr wASHERS USE 7116' LAGS WHEN 24-O.C. DETAIL 1 2 X 4 STRINGER TO BE WSTALLO SEE GENERA NOTES ON W00D HEADER OR SILL LAO BOLTS OR SEE NOTE ��G c� H2N CHEADER OR SILL ' VARIOUS TYPES II WOOD. CONCRETE OR MASONARY 11 HEADER OR SILL 11 ncrAN 7 A & B BEiWEfN TRUSSES TO SUPPORT 1N0 OF r /a' SLEEVED DRIVE avGHOR HEADER IF IT IS MORE THAN 6' PAST TRUSS SERVE THRU AINDOW uu ice- -STORM PANE: i '11j i 3/8' MRUBOLTS 3 112' O.C. AITH 2XJX.125 ANGLE ON 80TTOM WIND PRESSURE 71.5 P.S.F. MAX MAXIMUM PANEL LENGTH 48- MAXIMUM -000 COUNTER 1 114' MAX THICKNESS COUNTS? MAY SE MADE OF OWNER MATERIAL P//4I'- X 1 112' HAMMER DRIVES OR SEE NOTE REFER 70 HARDWARE SHAT FOR SPACNC DETac s 0 U CON77NLCUS 2.25 X 5.25 X 1/B' ANGLE 'ARIES FLANGE NAY BE REVERSED 3 OR ROTATED HORIZONrALLr FOR AN ADJUSTABLE HDR /SILL 114 -20 THRU BOLT W/ LOCK NUT 12' O.C. �D CHEADER OR SILL 114 X 2 LAG BOLT VARIOUS SIZES WITH LEAD SHEILD OR SEE NOTE * WNDV ANCHO MIG MITO WOOD USE LAG BOLTS OR SEE NOTE DEWL 13 a � a FLOOR PLUG J AND MACHINE SCREW ANCHOR u i A�p FULL sIORM PANEL 771ICKNM VARIES I n I OR SEE NOTE - „ • ' LC OR SC AS HEADER OR SILL WHEN ANCHORING INTO :MOOD D10 USE LAG BOLTS OR Sew' NOTE RE7URN PAN. ANGLE wow nAw MUST BE USED ON ALL BUILD OUT COM,7AONS RETURN PAN ro CLOSE OFF ENDS' DET L/H OR OTHHER : STUCCO ANGLE MAY BE MOUNTED IN REVERSE DIRECTION WR CONnARJOUS BLOCfWG 1/8 ANGLE VARIOUS SIZES 00EINO OR BOLTED TOGETHER WITH X. 114 X %4 SELFTAPPING SCREWS OR 1 14 -y0 THRU BOLT W/ LOCK NUT i1' O.0 (J- A USED AS HEADER OR SILL E.D.• 1 �- 114 -20 FLOOR PUFC LAAC1M SCR£d ANCHOR OR SEE NOTE 71.5 PSF MAX. y D A/L 10 WOOD, CCNCRE7E OR MASCAWRY HEADER OR SILL �f 3LOCKING 11—VAWUS SIZES 114-20 TRUSS HEAD LOCK NUr 72' O.G CH29 HEADER. L7H OR T7 S! I LAO BOLTS TI TY (1 P. 11 OR SEE' NOTE * 11 SE£ GENERAL NO MS ON WOOD HHEADER OR SILL DET • e 114• SLEEVE DRIVE ANCHORS • OR SEE NOTE H2B E� .a CHEADER OR 5111 VARIOUS TYPES DETAIL 3 114' SLEEVE? DRIVE ANCHOR • OR SEE NOTE LrH WHEN ANCHORING INTO WOOD USE LAC BOLTS OR -,;Zr NOrE ' ••. LIH HEADER OR OTHER L ANGLE USED AS HEADER OR SILL DETAIL 6 114 -20 FLOOR PLUG e a MACHINE SCREW ANCHOR OR OTHER SEE NOTE NT WNEN ANCHORING INTO W000 USE LAC BOLTS OR SEE NOTE * HEADER OR SILL �VA�RIOdU,S, TYPES 114 -20 STUD WITH WWWHUr (TYP.) STUD /MAY BE INSTALLED IN REVERSE DIRECTION T Lim SKL OR OTHER L ANGLE L 1M O USED AS HEADER OR SAL 4 ivj�•j1j 1%4_20 .40G PLUGS WITH MACHINE 'CREW ANCHORS OR SEE NOTE * WHEN ANCHORING INTO HOOD USE LAG SOLS OR SEE NOTE DET - r STORM PANEL STUDDED ANGLE MAY BE MOUNTED IN REVERSE DIRECTION (TIP.) J CONTINUOUS SLOCKANG 2 X 5 X 718 ANG. AND 2 X J X 118 ANG. SCREWED OR BOLTED TOGE7+ER A77N ' J14 X 314 SELFTAPPWG SCREWS OR • �� i 114 -20 THRU 30Lr W/ LOCK NUT :2' 2G FLOOR PLUC x7H MACHINE SCREW ANCHCR 7 7. 5 PSF MAX.. j OR SEE NOTE • I =i DETAIL 1 f E.D. 114 -20 STUD • —� MTN xNavur (7YP.) * 1/4' MASONRY SCREW I 112' MIN. EMSOMENT OR SEE Noce LIN SILL .125 A OR OTHER HELER AND SILL �VARIOUS TYPES CONTINUouS &GOD 3LOCKING VARIOUS SIZES DET VARIOUS SIZES OP77CNAL USE OF 1/8' ANGLE FOR PURPOSE CF 6ff&4=VG WALL I18 X 1 112 FIAT Be SILL FLQOIp PLUG :I 51L/OOID irrrH W/NGNU75 HEADER ON TOP IIL QR SILL ON BOTTOM 1 SCREW B — — —� D— SIATTFD MOUNTING HOLE MAY BE L SED — — — — — — — — — — — W CENTER WO OF PANEL TIP. FOR ALL STORM PMIEL SPECIAL PAN APPL= MAM SPECAL PANEL CONFIGURATION AUY BE NEEDED FOR TRAPPED WIDTHS, PANELS AMY Bf ADOID TO WITH A ALAXMIUM ADD -ON OFT TO PA By THE USE' OF j164 POP RIVETS J/7 JUGULAR RIVETS OR 70-24 1NRU B0�L75 16' D.C. Y � AN MA VARY MAXIMUM GAP BETWEEN STROM PANEL AND O.L.O. SHALL NOT EXCEED 114' AS VIEWED FROM FRONT VIEW ---- as aaaaa PAaaaaa —eaa Caa�aaap C ' INSIDE CLOSER N ASSEMBLY j11 — — — — — — — — � 114-10 80LT PLAN VIEWS o 0 PANEL NOTCHID AT 80770M DETAIL 17 70 PASS OVER S7W AND ti wAaa T TIN SILL (EACH sm r HORIZONTAL /NSTALLAMM ELEVATION � v i VON 1 /a -20 STUD • NTH AUGNUT -20 FLOOR PLUGS H MACHINE SCREW ANCHOR SEE NOTE I RHEN ANCHORING INTO WOOD HEALER OR S 4' JSE .AC BOLTS OR SE NOTE YAWLS TYPES D VMCtL MWALLATION ELEVATION '(� .aman aA aea, avDrow . 114 -10 FLOOR PLUG I Z W?H MACHINE SCREW ANCHOR • OR SEE' NOTE 1MtlMfAl1 NAY BE MDu.VTED %FRDT.tlL717 C OR HOR/ZUN7ALLr ON77NUOUS 3LOCONG 1/8' ANCLE SIZES MAY VARY 2 X 5 X 1/8 ANGLE AND 2 X J X 1/B ANGLE 71.5 PSF MAX. SCREWED OR 3OLTED TOGETHER MIN 114 X J14 SELFTAPPING SCREWS OR 1/A -20 7HRu 30Lr W/ LOCK Nur 12' O.0 : /4 -20 : 3/4 (NUPLED STUDS C• — — _ _ MIN WASHERED A7NGNUTS (TYP.) STORM PANe i cONT"ous o -1' x z• BL=mc .- FASTENED TWIN 164 ?NETS OR /B MCC SCREWS 1/4' MASONRY SCREW 1 112' EVBEDID H2e OR SEE NOTE E.D. • 4 • HEADER OR S&L VARIOUS SIM •?BST,RUC7ION• DETAIL 16 iz v r o� l DETA /L f2 GENERAL NO= //NEN ANCHORING TO WOOD. 174E WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE REFER TO SHEETS 4 FOR. MINIMUM DISTANCE BETWEEN GLASS AND PANEL PEFER TO SHEETS 5,6 do 7 FOR: * SEE ANCHOR SCHEDULE FOR ALTERNITVE ANCHORS ANCHOR SPACING FOR SPECIFIC ANCHORS EDGE DISTANCES (E.D.) FOR SPECIFIC ANCHORS •r APPROVED AS COMING THE SOUT* FLORIDA BUI ING COdE BY PRODUCT CONTRO ON BUILDING •CODE CE OFFICE ACCEPTANCE NO.45' 12ZQ. O3 IlLill U Z � _ 1/ f ^ m_ C � N Q O to o° Q o r� m w a V 0 zm m •.t J x� v � W= aF U 9 z 0 z A W; m M1 m n m t � ' I 1 � I I I I I ' I I tNtO �P �s6•• Nl007 f.PG9 ' I 1 I 1 � 5tL•CCG FIN15i^ I FOR MINIMUM 05'11ANCE R of -R TO PANEL. I /1 �.— ExtSfING Sff:UC't NOTE; 5TI.lGGEJ 5iP•A!P5 ANV U HEA eFE 5 { •r0 !3E IN51ALLEJ �USr GEGoI:E Srt.CCrJ 15 A1'P! -IE'7 r- I _ I a -!— — — — — A 2 X 4 S'1RINGER MUST 3E WI'rM WA5i-eM:2 \MNGNUr� — —yy!- INrALLED r3ErwEEN rRU55 I�'NRN I n S 6' PAST TRUSS MR:1r2LL 7 ZN. SI aR IN EGXCR EEDS 1 5-r,;--co riN15H 2J I6D 2J 160 SHALL pE 5ECLX90 USEING 2 16 '7 NAP-0 8ACH SIM. STORM PANEI- �p I HEADER Musr ?HeN p8 sECtt -°D I n to 57R1NGER Will 1/ 14071, LAGS. I n l IN5rALLED HOR. OR VERr. FOR MINIMUM 015rANEE e e PASICA coor Russ J Mr-51Z Z 1*0 10ANeL V o4 V` MP-GT10N OiAitr I A I n PFD -TAIL A- L I IE 3EAM 5 GRM PANEL V• DEPLECr10N CHAer , ' � � SECGND SrGRY a i WINDOW OPENING n CGNC.°.E'fr CAP e 5rCP,M PANEL 5FCL.I -zV Ar 3011 CM Cr-- WINI2GW W-i-i 5I1-:d5;E:2 Srn.Ap 5i" A5 ':N 57arAJL 3 bE:,::1"AIL. A II HEADER OR SILL 114_20 STUD �IQf- WRH WINGNUr �� 7}�b 12 1/2" O.C. (TYP.) `�� i FIAT STROP 7/8 X 1 112 USED AS HEADER OR SILL ANCHORED rO WOOD 1 I I WHEN ANCHORING INTO WOOD USE LAG SOUS OR SEE NOTE * ON SHEET 2 SE= 5-ENE•'7AL NOTES ON WOOD FOUND ON SHEET 74 2 Pr-,-'AI L 1 714 -20 STL•D Alm VINGNUr !r1P. j FLAr STRAP t/8 x 7 1/2 USED AS HWER OR Sr'LL ANCHORED TO CONCRETE Z 1 MASONRY OR BRICK /4' MASONRY SCREWS OR SEE NOTE * ON SHEET 2 USE APPROPRIATE APPROVED ANCHORS FOR SPECIFIC APPUCS 17ONS NOTE. . 114 -20 FLOOR PLUG WITH ! THE METALTECH STORM PANEL I 114" MASONRY SCREW WITH 14 -20 S%I!D HEAD MACHINE SCREW ANCHOR4 I — MAY BE INSTALLED WITHOUT THE USE I ° WITH WASHERED WINGNUT OF AN EXTRUDED HEADER OR SILL. ! •' 4E D• ; ! THE SHUTTER MAY BE ANCHORED DIRECTLY II I TO THE STRUCTURE WITH THE USE OF ! I 1 ! 