Loading...
Pool BP 2003-1CONTRACTOR New Construction Name 15 S ( S (/ Enclosure License No. J t� c,‘ \ Ivry, Afoot_ F\ Address `$00 /'■ F 1 S 1 1,1. rvk, .6 . � F\ 3 V . 3Woz- Telephone Fax 63 Qualifier Name PROPERTY OWNER New Construction Name (eVb6 t S CA C.. c \ N► Enclosure Address tZo\ dVirA t� c,‘ \ Ivry, Afoot_ F\ 33 \i I lome Telephone / 63 Business Telephone Fax Shell Only ENGINEER New Construction Name j -e /1 � hi / Enclosure License No. Alteration Exterior Address �� ^ l _ 9 At) ' Telephone Syar V) ( 0 ? V) 63 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Step 1. ARCHITECT Name License No. Address Telephone Fax Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Block • /or Master Permit No. '— PERMIT APPLICATION Subsidiary Permit No ' INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If rooting work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: t 2.0 N e 11 Ttrr, Address Apt. Folio Number Lot Z-� - \\�__ Subdivision ..h e Q ` ' 't PB - 1 PG 1y PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection 3313g City State Zip D.P.7,k 1n1 Cad / Description of Work Zoning Square Feet Value of Work 16r 00 b Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Linear Feet Units Floors Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commence ,ent must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure • ; =ge/7I-Iall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE ture of Owner Print Name Sw to and subsc d befo a this day of Qt'i1 /( '�' Z W Orillfflath /. tt.ie Nota +r - RMAN Notary Public, State of Florida My comm. exp. May 24, 2003 Comm. No. CC819725 SEAL: S Sign Print ame Swstn . d s scribed be SEA PERMIT APPLICATION , COUNTY OF MIAMI -DADS ualifier e me this day of07 ,d1/! Raub - stat Th SHERMAN Notary Public, State of Fiori& My comm. exp. May 24, 2003 , ,Comm. No. C 1!9725 Personally known / OR, Produced Identification Personally known V OR. Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water heater Dishwasher Low -volt, Television Service, Number of Amps Water heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well I Laundry Tray Septic Connection Water heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY 0 DAT Zoning %/ %=- , - //)70 Electrical / /�, i 4/ b�c , Mechanical Plumbing e� _ /6 °3r Fire Public Works Structural � �M V7 Building Official - + I C Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) O OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review g, $ $ 1v , (sq.ft. = x/1000 x 0.60) (0.005 /sq.ft.) (0.01 /sq.ft.) REVIEWED AND PREPARED BY: • PERMIT APPLICATION O CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 0 ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /7/2003 Applicant: FRANCISCO Owner: CAMPA JOB ADDRESS: 1201 NE 91 Contractor ESSIG POOLS Local Phone: Parcel # 1132050010210 Fees: FEE2003 -38 FEE2003 -39 FEE2003 -40 • FEE2003 -41 FEE2003 -42 C Pp THE ORDER OF Permit Stn *'• -- T — Legal Description: Description Building Fee Buildier's Bond CCF Zoning Review Radon (Contractor or Builder) r Building Permit Permit Number: BP2003 -1 CAMPA FRANCISCO TERR Contractor's Address: WATERSEDGE Amount $250.00 $300.00 $9.60 n ^^ i=! FOR ESSIG � PO OLS, INC. STREET 1800 NE 1515 FL NORTH i / i • i• 1 f 4 ui .P Up • Mellon Uni womL Florida e d Nationa 00B7326"s 1:0 ?009646' 00 21 L) -■ ------.