114 " MACHINE SCREW ANCHORS IN ! REFER TO OEFECTloN 11 I I COMBINATION WITH 1/4 -20 FLOOR PLUGS 1 I '� REFER CHART TO DEFECTION n I I OR 114 -20 MACHINE SCREWS WITH I I' I'l CHART " Gtass I L KEYHOLE WASHERS, MASONRY SCREWS WITH ' GLASS I VARIOUS HEAD TYPES OR STUD TYPE ANCHOR INTO CONCRETE, MASONRY OR BRICK. WEATHERWALL II I WITH A MINIMUM EDGE DISTANCE IN I r II WEATHERWALL STORM PANEL` II I ACCORDANCE TO ANCHOR TYPE. I I STORM PANEL I WHEN ANCHORING TO WOOD USE 114 -20 I I I BRASS WOOD BUSHINGS, IN COMBINATION ( I ! WITH 114 -20 FLOOR PLUGS OR 114 -20 I j(> MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 112" O.C. OR - WOOD LAGS WITH VARIOUS HEAD TYPES 114 -20 FLOOR PLUG WITH 114 ' LAG WITH MACHINE SCREW HEAD 114 -20 BRASS WOOD BUSHING WITH 14 -20 SIDEWALK BOLT nF, -TAIL C • • • � EXISTING 57P.UG•ti.:iw 11 11 WINVCW u CA i-A55 a: CGNC?ZE'!7E CAP PF, -rAI L 13 OTHER HARDWARE USED WITH THE METALTECH STORM PANEL SYSTEM a 'bj0i bouR, PE 0L • APPROVED AS SOUTH FLORIDA THE BY PRODUCT CD DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 1`1095 -17 . r=m a 050 ry N W �S g V � v N °o W v z� H J x� v a W` I- 94 u U dz 0 ' A W; a '7 a n !ij►,jj1 �V�/ SEP JRB RSM 10/0 95 » SHOWN sso15 war 3 a 6 *'114-20 1/4 -20 X 3/4 KNURLED STUDS X 1 PAN OR TRUSS HEAD POP R&M VARIOUS SIZES TEX SCR£NS VARIOUS SIZES %8 -8 STAINLESS 51EL O 1/4 -20 X T FLOOR PLUGS I 1/4 -20 X 1 HEX HEAD 114-20 LOCK NUTS V U � SIDEWALK BOLTS) O 18 -8 57AINLESS SrEEL KEYHOLE WASHER 7/4 -20 MACHINE TYPE SCREWS NUTS MAY BE VARIOUS LENGTHS O 114 -20 WASHERED 114 I.D. 3/4 O.D MNOMU75 718' O.D. FLAT WASHERS a 'bj0i bouR, PE 0L • APPROVED AS SOUTH FLORIDA THE BY PRODUCT CD DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 1`1095 -17 . r=m a 050 ry N W �S g V � v N °o W v z� H J x� v a W` I- 94 u U dz 0 ' A W; a '7 a n !ij►,jj1 �V�/ SEP JRB RSM 10/0 95 » SHOWN sso15 war 3 a 6 THE METALTECH STORM PANELS MAY BE RENFORCED WITH THE USE OF EITHER CENTER PANEL STRAPS OR S77CHING LOCATED AS SHOWN ON THIS SHEET HORIZONTAL BRACE STRAP 114 -20 STUD WITH �WINCNUT 12 112" O.C. '1C mff lle- X 1 112 - -� 88 PANEL SPAAi 20 GA , FLAT ALUMINUM BAR j 72 7" SIDE W011 FRONT VIEW DETAIL "A" HORIZONTAL STICHING 114 -20 SIDEWALK BOLT WITH WINGNUT 12 112. 0. C. ~ STORM PANEL LAP-1, SIDE VIEW DETAIL * NOTE. CENTER PANEL STRAP OR S77'CHING 6 NOT REQUIRED FOR PANELS 0 -68", STORM PANEL LAP FRONT VIEW "B» DESIGN PRESSURE RATING: POSITIVE = 6ZO6 P.S.F. NEGATN£ = 91.44 P.S.F. 100 _- Y---- T---- -I - - -- 20 ga. STEEL. OrJ- QV Pf — U&q PANEL SPAN 44.40 88 PANEL SPAAi 20 GA , 47.81 j 72 7" 51.23 . I ;: 58.0E 90 — - -- -------80-1 0 6.85 103" 71.46 y0.. 75.30 1 9 7" 81.45 -9 86.83 j 90" 51.44 88" I \\P ' � •n U 1 I U B0- IU ------- - - } - -- ---- - - - - -- Z I J 1 i � 1 II � C) 50 •� 1 I 1 1 -----__--�-- -- = - -- -----� SILL DETAILS 7, fO AND I I 1 I ON SHEET 2 I • 1 44.40 P;S. • `126' i MAX. PANEL SPAN !20 GA ' I, OrJ- QV Pf — U&q PANEL SPAN 44.40 j 126" 47.81 j 72 7" 51.23 G i 17" 58.0E - 1 10" 61.47 107" 0 6.85 103" 71.46 y0.. 75.30 1 9 7" 81.45 -9 86.83 j 90" 51.44 88" Y I FOR SPANS OF PRESSURES 90 100 110 120 130 NOT SHOWN ON ABOVE CHART USE PRESSURE %S. SPAN GRAPH PANEL SPAN IN INCHES PANEL DEFLECTION CHART PANEL HEIGHT I 0- -68- S8--1o2- ' 102 - -1 -16' MINIMUM DISTANCE BETWEEN GLASS AND PANEL WALL MOUNT 2 112" 2 112" 1 2 3/4" INSIDE MOUNT 2 112- 2 112" 1 2 314" BUILD OUT 2 112" 2 112" 1 2 3/4" Q. a V¢¢ x O C1 2 FRONT VIEw SIDE WEW 3� v oQ N� Nf N, 2�y yv FRONr wEw SIDE WEW HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION DETAIL C ON SHEET 3 i11 1 U 32 u Q� q it G � n 3W n EI � u � H U V n U g I ci MAXIMUM GAP BETWEVV PANEL AND HEADER /S 114- (rM.) DETAIL "C HEADER 'YPf MAY /ARY, DEPENDING CN APPLICATION DETAIL D ON SHEET 3 '4-1 i tj a U U,W n ti 1 I ` U I N Oy � •n U 1 I U IU GLASS• —�.; I SILL DETAILS 7, fO AND I I ON SHEET 2 i w Z o FRONT NEw SIDE wEW 3� v oQ N� Nf N, 2�y yv FRONr wEw SIDE WEW HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION DETAIL C ON SHEET 3 i11 1 U 32 u Q� q it G � n 3W n EI � u � H U V n U g I ci MAXIMUM GAP BETWEVV PANEL AND HEADER /S 114- (rM.) DETAIL "C HEADER 'YPf MAY /ARY, DEPENDING CN APPLICATION DETAIL D ON SHEET 3 DETAIL C ON SHEET 3 DETAIL D ON SHEET 3 WAILS 2.45,6 AND 8 ON SHEET 2 HEADER 1 °- , a 3 z lV !-2' 1 I C CLASSyn_ E i /777 i SILL DETAILS 5.6 AND 8 ON SHEET 2 20 GAUGE STEEL 0 — 68" PANEL HEIGHT NO PANEL STRAP OR STICHING IS REOUIRED 68"+ — 102" PANEL BEIGHT ONE PANEL STRAP OR ST7CHING LOCATED MIOSPAN 102"+ — 126" PANEL HEIGHT 11NO PANEL STRAPS OR STICHING EVENLY SPACED AND CENTERED DETA 2 f2. 14. 15 AND 16 \ j �+EaD£3 jQ •I 2 C W 11 IQI -.I 11 O 1 jy II � ZI n , CLASS��I DETA 2 IZ 14, 15 AM 16 WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT ANCHORING PANEL ANCHORING PANEL t011i HDR. AND SILL WITH HDR. AND SILL rOP & BOTTOM TOP & BOTTOM NO HDR. OR SILL SILL TYPE MAY VARY, DEPENDING ON APPLICA77ON SEF NOTES ANO CHARTS FOR ANCHOR MFES AND SPACING TYPICAL SECTION VIEWS HORIZONTAL BRACE STRAP PANELS MAY RUN CON77N000S BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VER77CALLY EXPLODED ASSEMBLY DETAIL 1 AND 4 ON SHEET 2 HEADER '4-1 i tj U U,W n ti 1 I ` U I DETAIL C ON SHEET 3 DETAIL D ON SHEET 3 WAILS 2.45,6 AND 8 ON SHEET 2 HEADER 1 °- , a 3 z lV !-2' 1 I C CLASSyn_ E i /777 i SILL DETAILS 5.6 AND 8 ON SHEET 2 20 GAUGE STEEL 0 — 68" PANEL HEIGHT NO PANEL STRAP OR STICHING IS REOUIRED 68"+ — 102" PANEL BEIGHT ONE PANEL STRAP OR ST7CHING LOCATED MIOSPAN 102"+ — 126" PANEL HEIGHT 11NO PANEL STRAPS OR STICHING EVENLY SPACED AND CENTERED DETA 2 f2. 14. 15 AND 16 \ j �+EaD£3 jQ •I 2 C W 11 IQI -.I 11 O 1 jy II � ZI n , CLASS��I DETA 2 IZ 14, 15 AM 16 WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT ANCHORING PANEL ANCHORING PANEL t011i HDR. AND SILL WITH HDR. AND SILL rOP & BOTTOM TOP & BOTTOM NO HDR. OR SILL SILL TYPE MAY VARY, DEPENDING ON APPLICA77ON SEF NOTES ANO CHARTS FOR ANCHOR MFES AND SPACING TYPICAL SECTION VIEWS HORIZONTAL BRACE STRAP PANELS MAY RUN CON77N000S BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VER77CALLY EXPLODED ASSEMBLY DETAIL 1 AND 4 ON SHEET 2 HEADER INSIDE MOUNT oW N HDR. AND SILL APPROVED AS SOUTH FLORIC BY PRODUCT C BUILDING CODE ACCEPTANCE NO. THE 199- ? V z R L J � S � / v N C 0 U, W P h x� x� w a� Lj d° Z 0 N w; >n n n O1 F W '4-1 i tj U U,W n ti .., a( °j h � •n U 1 I U IU GLASS• —�.; I SILL DETAILS 7, fO AND I I ON SHEET 2 INSIDE MOUNT oW N HDR. AND SILL APPROVED AS SOUTH FLORIC BY PRODUCT C BUILDING CODE ACCEPTANCE NO. THE 199- ? V z R L J � S � / v N C 0 U, W P h x� x� w a� Lj d° Z 0 N w; >n n n O1 F W A NCH 0 R S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 59.5 PSF 71.5 PSF ! 71.5 PSF 81.5 PSF 81.5 PSF ANCHORTYPE I DUI. _ 91.4 PSF TENSILE I SHEAR Poumw ONORETE comcmm m= PCumm CONCRETE ! CoNCRE7E su= POUREDCOl�RE,B ! CoNC8E188LOC}C P'OURE wawfE I CONCRETE BLOCK ANCHOR TYPE PANEL E.D. TENSILE SMEAR TENSILE SMEAR TENSILE SMEAR TENSILE SHEAR 7El131LE SHEAR TENSILE I SMEAR TENSILE NEAR I TENSILE I SMEAR STUD ANCHOR NOT USe"DeIIINN BLOCK 114- STUOANCNOR 112 "MIN. EMBEDMENT e � SS -SPAN 3" r 18 18" 18 ... 18 ... ;.. 18:' 18" 18" 18' ... ........ 14;... !! ..... .. : 18" 18• 18 18" ; .... ,..........� ... iG ... .. ........ .... :. - •" 78" 15...... 18" :. 18" 18" 18 18• �S ... i�;.... .... 14;.... .. ........ .... ........ ........ ... .. .................... 16' 13" 1T 10• 18" 18" .... 76;.... ..... ............ 18' 18' ; �...... . ....'IT........... 73 .... "'15' . .... .. 8' . . 1,14- SS-SPAN 3• 18` 18 .................. tg•. 1$"...... .........y ...... 18 14 18 18• 18" ......:.......... ................... ..... 18 11 "' 18" ! 18" i 18` 18' 16"..............x ......... .. ............... ......y ........ ....13• 18" 18" 1T 1s .. ... ... ... ............................... ... . . ........ .... ....... . .. ... ... ... ... 18• 18" . 1s 14" ... r 11K Sn8 NAILED STUD ANCHOR 1314 -MpN. EMBEDMENT 120" SPAN 3- 18" 18" .... ............................... 18" 14" 1T 1T 16' ........................... .. 1s 11 " "" 18• ....... . � .......:.......1 1T 14" 13" . fe.......... 1......12 8;...... 11 .............9�....... 16• if 12" 11" 14' 10' 11• 8'....... .... .............................. ...................... ....... . 14" .....1 ............. ....... ............:.................. 11" 10` .. ... .....��.... r. ........ r 1114" ! �► II �J ,IS " SLEEVE ANCHOR 1 114 MIN. EMBEDMENT 68"SPAN 3- ir 1 1 18" 18" .. 18 18i......T......yi;.... 18" fi...... ta'............ 18" 18• 1 ... ....... ... ......Ti ............. 18' 16" " 1$. 1C;.... �� :.....:. ......i��......_......yT....... I i:,.... 1 18" 1 » 18" �.... 14;.... 16, i4. fi ... ........................:...... ... ... ... ... ... 1e;; . .. I ys;; . io;.. 18" 1 ......i8 : ......:.......i2;...... ..18' . ..9' . 16" : 18" ...........:.......i;...... ..13, ......:.......9;,.. r 8r SPAN 3- 18' 18• j 18" 18" _....... 18" 14" 1T;........... ts. :........... ..._... ..............s.......-........ 18"" 10•... t 16" 11' 18' 1T 16" 18" :................. _.................:.......i .....: 18" 12 j 14" .................:... 7 18" 8;.......T......13 :.... .............. 18' 1s i 14` 15" � ...... it,.. 13» 11'...... ... ... ..t.....--..................... ..... 77;.. ....:.......r.....:......... ..:.... 18" 13` 13" 14" .....� ......:.......g; ......{.......... io;..... .....f Jr ......;.......r.......,......f ......:....... ....... r „14- I 1 120" SPAN 3" r „14- 18" 1s 4 ( t 1 16' ..................}.... ..............;.......:,V...... I 18" 11 13• 11 :................. «................. ............ I 1T T ! 11• 8'' 18" 12" ; 12' .......... ....... ;....... .. ........_............... ........ � ...... 16" 9" i 11 14" 6" I 9" ...r....... 16• 11" 10" 11` I„ 14 8" 9" $" ..12' . ...................... �! . ....... .... .... 14" 10` 9" 10" 12 .. T 8" ....... : ......... " ... .... .... 11, .. 5; . T � �i :.:: ,14- STEEL SLEEVED DRIVE ANCHOR I318-MIN. EMBEDMENT ® ,1s zAMacHAMMER DRIVE 1318 -IN1N. EMBEDMENT 88"SPAN r r „rte j 1 1 14" 18" ....... }........... ........... } ................. T..... I 18 1s.... 13" 1T 16" 13" t 11• 1Y 1 ...18" 1 18" ................}........ ......; ;.. 15" 16` .......... i;.... 14" 11• 10• 10;...... 1 18" I 10` �.... 14.......... ir...... T • .. ......fir .............i�;......1, .......8;.......• 9" .. 1e............ ..... ........8�".............��..... 11 9 T 8" 88"SPAN I 3- r I 18" 18" i 11" 18" ..... ..............................; ............. ............................... 14• 1s 10 13 . ........ :................� ......... :................ 13" 10' 9' 13" 1T 9" 1s :................. . ...... ...................... 12'... 12 ..... .......: 11• .................:.......... .........................;..... .... ....... . 9" ; T S• 1Y 1s 8" 13' ...... :. 10" . i'.......$.. .....7;.......!.......9;....... . ..:.. ....... . .... ... ... ..... i..... ............................... 9" 8" 6" T 10" 13" i T tY ..............i�;...... ..................... .... ....... ... 8" T 'I" "'- "6......... 6" 120" SPAN ' r I 2" „!4- �� 12" 15` S" 13° ... ... ... .... ................ I ......ta.. 17• T ....... .................:. 9• 8" C' T" 10" 13" T 11• ................- .......... .. ....... ...... 2 I .... ... ... 4 ... 8' 6" 1, s 8" 8" 11" 6" 10• i ... 4 ... T ...........:........... . T ...............e....... 8" 10` s 9• i .... ......................... 1. e............... J�... ...�.......4�.......:.......4�. .... VARIOUS HEAD TYPES � u ,J.1S�� ,1a " MASONRY SCREWS ,12 -MIN. EMBEDMENT 88"�AN 88"SPAN I 3' . _ ! 18 18" } 18' 18" .............................. ..................:.. I ...... ... I 18 18"..... 17- ��"..... ............ ; .. ................ I 18" 18' ; 16" 1Y 18` 18` ! 15" 18" j 18• 1s.... 13" 13"...... .......... .....:......................... .......: ..4; ....... 1T 14' j 1r 9" 18" 18" 16" 16" ... y ................. ; .... .............:................. ......�s 1s 14" 14" 18" 15- 13. io;.. .. 17- 18" 12 15" 1s 16' �i� :.....:.......i�.,...... ................:................. :.................:............ 14" 11" i 10" 8" 18" 18" 14' 1 T .......... 18" .....:..... 18" ... 13` ... ir...... ! ..i3;.. �;:. 9�....... ... 15" 18" 11" 13" .. .....4_..............14;..... .....�.... 9;....... fr 10• ! ....... " "'7' ................ 18" 18" 13" 15" .....�.... id; ...... i .....�i_.... i�;....... �4: ir' w ................. 8;. 14" 18" I 10" 12 .. ... ... ... .... ....-. .... ........ .. ..... 11 "' I r I1114" 3- r 1114- 12(r SPAN I 3- 1 15" 18" 11" 13` :........ i i 14 14" 10" 9"'• ................ 1 ................. tr 10" 9,; ....... T 13" 1T 1 9" 11" 11" 12......_.......8,; 8- ....... .......................... �......... ......:........ ........... i o• 8" � 7'' s•' 11" 15" } : 8" 10` i9' : ......:.......io;:..... �. ..7;.......;.......7;....... ......:... 9: .... �y ....... : ....... .......:........ Jam........ 10" 13" I T 9' ..�;,......:.......� ...... i.. .....s;;..............C;....... .....& ... ... �...... i ....... & .......:....... 4y....... r , 1!d (� —jr��• IM-2 x 7W, 12 DA MACHINE SCREW ANCHOR 718" MIN. EMBEDMENT S8- SPAN 3• 2112- r1Y 18" 18" 15" 18" .. ............................... i............................ ......................;........ 18" 18" 14" 18" ........ :...................... 18" 15;.............'3, 18" 18" 13" 18" 18• 18" 1r 15" :.............. : . ;.. 18" ... 18" 18" 12 18' ......:......... T ......................... 18• 17'.' 10" 13"' .... i�...... 9 ...............9....... 18" 18" 10" I ..��. .... ..i�.. .. ..�;.. .... .. ;j ......}....... 10;........ .....8;.......,.......8;....... 16` ..12;...... 88` SPAN 18" ; 1r 18' _ ................}... ....................T.......... 18" 18" 11" I 14' 18 1Y T' I 10• 9" 18" 18" t 10" 1s :................. }.. ............ 18" is 9" 12 !T ; 10" ; s" s• 18" 1T s" 13" .............................. 1 t ....... ..........:........ ... 1T 13" 6" to;.. } ..................... :. .. r 17 15" 4 ... .. f�� ..............12;... !....... }......... t3, .. 3, ....... ! .......5 : ................ 12 .... 211r r 120" SPAN 3` 18' 17- 9" 14" 1T 13' S" .......: .. ............................... ... .............:................. 1s 9; T T 16" 1s T 11" } ................. „.................,. .............. ' ........................� .................,.. ............................... 13` 7" : 6• 6" 14" 13" ! 6" 10" F " " " "' 11" 6" 5• 5„ 12 11" 6" ... ... ... .....;..... ... ... �i` ... 9 .. 1 s �s 6" T......., .......:.......4: 9" .... T 2 U2- r WOOD APPLICATIONS 59.5 PSF ! 71.5 PSF 81.5 PSF 91.4 PSF ANCHORTYPE I DUI. SPAN TENSILE I SHEAR I TENSILE SMEAR TENSILE I SHEAR I TENSILE SHEAR BRASS WOOD Bt 8NG ,• PENETRATgN BITE M" 114-20 e8 -SPAN 18 16" ....1................. 1S" 1r 18" 9' I ......12 18" i0' ............. ... I 18" s ....... . ...... .. .. 14 ........ 1r 18" 9" ...... �. . ;r ....... f4...... 1s ... ..18" 8" . ......................... . . SS -SPAN 120 SPAN ff:z1m1z1=vvw> WOOD LAGS 1`MWIML41E118EDNENT 1kt- S8• SPAN 1 1 18" 13;...... :............... 16 9'' 1 14" ....... ; ......:.......1;�...... ........... ....:.......8,.............�i� t' 13 18" 1 ..... . 16' ....... ...r.. .. 1 11 i4. ... ........ j 10' "8' S8"SPAN 120 SPAN 5Mr SS- SPAN 18" 24" 14 ... 12 .... .. ... 18• 18" : 20" .... 18' .... i6 ... I ........... 18" 18" ... i4;.... . .....Te........ ................. 18" 18" . .... :..ir...... ...... . . . Br SPAN 120 SPAN 318" Sr SPAN 18" 24" ................ 18" 23• 1T 18" 24 ......-... ;................ 18" 19"' 18" 14" 18" - 22 .... .............:......................... 18" 1r } ................. 16" 1r I 18" 20" 19' ..i�'`` ... ... .... "14' : I1'" Sr 88 -ePAN 120 SAN 7n8 I e8- SPAN 18" 24" -.-- ....... }...... Z...... ......