-1111111111111111111111/ 3 30 2O 67 326 DOLLAR 62 6 70 U Page 1 of 2 PB 9 -141 LOT 25 & E5FT OF LOT 24 & WLY 20FT OF LOT 26 Total Fees: $607.65 Total Receipts: $0.00 ms. Re- inspection application herefor in strict compliance with all specifications that may have been submitted to ances or if the plans are changed without responsibility for a thorough knowledge of the and that he assumes responsibility for work done .,..es and regulations pertaining thereto and in strict conformity ,11 accepting this permit I assume responisibility for all work done by either BY: A RECORDED COY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. i, E TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be -made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: \ -1 2( — 2 `{ — 20 o Z( e .SVOrt ) E1 .33 �? 2. Description of improvement: 3. Owner(s) name and address: CC's M Name and address of fee simple titleholder: 6. Lender's name and address: t.l■ .S\,ert_ . 33‘3y Interest in property:. I) 1# 4. Contractor's name and address: ESSIG POOLS, INC . 1800 N.E _ 151st STRFTT Nt'1PT1i MTAMT , PT, 33162 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ STATE G• 7. Persons within the State of Florida designated by Owner'upon whom n by Section 713.13(1)(a)7., Florida Statutes. Name and address: State of Florida My comm axp. M 24 , 2003 Comm. Ho. CC819725 JLn1 ao\ tJ t °i 1 err. . CRMA, CO;;4`i'Y Or Si Sworn to and subscribed bef e me d a My day of 0 C-1.6 1 7QL , 20 O L Print Owner's Name Notary Public , _ Print Notary's Na My Commission Ex • ires i - -i 'Ed,, 03R034-689 2003 JAN 15 14 :20 t]E uments Prepared b Address: as provide 8. In addition to. himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: . 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) sPf / o LA s 1 .316, Z Work: NEW POOL & DECK If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all 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 the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, s rvants or employes. Signed: (INSPECTOR) BY: (Contractor or Builder) BY: PROTECTIVE POOL ENCLOSURE PREPARED BY: A� et/ Sl_r O /8 D liC (I/ Sr; Ichti /Cl DECLARATION OF RESTRICTIVE COVENANT KNOW ALL MEN BY THESE PRESENTS: WIIEREAS, the undersigned is Ware the fee simple owner (s) of the following described property situate and being In the Village of Pinecrest, Florida: Lot (s) Y aZJ Blo / of 2 16-4) (Subdivision), A.I.A. (address) /-Z 0 / i/f g ,ei/Y G—i s k eye —G 3 3 iJO according to the plat thereof, as recorded in Plat Book C Page /y 1' of the Public Records of Dade County, Florida, and as Whereas the undersigned owner (s) _ / O S € to M e4 desire to utilize said Lot (s) as - a single building site, and the undersigned owner (s) do (es) hereby declare and agree as follows: M •S 1. That the property will not be used In violation of any ordinances of the Village of Forest or Dade County now in effect or hereinafter enacted. 2. That the purpose of this covenant -is to Induce the Village of Pinecrest to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. 3. That If any of our adjoining neighbors remove any portion of their fence or wall, or if our /my property shall fail-to meet code require-meats for pool barriers, we, as owners will immediately - Install a protective.endosure to meet code requirements and will obtain a permit for such fence. - 4. That, we, as owners, hold the Village harmless for any negligence or Injury that results from not having the enclosure FURTHER, the undersigned declares) that this covenant Is Intended and -shall constitute a restrictive - covenant concerning the use,.enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by the Village of Pinecrest, or Its successors, In accordance of said Village then In effect IN WITNESS WHEREQF, the undersigned has/have caused hand (s) and seal (s) to be affixed hereto on thls o2.