� ......:...... 24;...... IV 19' ......fir......:......;...... 1r .. ............17;.............�s; ......� .........- -- Vii...... ......:.......is...... 1mrspm 120 SPAN NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM ,EMSEOMENT IS FROM MOUNTING SURFACE, EXCLUDING BRICK PAVERS AND CERAMIC TILES. APPROVED AS YI • THE SOUTH FLORID I I CODE [�� DAT �y 1 y� BY �•." `x'�,, , PRO R DIVISION RO�E$'P. yuv�OUR, PE BUILDING CODE COMPLIANCE OFFICE E.0 . QQ(� 24 ACCEPTANCE NO 95-1ZZD -63 PA'11S' El1G1f1EEPIPIG, t� ,M IL U Z Z � � � w 5 N L1 0 n n ur J T v� wg a a do' � ;,j w 5 ul a n a n W A N C H 0 R ANCHOR SPACING VS DESIGN PRESSURE 1 _To4Sm_E 59.6 PSF 71.5 PSF 71.5 PSF 91.4 PSF ANCHOR TIM 81.5 PSF T 91.4 PSF SHEAR TENSILE j SHEAR 1 TENSILE POURED coucpzm I CO WAM NOW— POURED COMCPM CO CK Foulm CO wa&W I CONCRETE gao= POURED CONCRETE 1 11 ANCHORTYPE j PANEL 1 E.D. TENSILE SHEAR I TENSILE I SHEAR TENSILE SHEAR i TENSILE I SHEAR TENSILE SHEAR I TENSILE SHEAR TENSILE I SHEAR I TENSILE SHEAR 13" v is" 1T WA WA is" 14" N/A N/A 13" 12* N/A N/A 12" 11" NIA WA ........ 10" 7" 131 L1 ....... ........ ............................... ............................... 15" ................ ................. Zr ................. ................. .................. I ................. ................. 9" ................. I ........... ...... ................................... r ........... 144-SPAN 16" ................. 12' NZA WA 13" 10. NIA N/A 12" 9" N/A WA i(r a" WA WA IW STUD ANCHOR 13" J ................. .. ................. ................ ................. ................................... ........... ................. .................................... ................. ................. 11w 112" MIN. EMBEDMENT S" WA WA 12" 7' N/A 8" WA WA 9* 5" WA N/A is* IS- 14" 13" 17" 17" ir Ill 15" is- icr 9• 13" 13* 9. 14,r SPAN ................................. Is" is ....... ........................ T ................. ............ 15" .... 12, .... ............................... 1 icr ................. 13" ..........1.. ........ ............. 9. 7" ............... 12" ..............I.............. lo" Er sm a NAILED STUD ANCHOR ................ ................. .................. ................. ................. ............. ............. ... .................. I ................. ......... ................. ........ ............................ ....... ............ ..................... 11w 1314-MIN. EMBEDMENT 1 16" ic• ill s" 14- 9" 12" a" 5" ill 7" 7- 4r r is- 2- 12" 13" 15" icr icr Ill 13" 9. 9. 9" 12" a" a" �y 11 ( ............................ ................. ................. ....................................................................... ................. ..................................................... ................................... ................. vi 14,r SPAN r 16" 91 ill 13" 7" 9" ir 6" 8* 7" 1(r 6" 7" 6" IwSLEEVEANCHOR ................. ................. ................. ................. ................. ............. .................................. '* ... *"******"** ................. t****..* .......... ................. .. ................. ................................... ............... : I lAr MON. EMBEDMENT Im- le 6" 9" 6• ir 5" 8* 5" 10• 5. 7' 5" 6" 4" 3" lcr 14" a" 12" 8" ill 6- 10" r lc• 6• 9" 5- Er 144` SPAN I r • ................................... 9* icr ................................... 7' a" ................. ................. 7" a" .................................... S" 7" ................. 7" ................. 7' ................. ................. 5" 6• .......................... 6" ......... 6" ................................... 4" 6" 114' STEEL SLEEVED DRIVE ANCHOR ................. ................. ................. ................. ..................................................... ................. ................. ..................................................... ................................... ................. ................. 1 318r MIN. EMBEDMENT 11w i 8" 7" 6" 6" 7" 6" 5" 51 6• 5" j 4• 4* 5* Ir 4' 3" 10r 13* 7- 8" lcr 6" 9" 7' 9" 5' 8* 6" a" 4" 14411 SPAN z- 9' 9* ................................... 6' ................. 7" 5" 7" ............... ir ........... 7" ..................... ................. 4" 6" ........... ........ 6" 6" ............ ................. 5" 1W ZAMAC HAMMER DRIVE ................... .................................. ................. ..................................................... ................................... ................................... ................. .................................... ................. 13M*IMN. EMBEDMENT 6" 5" 6" 1 61 51 51 6" 51 4" 4r 4" IV 3- 13• 17' . 9 14" 8" 9" 91 12, 7" er Ill 6" 7" ? ................. ................. ................. ................. ................. ................. ................................... ................. ................. ..................... ................. i"' SPAN 11" Ir 9" lo" r r 9. 6* 5- 1W1%AS0NWSCRM(VARX=WAM 112` MIN. EMBEDMENT 1114-. ................. lc• .................................... a" 7' 6" ............................... 9" r ................................... 6- 5" .... ................................................ 7" ................. 4" ............... T 5" 1 5" 47 16. is, 1 7' 11• 13- 12" 9" 111 Ill 5" Ir icr 9" 5" 7" ........................ ........... .................. ; ................. ................. ................. ................. ................. ................. ................. ................. ................. ................................... : ................. I SPAN 21a- 14" ill 7" B" 12' 9" i 6- 71 lcr 5" 6" 9* 7" Ir 5" IW20 x 7fir, '112' DIA ...................................... ................. ................................... ................. ................. ................. ................. ................. ...................................................... ................. MACHINE SCREW ANCHOR r 13* 7" B" 10* 6" 5" 5" 9" I 5" 4• 4' 5" 4* 4" WOOD APPLICATIONS 1 _To4Sm_E 594 PSF 1 71.5 PSF 81.6 PSF 1 91.4 PSF ANCHOR TIM SPAN 1 SPAN T smEm TENSILE SHEAR TENSILE j SHEAR 1 TENSILE I SHEAR BRASS WOOD BUSHING 144" SPAN 114-20 15" 61 13" 6" Is* 13" 8" ill 6" 10, 6" I S. ............ 15" ................. 11 ................. 13" ................. l(r ................. ill 8" ........ 10" 7" 131 L1 14-r SPAN is" l4l 15" ................. Zr ................. 13" • ................................... 10" 12' ................. 9" 318' WOOF LAGS (VARIOUS HEADS) ................. ........... ................. ................. .................. ..... ................. ................. 7116" 1" MINIMUM EMBEDMENT lir Is" 20- lIr is" 14' 13" J NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS FRCM MOUNTING SURFACE, EXCLUOING ,BRICK PAVERS AND CERAMIC TILES. t 1XI WITH TK APPROVED AS A So M17 FLOR41D DE BAT 166 BY P 5OUCT D IS*:ON RODUCT suiLmr. CODE CoMpUANCE OFFICE ROBE kf, O. GW*-j �PE 71::I.L - A ACCEPTANCE NO-- a rd ry ai .9 am C9 ry 0 ta u; In Z-n z 0 u w to tq W C . o sw )C53` a . 3 _ d 0 Q k N ar q k a O V i r-1 2 5ioQi'l MAEL.5 F0200 t'1QS. 1- iJS'C�� 1 LL tJ .rC, to3 ST M-cPhoftES. SCALE: APPROVED BY: DRAWN BY DATE: REVISED MAQc.0 ML) CL's a o DRAWING NUMBER Metal Tech., Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES :APR 0 4 1q q NOTICE OF ACCEPTAN E: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval', or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) 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 purposes. 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 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 copies need not be resealed by the engineer. 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, 2(a) through 2(c) and this last page 3. Items 10 11 & 12 listed below only apply glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion. or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four(4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced En eftrw(o-, Chapter 36 of the South Florida Building Code. Or an- Plans Examiner II Product Control Division -3- END OF THIS ACCEPTANCE . Metal Tech., Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED APR 0 4 1996 EXPIRES APR 0 4 1999 7. TESTS PERFORMED TEST uVcTrn gre. TEST TEST LOAD DESIGN LOAD Deflection ARGE MISSILE IMPACT TEST SATISFACTORY Max„ . SFBC PA 201 -94 CTC 95 -042 2- 3/4" CYCLIC WIND PRESSURE TEST +120.0 PSF +92.0 PSF FBC PA 203 -94 POSITIVE CTC 95 -042 CTC 95 -042 YCLIC WIND PRESSURE TEST -195.0 PSF -150.0 PSF SFBC PA 203 -94 NEGATIVE CTC 95 -042 CTC 95 -042 UNIFORM STATIC AIR PRESSURE TEST +109.0 PSF +73.0 PSF Max. @ FBC PA 202 -94 POSITIVE CTC 95-042 CTC 95 -042 Design IFORM STATIC AIR PRESSURE TEST -96.20 PSF -64.0 PSF FBC PA 202 -94 NEGATIVE CTC 95 -042 CTC 95 -042 DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 5015 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 (1) Uniform Static Air Pressure Test per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6, dated December 6, 1995, signed and sealed by Christopher Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, Sheets 1 thru 6 of 6, prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 8.3 Material certification: 8.3.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 8.3.2 Mill Certified Inspection Report: Certification Code No. 6405, Laboratory No. 95 -05 -345, Page 1 of 1, dated 05111195, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, P es 1 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Mo r . OrlakadeBlando, P.E. - Plans Examiner II Product Control Division -2c- LOCATION A66 N. E. 103rd Street '�'� ��' ` � fa - /n. S. GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE P AID RECEIPT ol NUMBER olelfegQ 1,1,atl 1940 . 1941 r Ni �^ AA� 1942 y � 1943 • 1944 /f - s� i� ,o Agta .1845 Lo OG7 d f'1/ , 1946 O S 1947 , ®� 1948 /07-00, i, .. 1949 1950 F-77 4, ve annual t= period toed aanount paid date pL d receipt � z IENK A � I I I . IT • •• is • :a +� F ol F i a �1 ..:..r W .► rr.+ � rl DESCRIPTION OF WORK NUMBER OF Outlets Motors Receptacles Generators Stoves Water Heaters Signs Billboards Other Apparatus Permit Fee This Permit is granted upon the express condition that all facts Mated in the Application are true d t +rise construction complies strictly With the plans and speacifirm tons, submitted and are in accordance with the Electrical Laws of the State of Florida and with the Electrical Ordinance ash of Miami Shores Villaw and the, rules sAd regulations of the Electrical Department of Miami Shores Village: This Permit nay be oked at am^y utxne upon the violation of` y provisions of said laws, ordinances, or rules and regulation , or u aa�sy c1w itai., pl nd s pecifi Lions unauthorised by IV lay Pertinent. - �,12ieet�i.�tl kr�ctbY. its consideration of the issuance to me of the faregoinjk Electrical Permit i hereby AGrea to dss the proposed co str ction in sty + formitq r state of Floridan A" Ordinances and. Codes of � Shores s #1 l 19 1 b �F �' .. ..._"'�ie�`°'"?t. �.'- ,�. �';vi =� ;�"�1Y.��",Y� �vuC:n � „ ..,�... x B'�''., • . '.� .� . � „_� ..A. ,, aKs ...�,.«:L�.x...,�..`a`6.. sod in t~csnsplana with all provisicr�r►a of all Electrical I ham of the all arples d:, ,regulations of the cal Department . DESCRIPTION OF WORK NUMBER OF Outlets Motors Receptacles Generators Stoves Water Heaters Signs Billboards Other ara s Permit Fee This Pere is granted ,upon the vxpftu condition than all f is stated in the Application are "e and that id ,per" annd s ic�dons stdamitte � art io �r� with .the Electrical saws of the Mate of Florida and w 1► iSw.. f C.*i....b . S3Si #:.we. --A ;..,A, s c w.lxaID ..w . -T A.— i^Em:—..--.. -- _. III —! C*L i7Sii= e•; F `�1F d ]Aj1 i tr K 1 t i Ey9 Fifi u,t DESCRIPTION OF BUILDING FRONT DEPTH HEIGHT STORIES TYPE OF JOJWTRUCTION BUILDING. TO SE USED FOR HOOF COST OF BUILDING .PERMIT FEE. mrt` .1$ . .p..1 rL"rfF. n ow MAN MIAMI SHORES VILLAG --', PERMIT Office of Electrical Inspector No. CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed by for. owner, and occupied has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater .watts Power: Connected load H. P. Space Heaters watts Other Apparatus ELECTRICAL INSPECTOR. BUILDING ❑ ELECTRICAL ❑ PLUMBING ROOFING ❑ Owner of Building Architect Contractor or Builder Legal Lot Description — MIAMI SHORES VILLAGE, FLORIDA DATE_ 195 'y PERMIT N° 7264 Contractor's License No. , Work to be performed under this Permit AA r d' Suhdi- Bl. _ vision Address of Value of Amount of Building `" "l'" — Project $ Permit $ 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 ordinances 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 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 th tatements or specifications and that he assumes responsibility for work done by his agents, servants or employees. f Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume,- rpponsibility for all work done by either, myself, my agent, servant or employee. jt CONTR CTOR OR BUILDE BY AUTHORITY 1 6y V GENT RAL CONDITI0NS 1 :01 - General conditions governing each specification shall be those adopted by the American Institute of Architects. 1 :02 - Each c;ontxractor shall cooperate with all other Contractors engaged in work on the building to the end that unity of .action will facilitate the orderly progress of the work. 1 :03 - The General Contractor will procure and pay for general building permit;. Special permits shall be taken out and paid for by Contractor for such work. 1 :04 - Each Contractor shall remove froin time to time all rubbish left by himselfr or his sub - contractors and keep premises clean and tidy at all times. 1 :05 - All regzirements of local and state ordinances and regu- lations to building and preservation of public health and safety shall be observed by all contractors. 1 :06 - The lines and levels for Building shall be furnished by General Contractor and shall be protected at all times. 1 :07 - Cash Allowandes: Finish Hardware - - - - - - 160.00 Lighting Fixtures - - - - - 60.00 Liedicine Cabinets - - - - - 30.00 Cast Stone kantel - - - - - 35.00 EXCAVATION 2 :01 - This Contractor shall do all necessary excavation for footings, pipes, etc., unless otherwise specified, to depth shown on drawings. 2 :02 - Contractor shall do all filling and back filling around all walls. Contractor shall grade property to levels shown on' drawings. CONCRETE 3:01 - Concrete shall consist of 1: 2 -1/2 : 3 -3/4 mixture using clean, sharp sand, clean rock to pass through a 1 -1/2" ring and �r approved Portland cement. -1- F' �f I -�;. b' 1 V h T l U v iS:+J i.i/1L1r lsL kui, GE1,iE E. BATLIS ARCHITECT. 3 :02 -Steel must be clean and free from rust, scale, grease, and other impediments that will cause corrosion and tend to break a perfect bond wi.t�iconcrete. w 3 :03 - .Contractor shall furnish all the lumber for and erect all forms of every description required for the concrete work in this contract. 3:04 - All finished cement floors shall be left flush and smooth with proper pitch and at least one inch full finish, care to be taken to pitch to drain mater efficiently. 