- day of L) ', t9 (9-C201 WTINESS(ES) SI atnre and Print KENNETH 1� 461Adinr .fir }�� ° �!rtri► r . • . _r] Sign 003 rye c..' 'd !/ My coin �y'l - -• STATE •,; .r� r 5 CO MY commission expires: WITNESS m, Signature and ... at t� bl2iE 01 t IOflsjc i t i►!i��� �. . r."- q, 200 I HEREBY CERTIFY that on this day personally appeared before me J OJ o Is personally known to me or has produced (type of Identification) as Identifica. • aid he/she ac o ge that he/she executed the foregoing, freely and voluntarily, for purposes there In exp ed. fr 0/10? !//). 4 o SWORN TO AND SUBSCRIBED before me on this o f/ day of / , , (9. ea L NOTARY PUBLICSI`ATOF FLORIDA OF DAD COI �''� ti ;e • OF:IDA, y o4 ���,�E - ay c4 " I W gin& th s &Pc ° CERTIFY that 1 vs is a true loaf fra' onE 33/6 SHERMAti:Ve f/ t rl ri CO wl 0 Rey. 4/299S PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT" SECTION BY DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL - t. Subject to compliance with eta Federal,, State. County, Village tutee sad regulations. Village assumes no responsibility for accuracy of /or resutts from these plans. 2. Thls copy of plans must be available on bufding site of no Inspection wilt be conducted. JOB ADDRESS APPLICANT PHONE tt APPUCATION l/ CRITIQUE SHEET J( NET/ TQ-t4. rI /24 SHEET OF • MISCELLANEOUS zti DATE '_ ZONING ' COMMENTS V Gt/ iiSeet•PIWie cL Penc t1 1. G/o.z e r- 6;44 i'ue'1 S l'c'7L1 /rC 6 cast v: 1: REQUIREMENTS: P` - : I ' GATES REOUIf ED FENCE: 4' t,, / \!!3 NON-CL BAS E r, E: ;; I3SCAS Gtr %0VE FENCE/ OWNER ;MST° REPL ,.ACE WITH A 4' F Ei C.6= ON i +l,iNL, -a ;:a P.F°IC ER TY lio FOUL REuvIIiEMENI'S. SELF- CLOSING/ SELF- LLOCKING D FENCE: 4' HIGH (MIN. AND NONCLIMDA IF NEIGH3O11S REMOVE FENCE/ WALL, OWNLfl MUST REPLACE WITH A 4` FENCE ON PER'S PROPERTY el so INITIALS •GE ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, September 24, 2002 Mr. Francisco Campa 1201 NE 91' Terrace Miami Shores, FL 33138 -3405 Re: Dear Mr. Campa: Pursuant to your request; DYNATECH ENGINEERING CORP., completed a Subsoil Investigation on September 23, 2002 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed pool. A total of (1) standard penetration boring test was performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface. The following graph was developed as a general condition for the subject site: (refer to field boring logs for exact locations and soil conditions): From 0'- 0" 0- 6" 2'- 0" 6'- 0" 8'- 0" 9'- 6" DYNATECH ENGINEERING CORP. Proposed Pool @ 1201 NE 91 Terrace Miami Shores, FL 33138 Depth To 0'- 6" 2'- 0" 6'- 0" 8'- 0" 9'- 6" 15' ' 101111M 1l\n1111 ! � ��biswo -ii Description Topsoil and grass Tan sand with rock fragments Gray silt Peat Tan sand with roots Tan/sandy limerock TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 2'- 0" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 Page No. 2 1201 NE 91St Terrace, Miami Shores, FL 33138 Loose silt and silty sand and peat was encountered at a depth of 2' and extending to 9' -6" below land surface. This material must be removed and replaced with compacted gravel prior to pool and deck construction. The above recommendation being achieved and verified, it is our opinion that the proposed pool be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Regardless of the thoroughness of a Geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, issam am�an , P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /no • • GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASB ESTOS CLIENT PROJECT ADDRESS LOCATION : TEST Francisco Campa Proposed Pool @ 1201 NE 91st Terrace, See Attached Plan _ \ \,,l\ �.N�111 it 7i 1 w DYNATECH ENGINEERING CORP. BORING REPORT Miami Shores, , FL TESTING LABORATORIES DRILLING SERVICES - INSPECTION SERVICES ROOFING DATE: 9 -23 -202 HOLE NO.: B -1 DRILLER: MG wBIOWS tO SAMPER 5;`. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 . 35 36 37 38 0' -0" - 0' -6" 0' -6" - 2' -0" 2' -0" - 6' -0" 6' -0" - 8' -0" 8' -0" - 9' -6" Top soil and grass Tan medium sand with rock frags Gray silt Peat Tan medium sand with some root Traces 9' -6" - 15' -0" Tan sandy lime rock . 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 2 11 9 6 1 1 1 - 2 1 2 1 6 7 6 :13 15 21 22 50 A A 20 2 3 1 13 43 A A Water Level: 2' -Cr Below Surface A= auger; R= refusal; -: 0 blow count M a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending an our written approval. -- 750 West 84 Street, Hialeah, FL 33014-3618. Phone (305) 828 -7499 e Fax (305) 828 -9598 NORTH .4'd N.E. 91st Terrace DYNATECH ENGINEERING CORP. Client: Mr. Francisco Campa Scale: N.T.S. Project: Proposed Pool @ 1201 NE 91st Terrace, Miami Shores, FL Date: 9 -23 -02 vY APPENDIX The borings are conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM D -1586. A two (2) feet long, two (2) inch O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs, hammer dropping thirty (30) inches. The soil sampler was driven (2) at a time, then extracted for visual examination and classification of the retained soil samples. • The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non cohesive soils and the consistency of cohesive soils. It is general practice that the sum of the number of blows required for the second and third six (6) inches penetration area added to determine the "N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density of consistency of soils. • This dynamic method of soil testing has been widely accepted by foundation Engineers and Architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used.. Therefore the samples were taken at intervals of two (2) feet, or at every change in soils characteristics. Pre ared by, - )el 4 s Appendix Drilling Procedures Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. W •Sett K..• C .••.I .. +. mow .. • .p.•• 1. r I © •♦ , w • GEOTECHNICAL ENVIRONMENTAL HYOROGEOLOGY CHEMISTS /r 0 aE 1 Major Obision. • 611 L 3 H•.ghly Organic Soils 13 5 i s 1F DYNATECH ENGINEERING CORP Group Symbols GW GP GM GC SW S► SU SC ML Cl. 01. NH 'CH ON PT P.O. BOX 170406 HIALEAH, FLORIDA 33017.0406 . PHONE: (305) 6284418 • KEY CLASSIFICATION AND.SYMBOLS CORRELATION OF PENETRATION RESISTANCE WITH • ROCK HARDNESS DESCRIPTION RELATIVE DENSITY AND CONSISTENCY SOFT Rock core crumbles when handled 0 -16 0-4 Very Loose 17-40 5 -10 Loose MEDIUM Can break core with your hands SANDS 41 -80 11 -20 Firm 81 -120 21 -30 Very Firm MODERATELY Thin edges of rock core can.be Over 120 31 -50 Dense HARD broken-with fingers Consistency Q -3 0 -2 Very Soft HARD Thin edges of rock core cannot be 4 -9 3 -4 Soft broken with fingers SILTS 10 -17 5 -8 Firm VERY HARD Rock core rings when struck with AND 9 -15 Stiff a hammer (cherts) CLAYS 18 -31 32-60 16 -30 Very Stiff Over 60 3.1 =50 Hard MODIFIERS PARTICLE SIZE Approximate Boulder >12 in. Fines Content Modifiers Cobble - 3 to 12 in. 5% to 12% Slightly Silty or Slightly clayey Gravel 4.76mm to 3 in. 12% to 30% Silty or clayey Sand 0.074mm to 4.76mm 30% to 50% Very Silty or Very Clayey Silt 0.005mm to 0.074rtim Clay < 0.005nm Typical Names Weltyred•d gravels and QMI•pnd mixtures. little or no fires Poorly wooled sir 11•11 and gr.re mixtures. little On 110 tires Silty {/.vets. g•w.l.sad• silt mm■tures CIMY gusts. rIV.l•r+d• Clay mla tures WNtq Wed ands and g•aveny sands. brae or no fines Poorly T add sands and grretty sands. little or no fines SIIty sands. sr+d•filt mixtures Clayey sends. ...dolly miatur•s Inorganic tilts, very lino raids. roct flour, silty Or Clayey IiA4 sands Inorpen1C clays of lo to medium plasticity. or wetly days. 'Andy clays. silty clays, Man clays Organic silts and organic silty clays of i0w plasticity Inorgank tilts, micaceous or diatomaceous line sands or Ott. Ilast.0 'MU Inorganic clays of hilt plasticity. fat clays Organic clays of medium 1. high plasticity Peat. muck. and other highly eroanic soils 3$ yE liar u DO *r�3 u £�1: Ccne. Standard Penetration Penetration Relative Tests Tests Density • Kg/Cm' blows /Ft. aa`` • J141 j TESTING LABORATORIES GRILLING SERVICES INSPECTION SERVICES ROOFING Clesul.c.t.on Criteria 1 C„ • p D, Greater than 4 C • D s D eo Between I and 3 Not meeting both criteria for GW I Attrb..g limb dot bite.. "A" line or plasticity melee IM Man 4 Attrbrg limn dot above "A" Ion. ...d ptest.c.ty ..sar• p later then 7 C • p Greeter than 6 Ip C • 7 /- • Between 1 rd 3 Not netting born cr.t•r. for SW Attrbrp t.rn.n dot blow - A" Ire 01 dstl.tty morn lets than 4 Attrbrg limas plot lbws 'A" Ire and plan.c.ty •Mr• greeter than 7 • 10 1• 10 40 be Visual•Matual Identification. ire ASTM Designation 07 Anrbrg limits Plotting in hitched wee re borderline classifications rqu.nng woe of duel symbols Anrbro limits plotting in hatched wee .1 borderline classifications tempting ur of duel eymbots CONTRACTOR Name l )1� 11 liar) c� — g 0-ert Condr0 d, License No. r6 C 057 DII f OT Q Address /cans SH/ 95. ;oin.j gz, 33 - li 9/ // Telephone 3 Fax q - 61 l / Fax Qualifier Name i e avv, e hz r , /4 jou! - A / WC44.164 /i4 330 PROPERTY OWNER Name ,t7CLeo eigr Address /4_1)1i "0.4 9/ % #9,4 /low jx/av/s, - / 33/3 P Home Telephone 30,7_ �'ioS , 9 b/ Business Telephone 3 7 4-1(..- BBB e Fax 3o5 - 4/0-- D # ARCHITECT New Construction Name 6 Z - C/4 4 Enclosure License No. 4 , e , 44 1)2 a Address /4 jou! - A / WC44.164 /i4 330 -3 Telephone Sy -/LT ` *9-- doS4 by /' Fax Shell Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the l\liami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. - Folio Number Description of Work 4 -e) 5 ,VA(. ) Lot Block - 7VE'Ce/C- DOe. 44411 C - e , h Subdivision • ubl � ry C /0•Z PB PG Zoning Linear Feet Current Use of Property /Ity li��( Square Feet Units Floors Proposed Use of Property �u Value of Work S9Anac Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other (z-o/ it/f Q/ T�/1.e Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT APPLICATION Master Permit No. 1 ) Subsidiary Permit No. City State Tax Assessed/Appraised Value 33135 Zip Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax on. Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer 7 which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. , 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLOR .i// Signature of Owner A, C Print Name Sworn to and subsc • before me this 7 Signature of s ta Public - State SEAL: Personally known UNTY OF MIAMI -DADE OR, Produced Identification OFF CIAL N+TARY SEAL GLADYS J VILLAR COMMISSION NUMDER DD091094 MY COMMISSION EXPIRES MAR. 1,2006 STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: ,lam 1 E 3 /s7 t/ 4'D bp 0,267 _ a Type of Identification Produced: Date Job Address Tax Folio Legal Description Historically Designated: Yes No Owner /Lessee/Tenet Master Permit # Owner's Address Phone Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: Square Ft. Estimated Cost (value) 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 ANY 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 all disciplines. 