3 :05 - All steel shall be placed in the forms according to the Instructions given in the working drawings. 3:06 - Lintels and belt course beams to be of sizes shown in details. 3:07 - Bath room floor slabs to be poured 3" thick on wood form- ing, kept down 1 -1/2" to allow foi, tile. YA301"Ry 4:01 - All concrete blocks shall be Underwriterts approved. All mason materials such as cement brick, red brick, flue lining, and firebrick are to be of approved quality. 4:02 - All mortar for masonry work to be 1 part Portland cerient to 3 parts clean, sharp sand, tempered with not move than 15,' lime. 4:03 - Mason shall leave all chases and openings required by the other contractors for accommodation of their work and he shall build in all inserts, sleeves, etc., required for the passage of pipe, ducts, conduits, etc. CARPS 1iT3Y AliD 1, 5:01 I. Qr I; 5:01 - All rough lumber throughout shall be nevi, thoroughly dried, �In general studs are to be 2" x 4 ", other lur:iber of sizes shown. Double joists under partitions, mnd cross - bridge all floor joists with 1" x 3" strips, using, one row between bearings 12 ft. and under, and two rows for spans over 12 ft. Creosote ends of all timbers coming into contact with rasonry. ,5 :02 - Furring strips shall be 1" x 2" - 16" on centers, or 2" x Ott as sh vnl on drawings and shall be ,Y2 cypress. 5:03 - Sub -floor shall be 1" x 8" #2 Common Yellow pine sheath- ing laid diagonally. Roof sheathing shall be 1" r 6" T & G -29' J2 Yellow Pine sheathing- Sheathing shall be full nailed, laid at right angles to supports, and left in perfect condition to receive roofing. 5:04 - Door frames shall be of solid heart cypress, rebated for solid doors and screen doors, with exterior brick mold, and interior trim mold to match interior doors. 5:05 - 'i:ood base and interior trim shall be as shown on detail and shall be If #1 poplar. 5:06 - Kitchen cabinets shall be of #1 grade poplar as shown on details, with plywood doors. 5 :07 - Provide in each closet 12" shelves, shoe racks, clothes rods and hooks. STEEL SASH 6:01 - All steel shsh shall be of size as called for on drawings. Sash shall be Bliss as manufactured by Bliss Steel Products Co. with Getty adjusters and bronze screens with 18 mesh copper cloth. 6:02 - All exterior windows and door frames shall be tightly caulked with approved caulking commound, from both sides before finish work is applied, with Chamberlin" or equal compound. V OOD A-ND LINOLEUM FLOORS 7 :01 - All oak floors as shown on plans to be 1" x 3" `i' &- G, blind nailed and forced tight. of felt between sub -floor and fi #ish floors, sanded and filled and have two coats of shell s e 1 eet --cw-- oak, Apply one layer Oak floors to be ac and waxed. 7 :02 = Linoleum floors in Kitchen to be standard gauge inlaid over �2 pine floor and 2 layers of ly felt. felt and linoleum to be secured with linoleum paste as recommended by the manu- facturer. 7:03 - Final payment shall not be made to this sub- contractor until approval of his vvrk is given by the Owner. PLASTER AND 'STUCCO 6 :01 - All walls receiving the wainscoting shall be lathed to a height of 416" above floors and tubs with 20 gauge Clinton cloth. Use this lath in all other places where metal lath is called for. All other lath to be sound plain rock lath, secure- ly nailed, four nails at each bearing. 8 :02 - Interior walls and ceilings shall be plastered 2 coats of hard wall plaster, second coat screened and trowelled to -3- finish according to samples approved by the Owner. Finish coat to have integral coloring. 6:03 fxcement stucco cusing approved proved"SEX," apecificae coats of cement for waterproofing. P'AI'NING 9 :01 - All interior and exterior painting shall be 3 coat work using Benj. Y:oore's or other approved paints and varnishes. This is to be according to the selection of the Owner for ap- plication and color. 9 ;02 - Exterior stucco exposed blotk shall be coats of .approved water samples. GLAZING __._.__.._....- 10:01 - All sash and doors are sashbe glazed with h.L.S•A glass, using gla7ing clips and TILE + ORK 11 :01 - Baths #1 and 2 to have 44" square glazed the wain- scots 416" high generally and 6'0't over tub and in shover. Tile to finish flusBorderspandtcps toobesasoselectedsbyare matt glazed tile. Ovrner. Each bath to have six accessories in color. 11 :02 - kitchen to have 4 -1/4" square glazed file drainboard, back, and ends. 11 :03 - Window sills tllooughout house to be 6" bullnosed N 5t 'V tile. C�laxtd 11:04 - Front stoop and screened porchp including steps and risers to be quarry tile in patterns as selected by Owner. 11.05 - Hearth to be 4" x 4" plain l-aience tile, to finish flush with finish floor. R 0 01 LZ A Ii l) SHEET KET AL 12:01 - All metal drips to be Toncan metal. All valleys and flashing to be 16 oz. copper. 12 :02 - All roof surfaces to be covered with one layer of 30# felt and one 90ff slate surfaced f'oofing nailed, tagged and mopped, Cover all sloping roof surfaces with vrhite interlobkithe Geffen shingle tile k-novin as "Topsall" tile, as supplied y Roofing Co. -4- 12 :03 - All flat roof surfaces to have 4 -ply built up and gravel roofing, with special Tonean drip as shown on detsils. 12 :04 - Roofer shall furnish written guarantee against all de- fects in wo- kmanship, material and installation for a perioe of two years after completion of his work. 13:01 - 16irLig shall be installed in thin wall tubing according to Code. lio wires shall be smaller than i�14 B & S guage. All wire installed in floor slabs shall be lead Qovered. 13 :02 - ,. eceptacles shall be, of citz�lex type, Bryant, Hubbell or equal. All switches shall be toggle type. Bakelite plates on all receptacles and switches except kitchen and bathroom, which shall be chromium. 13:03 - Service shall come in aerial from Florida Power & Light Cotnpany;s line, service shall be 60 amp. with 3 #4 R.C. wires in 11 conduit to panel with 60 amp. maid switch, 50 ar�p. range cut out and six 15 amp, branch circuits* 13:04 - Radio outlet shall be furnished with separate power re- ceptacles in combination, attached to 180 feet of aerial wire in attic space, separate circuit. 13:05 - Install conduit to telephone locations from exterior walls of house as directed and approved by telephone company. The wiring shall come from company's line to main meter board in garage opened to allow connection to lightining arrester and then to telephone locations in house. Conduit to suitable ground for this wiring. 13:06 - Install bells and buzzers, "Tu -call" type. 13:07 - Fixtures to be furnis.Lned under an allowance and hung by this Contractor. 