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. Furthermore, I authorize the above named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner Builder Date My Commission Expires My Commission Expires FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 TOTAL DUE ) � �� / `,, ; 5- ' f ��? Mechanical Plumbing Structural Engineer 7" /ii/o APPROVED: �Q �/ / /a3 Zoning l/"�- � 1/lt Building O D ■ RADON C.C.F NOTARY-. •• BOND Electrical Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Building Permit Permit Number: BP2003 -555 Printed: 4/9/2003 Page 1 of 1 Applicant: FRANCISCO CAMPA Owner: CAMPA FRANCISCO JOB ADDRESS: 1201 NE 91 TERR Contracto Contractor's Address: Local Phone: Parcel # 1132050010210 Legal Description: WATERSEDGE Permit Status: APPROVED Permit Expiration: 10/6/2003 Construction Value: $8,960.00 Work: Install new impact french and concrete work slab Signed: Signed: r �C PB 9 -141 LOT 25 & E5FT OF LOT 24 & WLY 20E1 Total Fees: Total Receipts: If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all 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 the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: (Contractor or Builder) BY: s. C $0.00 $0.00 S S F r26 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 1 assume responisibility for all work done by either myself, my agent, servants Of employes. M IA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the rnan fact will incur the expense of such testing and the AH1 may immediately revoke, modify, or . suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM: NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOD. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. _ The submitted documentation was ;" .w' � 1i~y .: ag I Cha nda, P.E. MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file# 02- 0702.01) 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17-03, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file# 02- 0702.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • 3) Water Resistance Test, per PA 202 =94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w■ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000; signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Glazing capacity Calculations per ASTM -1300, dated 01- 17 -03, prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file# 02 0702.01). E -1 tAt \ •L.L4t -4 • Ishaq LChstada, P.E. Product Control Examiner Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D MATERIAL CERTIFICATIONS (transferred from file# 02- 0702.01). 1. Notice of Acceptance No. 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PVB ", dated 02/15/2001, expiring on 12/11/2005. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for " Saflex /Keepsafe Maximum ", expiring on 05/21/06. 3. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVB Tinterlayer'", dated 01/09/97, expiring on 01/09/00. (transferred from file#99- 0128.01) E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 3. Letter of compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 5. Letter of compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. 7. Meeting Summary dated January 26, 1999, issued by BBCO 8. Revision request letter dated April, issued by PGT Industries, signed by Robert.L. Clark, P.E. • D. OTHER 1. This NOA revises & renews NOA 02- 0702.01. 