13 :08 - Electrician shall furnish written guarantee against all defects in woi}manship, material and installation for a period of two years after completion of his viork. PLMO I N G 14 :01 - This section shall include a complete plibnbing system as shown and described on drawings starting with conditions as they now exist, and furnishing and installing all cold water lines, plumbing fixtures, sewage disposal, system, including septic tank and drain field, hot water lines and supply, includ- ing 82 gallon solar water heater complete. -5- 14:02 - All costs, fees, deposits, etc., pertaining in any way to the complete installation shall be paid by this Contractor, and he shall ascertain before entering his bid whether any conditions not shovrn on the dranings or specifications, but required by the Code of the City of ",p_mi, woulc.rkuire additional expenditure above what is called for by these plans or specifications, and shall so state in his bid. 14:03 - Plumber shall i'urnish written_ guarantee against all de- fects in workmanship, material and installation for a period of two years after completion of his vork. 14:04 - Plumbirng fixture schedule: ( Standard fixtures) BATE #1 P- 2215 -K_ 51 Ahite Master Pembroke tub fitted with. L -73 tub and shower fitting, B -428 - lit' Pop -up waste and 51 c.p. recess rod and pins, less curtdn. Lavatory: F -115 S T conr)anton, complete as shmyn and described. closet: White Cadet closet fitted with 4600 plain_ color seat and cover, c.p. angle stop and flange— package. BATH #2 V Shower: g,-j _5 cp. 2 valve shower u cam. Universal sn ower streiner 38't c.p. recess rod and pins. Lavatory: P -3905 - M 19 x. III V:hite Shelvon lavatory complete with 1 "' C.P. 17 ga. P trap. Closet: F -2100 White Cadet closet with X600 plain color seat and cover complete as in Bath Kitchen Sink: P -7021 - 30 x 20 White Acid resisting sink with B -089 strainer, F; -906 5 faucet and 11" c.p. 1.7 ga. P trap. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT PermitNo ------- --------------------------- Date-------------- ------------------- - -- - --- —'/ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address ------------ Registered Architect and /or Engineer Employing Electrician's Name ----------- Location and Legal Description Lot --------------------------------- -- � -------------- - - - - -- Block------------ ---- -- ------ - - - - -- Subdivision---------------------- ----- `+°-.�'��i Street and Number where work is to be performed—No ------------------------------- __—_, ___ _ Street -------------- _ ------------- — ___— _-- ___ --------- _ State work to be performed and purpose of building (By Floors)--------------- ---------------------- _----------------------------------------------------------- New Building ------------------- --------------- Remodeling ---------------------------- Addition--- --- ---- ---- ------ -- - - -- Repairs ------------------------------ No. of Stories---------- - - - - -- Service Overhead Size Feeders___________ _ _ _ __ Conduit ---------------- Main Sw --------------------- Amps. Underground Type of Installation— Conduit___ _____________ Tubing ---------------- B.X.L ---------------- Metal Moulding Main Fuses -------------- L� ---- Amps. Amountof Permit $--------------------------------------- ---- --------------------- - - - - -- (Signed) ------------------------- -- - - - - -- ----------------------------------------- ---------- Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) ---------------------------------------------------------------------------------------- Master Electrican. STATE OF FLORIDA, COUNTY OF DADE. i ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared --------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the________ ________________________ ______ ____________ ____ __ _____ __ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ----------------------------- -- --- ----- ---- -------- - -- - - -- --------------------------------------------------------------- My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP OUTLETS OUTLETS RECE'P'T'S NO.LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER TOTAL CONTR. LIST CHECK ENT. SW. D l ST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1 -5 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK Service Overhead Size Feeders___________ _ _ _ __ Conduit ---------------- Main Sw --------------------- Amps. Underground Type of Installation— Conduit___ _____________ Tubing ---------------- B.X.L ---------------- Metal Moulding Main Fuses -------------- L� ---- Amps. Amountof Permit $--------------------------------------- ---- --------------------- - - - - -- (Signed) ------------------------- -- - - - - -- ----------------------------------------- ---------- Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) ---------------------------------------------------------------------------------------- Master Electrican. STATE OF FLORIDA, COUNTY OF DADE. i ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared --------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the________ ________________________ ______ ____________ ____ __ _____ __ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ----------------------------- -- --- ----- ---- -------- - -- - - -- --------------------------------------------------------------- My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. iiami =fbores'=illage F L O R I D A APPLICATION FOR ELECTRICAL PERMIT Application is hereby made for issuance of permit for electrical installation as described below, and for inspection of same after installation: Date 193 Owner r ,- Address Building Contractor �•� " d Ct 4 / ° - Electrical Contractor Location of proposed work: LotBlock I J _ Subdivision`'�� Building: Old or new " Number of stories Used as -00` - +-- g!�.�..e..P,. Description of proposed work -- Details of proposed work: Number of Motors H. P. Volts Amps. Phase OUTLETS MOTORS RECEPTACLES GENERATORS STOVES WATER WTERS SIGNS BILLBOARDS OTHER APPARATUS FLOOR NUMBER OF SIZES OF INSULATION OPEN OR CONCEAL'D NUMBER OF CIRCUITS OUTLETS MOTOR GEN. MAIN SUB BRANCH Basement First Second Third Fourth Other Floors Additional Information Signature of A Address (if other than owner or contractor) (SPACE BELOW FOR INSPECTOR'S USE ONLYt, U /y p Work begun Inspected / . Work finished Final inspection Inspector 14 o C c rc 4- el I, e�, 16 tiff IC vp%* NVAY m => 111,9 1 / 4::% ` PERMIT APPLICATION FOR MIAMI SHORES 'VILLAGE Date 5-28-99 Job Address 16 6 N. E. 1 0 3 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Karen Housted C44LA 5FA e C1 Master,Perinit # 0 0 Owner's Address 166 N.E. 103 Street Miami Shores Phone 757 -1730 Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho SS# phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Bonding Company Address 6. Mortgagor Address Permlt Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRUMON Tear off of roof to wood deck, tin cap 301b. ASTM as per building code, install galvanizedeave drip and va ey metals w?Tere requtred, atop on with type III asphalt one layer of 901b. ASTM felt, install Spanish S Clay Santa Fe co ort ru i e with adhesive toam setting Square Ft •.. 2 0 s q . Estimated Cost (value) $ 8 , 0 0 0.0 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating eonstructi'on in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I. certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable dignat6f construction an zoning. Furthermore, I authorize the above -named contractor to do the work stated wner and/or Con do President Date Signature of Contractor or Owner - Builder Date Notary as to Own and/or Condo Presi t Date My Commission Expires: j••,, t�AARy1Atl HERNANDEZ P - ' MY COMMOK N O CC 880474 EXPIRES: QctobaP 10 1•r 8F b;`' Bonded Thru Notary Pubic Notary as to Contr ctor or Owner - Builder Date My Commission Expires "•n �YCOU HERNMDEZ MY COMMISSION M CC 880474 EXPIRES: 0CWbar 10 2001 ' " ' ' . • Bonded Thru Notary Pubic Un FEES: PERMIT l A RADON C.C.F. q + S 0 NOTARY BOND 3QQ 8' 0 TOTAL DUF3.9•�''; APPROVED: Zoning Building t I Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date O!1 11219tx Job Address-166 05 10-S 5T. Tax Folio Legal Descriptions 7 Owner Lessee / Tenan AJS�t Master Permit # Owner's Address �eV �J , G . tOS_CaEIE--i Phone 1?0 Contracting Co. C VAQ-MS Address V190 VTO -.606 Qualifier -C -.'"T SS# --- Phone State #-gt C.tlOMJMunicipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN ` WORK DESCRIPTION ,I)Cv.J I-T A- SE;�7C- to r-AJ S'PLa §Manz& \'-st-TIA Square Ft. Estimated Cost(value) ycS'c°Ja WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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.zon'ng. Furthermore, I_ author' a the ve-pnamed contractor to do the work stat �-� A 7f Si to of owner and /or Condo President S ture of Contra or r Owner - Builder D7 e 3_),7 -2C . 4:L A ` R Notary as to Owner ajnd /or Condo President Notary as to Contracts p i�er My Commission Expires' C 11055�47 My O 1 a ?bO% rMfARy 44 r j fi� G SANDRA M I�o�a�1�: EXPIRES MAY 19.2000 COMMISSION NUMLEo- r ?F s<qM COti MIS a; N E -112. FEES C . C -F. X..SU NOTARY ,J=A D TOTAL DUE S. APPROVED: Fire Other Zoning Building_ Electrical Mechanical Plumbing Engineering i PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date J _ t � � .. d3 ; Tax Folio Legal Dewription Historically Designated Yes No c --r= ff ` /Tenant 14 �, Q i k J�TEb Master Permit # f (v �T Owner's Address U LO Ni • C= ®b Phi one Ly'§j- jaS§aQ ; Conlrac Ling Co. �= '4� �r -r 15 CL- JC. Address t rl I CO tJ.C- a ' tom i iC d M^Q -n q SS# ! Phorie 4MO State # C o0 o ( Municipal # Competency# 1W. CID. ArdhiUsrt/En�ioeer Address Bonding Cowpwy Address Mottgag Address Permit TMw (circle one): B0 LDIN ELECTRICAL LUMBING MECHANICAL ROOFING PAVING FE CE i 14N WORK DESCRI]MON �JP 17 k4' seEX- i® L,Ai c-4L%r SAMEM �kfia tilt 4 Qo Square Ft Estimated Cost (value) 15 00 00 WANG TO OWNER: I' YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAIL . TO 00: 90 MAY RESULT IN YOUR PAi�TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTABNI Itil0NIC *G, CONSULT WITH YOUR NDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OV CO MZNCEWM.) Application is hereby made; to obtain a permit to do work and installation as indicated above, and on the attached (if app le). I certify that all work will be ormed to meet the standards of all laws regulating construction in this jurisdiction. I u , aid that sus permits are required for ELEt TRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I der* that all the foregoing information is accurate and that all work will be dome in oampliaboolwith an Applicable laws regulatin oicti zoning. Furthermore, I authorize the above -named contractor to do the work r{ Sign of or ondc� President Date Si Contrrtctor . -0 - Date N .. as to Owner and/or Cdo President Date Notary as to Contractor or Owner ate C - My Commission Expires: MY I�aAL NOTARY REAL P%'y 0 r <e SAND" M MONTI4L app `} ; Ct19Y4Ft $tON NUAAOER OF `� Q Mt' COMMISSION -EXP � A1J4 !� tptf3 I' FEES: PERMIT s RADON C.C.F. NOTARY TOTAL DUE 9 r APPROVED: Zming Building Elm j' Mecnical Plumbing Engipeering t- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1.1 -f Q � Job Address � � ! G . I,Q 3 gr Tax Folio Legal Description ljoi 4 4 6 1,4 at le' a i 3 Historically Designated: Yes No Afniwv4p P70 Owner/Lessee / Tenant , �,� N y ku D Master Permit # owner's Address 16b N'I6 10--5 6T . N 1 A m i `ito 4,6< Phone "77' 1-7 36 Contracting Co. d xy real —ee) GC (1 Address Qualifier _ °dah h A 4 ha.S SS# Phone `d -7 216. State # Municipal # Competency # JjkSg Ins. Co. -AMF als �v Architect/Engineer Address G'1$un`TY Banding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING ` MECHANICAL ROOFING PAVING FENCE SIGN P WORK DESCRIPTION �1 t ,�A C.L. 1 eru Estimated Cost (value) %�,Q WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby madeto obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Si a e of owner d/or Condo–President Date i tore of Contr for or Owner - Builder Date i r ODER t 'Y EL or y of t�nEMP s`3 i Date N a., to t63Qaa�61 ate d By Service Ins lid: By Service I4 m pustii '' . n, CC534717 0. CC534717 Known l 1 Odle L96 t Teen Iy Knew. t 1 Odle L FEES: PERMIT RADON C.C.F._, NOTARY TOTAL DUE APPROVED'. Zoning Building /oI- �1 Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FM M AMI SHORES VILLAGE Date 7, Job Address / (L' �? ,fib j C? �� TAXFolio Legal Description , t Historically Designated: Yes No Owner/Lessee / Tenant _ 1�C3�1 t°n T 115 Master Permit # r 7 Owner's Address 1(a(D 1 03 S-1- Phi -10 -- i -730 Contacting Co. T4ee17 Address /7� � •�Gll�s*�!%_,e Qualifies I 001, ,. SS# Phone C -�'1 • r State # Municipal # Competency # �28� 7` Ins. Co. ArcNtect/Engineer ------ - Address Boding Company -- Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION T Square Ft � 5cy�- % - Estimated Cost (value) f ' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I.certify that all the foregoing information is accurate and that work wi done in li with all applicable laws regulating nstruction d zoning. Furthermore, ;I authorize the above -named actor to ign e f owner an or ondo President Date Signatur or - Builder Date as to 04her and/or Condo President Date Notary as to Con actor or Owner- Builder Date My Commission Expires: My Commission Expires: OFFICIAL NOTARY OFFICIAL Ni9ThR S L LESLEY MORAN Y PJ�OP.AN STATE OF FLORID NOTARY PUBLIC STATE OF FLORI�teN NO. CC493586 COMMISSION NO. CC495586 N EXP. SETT 14,1999 MY COMMISSION EXP. SEPT 14,1999 �. ��� FEES: PERMIT � RADON C.C.F. + NOTARY BOND TOTAL DUE, APPROVED: Zoning Building / Electrical Mechanical Plumbing Engineering BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: t305) 756 8972 Permit No. PERMIT APPLICATION �Op, Master Permit No. FBC 2004 w \11� MAY " 0 2007 Permit Type: PAINT PERMIT ,,, ^I Owner's Name (Fee Simple Titleholder) .0 �Cr\ �-�, 1,_rWA Phone # 3�6 Owner's Address City State Zip 3`�0z, Tenant/Lessee Name E -MAIL: Phone # Job Address (where the work is being done) so (o L co C,�,�Jr City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name _�� % Phone # Contractor's Address City State Qualifier Name State Certificate or Registration No. OWNER BUILDER: 11.1 Zip Phone # Certificate of Competency No. C Value of Work For this Permit $ 16v Type of Work: ❑ Addition / ❑ Alteration / ❑New / ❑ Repair /Replace Describe Work:( Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a pennit 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..... "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Permit Fee $ Training /Education Fee $ Double Fee $ CCF $ Zoning $ Notary $ Technology Fee: Code Enforcement $ Total Fee Now Due $ See Reverse side -+ PAINT COLOR APPROVAL AND AGREEMENT All elements on the site must be listed and indicate the color to be painted Directions: Please circle corresponding number to appropriate color sample Walls: ( L� 2 3 4 Fascia: Drip Cap /Drip Edge: _1 2 Soffit: 1 2 Roof: 2 �i 3) 4_ 3 4- 3 4 3 4 Flower Bins: —1 2 3 4 Shutters: 1 2 3 4 Awnings: —1— 2 3 4 Chimney Doors an Garage I Railings: Fences: 1 2 3 4 All brick (simulated or regular): 1 3 4 Stucco Banding: I 2) 3 4 Any other Stucco Features: 1 2 3 4 Accessory Buildings Other: At +-,h color samples with name .umber. Dapper Tan 1 C Woodhaven • 60YR 08/186 rr r w;l l 1 3 4 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. r Signature Signature Owner or Agent Contractor The foreg ing instrument was acknowledged before mf this day of , 20 i , by fW7 who is personally known to me or who has produced a ,� 1f x) `N btu As identification and who did take an oath. The foregoing instrument was acknowledged before me this day of 120 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PJJBLIC�- =�— r -��-�~ NOT Sign:` S' n: / Paint: i(1J w� �Yax` Print: � P(LC Y PUBLIC: My Commission Expires: My Commission Expires: J1 APPLICATION APPROVED BY: ` + Plans Examiner Preservation Board Code Enforcement (Revised 04/24/07)