2. Manufacturer's "Quality Operation Procedure", submitted per meeting summary dated January 26, 1999(Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 3. Prior related file NOA(s) 01- 0417.06 & 98- 0506.02. E -2 t s c4gt l • i! I.Q. 4 . Ishaq L da, P.E. Product Control Examiner Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 V J c) ( Qb. ) — \\ \ \ \ \ \ // / 96 MAX. 85 1/8 MAX. DAYLIGHT OPENING TYP. 6.500 36.125 MAX. 33 3/8 MAX.& DAYLIGHT - OPENING 13.50 MAX. 4.000 4.000 4.000 4.000 - +J r• 25" MAX. A DAYUGHT OPENING ACTIVE / / 03'9.50 13.50 MAX. / 4.000 r 4.000 -- i 4.000 71.750 MAX. N 4.000 -- \ f -- `- _I 25" MAX. DAYLIGHT OPENING \ INACTIVE LOCK OPTION 13.50 MAX. Four 1/4" Topton or 5 #14 Screws at this Location. Top & Bottom. LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED, OPTION 2 - .402 (3/8") LAMINATED (3/16" HEAT STRENGTHENED, OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .09D 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX. SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FTL -2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. Req'd 36.125 MAX. 33 3/8 MAX.& DAYLIGHT OPENING 13.50 F ._ MAX. 4.000 --� 1- 4.000 4.000 4.000 .090 INNER LAYER, 1/8" ANNEALED .090 INNER LAYER, 1/8" HEAT STRENGTHENED INNER LAYER, 3/16" ANNEALED INNER LAYER, 3/16" HEAT STRENGTHENED l ti< 6.000 13.250 HI NGE TYPICAL 21.000 MAX. 13.250 1_ HINGE LOC. TYPICAL 6.000 --- 6.500 I 1 21.000 MAX. 47.875 HINGE LOC. TYPICAL ANCHORS ARE we, IN HEAD & SILL Robert L. Clark. P.E. PE #39712 Structural i 96 MAX. 6.500 A 85 1/8 MAX. DAYLIGHT OPENING TYP. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 36.125 MAX. - 33 3/8 MAX. DAYLIGHT - OPENING 2 POINT LOCK OPTION 39.500 MAX. 4.00D 4.000 4.000 4.000 - Revsd ey F.K. Raved by: F.K. Raved ay: F.K. Drown 8y: D.B. Series/Model: FD -101 13.50 t�- MAX. Date: 1/17/03 Date: . 9/9/02 Dote: 8/2 %1 Date: 7/12/99 oxo 37.500 MAX. 25" MAX. DAYUGHT --" OPENING Scale: NTS Sheet: Revisions: D -ADD D.O. D!M.S 4.000 Revisions: C -ADD 7/16 CUSS dr TABLES Revisions: B -PER LETTER 8/17/01 1 - 4.00D - ▪ 4.000 -+- 4.O Description: ELEVATIONS OXXO & OX0 1 or 8 36.125 MAX. 33 3/8 MAX. A, DAYLIGHT - OPENING 13.50 MAX. Drawing No. 9 72 6.000 21.000 MAX. 21.000 MAX. _1 6.000 6.500 PRODV " aENEWMI as complying Ida doe Bolding Code �bdh Acamiests Plo02 - •/3 3,zsir Dads tre&m Cued tttle: ALUMINUM FRENCH DOOR W/ SIDELITES Rev: D COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Heat Strengthened Qty. of Slabs Sidellte Width Max. Door Widths Heights 79.7501 83.7501 87.7501 91.750 95.750 o x o 1 22.000 37.500 -75.0. -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 -60.4 75.0 75.0 75.0 75.0 75.0 oxxo. 1 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75:0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 75.0 75.0 , 75.0 75.0 75.0 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 • 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Annealed I Qty. of 1 Slabs Sidelite Width Max. Doo Widths r Heights 79.750 83.750 1 87.750 ( 91.750 .I 95.750 - 1 oxo 1 22.000 37.500 -75 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 74.7 72.6 1 I 36.125 37.500 -70.0 -67.9 ( -65.7 -63.1 -60.4 70.0 67.9 65.7 63.1 60.4 oxxo 1 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 74.7 72.6 2 36.125 71.750 -70.0 - 67.9 - 65.7 -83.1. -80.4 70.0 67.9 65.7 63.1 60.4 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Annealed Qty. of Slabs Sidellte Width Max. Door Widths Heights 79.750 1 83.750 1 87.750 1 91.750 95.750 o x o 1 1 22.000 37.500 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 1 28.000 37.500 -74.7 -73.2 -70,8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 1 30.000 37.500 -64.7 - 63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 -48.9 - 47.5 - 45.4 -43.4 -41.8 48.9 47.5 45.4 43.4 41.8 oxxo 2 22.000 71.750 -75.0 -75.0 -72.5 - 70.2 -68.8 75.0 75.0 72.5 70.2 68.8 2 28.000 71.750 -74.7 -73.2 -70.8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 2 30.000 71.750 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 2 33.000 71.750 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71.750 -48.9 - 47.5 - 45.4 - 43.4 -41.8 48.9 47.5 45.4 43.4 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Heat Strengthened Qty. of Slabs Sidellte Width Max. Door Widths Heights 1 79.750 83.750 1 87.750 1 91.750 1 95.750 oxo 1 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 oxxo 1 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. GENERAL: D/0 = DAYLIGHT OPENING ® D/0 HEIGHT = DOOR HEIGHT - 10.875" D/0 WIDTH SIDELITE = SIDELITE WIDTH - 2.750" D/0 WIDTH PANEL = PANEL WIDTH - 12.500" Robert L. Clark, P.E. PE #39712 .Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved By: F.K. Rend By: F.K. Roved 8y: F.K. Drawn By: D.B. Description: Date: 1/17/03 Date: 9/ 9/02 are: 8/20/01 Dote: 7/12/99 Revisions: D-MOD TABLES & ADD NO1E 3 Revisions: C -NEW DESIGN TABLES Revisions: 8 -PER LETTER 8/17/01 evamucT RENEWED 4 'Pb ohs Florida iluidinsCodc lbsindes n�P2- Con!.)3 G.•� (. timixclA DESIGN PRESSURE TABLES, OXXO & OX0 ride: ALUMINUM FRENCH DOOR W/ SIDEL /TES Series/Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 2 of 8 972 D DOOR DOOR 1 3/16" HEAT STRENGTHENED "?'I - .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED .437 GLAZING OPTION 1 .402 (3/8 ") LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHENED ,437 GLAZING OPTION 4 7/16" LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED SIDELITES 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHENED SIDELITES °9 e D00R REFERENCE TEST REPORT: FTL -2067 IF 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED GLAZING OPTION 2 .402 (3/8") LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1 /B" HEAT STRENGTHENED SIDELITES .437 NOTE: INNER LAYER MAY BE DUPONT UTACITE PVB OR SAFLEX /KEEPSAFE MAXIMUM. Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved By: F.K. Roved 8y: F.K. Raved By: F.K. Drawn By: D.B. ntle: DOOR 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" ANNEALED .437 Date: 1/17/03 Dot.: 9/9/02 Date: 8/20/01 Date: 7/12/99 Description: GLAZING DETAILS GLAZING OPTION 3 7/16" LAMINATED Reviaiona: D —NO CHG THIS SHT Revisions: C —ADD 7/16 GLASS Revisions: 8 —PER LETTER 8/17/01 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" ANNEALED SIDELITES 437 PRDDOUc r RENEWED s eenpbig with OW Pbdd& Nee n -of) Z7•/3 tapirrem 01— ALUMINUM FRENCH DOOR W/ SIDELITES Series/Model FD -101 Scale: NTS Sheet: 3 or Drawing No. 972 Rev: D EXTERIOR OUTSWING a4YUGHT OPENING MAX. INTERIOR EXTERIOR i 3.100 INTERIOR 8 25" 1 JGH MAX. HORIZONTAL SECTION OXXD HORIZONTAL SECTION OXO REFERENCE TEST REPORT: FTL -2067 37.500 OUTSWING 68.264 Pma OVERALL 71.750 25.000 OPENING DAYL IGHT OPENING MAX. 1.480 33 3/8 OOPEENING MAX. SEE SHEET 3 FOR ANCHORS ROUGH OPENING .890 Robert L Clark, P.E. PE #39712 Structural .830 ROUGH OPENING EXTERIOR VERTICAL SECTION THRU DOOR 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SEE SHEET 3 FOR ANCHORS 1.750 96.000 ®° OUTSWING 4.000 4.000 Title: 3.00 93.615 I� )oar Hgt. 0 sow IIIII ell I- Raved By: Dote: F. K. 1/17/03 Raved By Date: F. K. 9/9/02 Raved 9y: Dote: F.K. 3/20/01 Drawn Sy: Dote: D.8. 7/12/99 Description: SECTIONS ROUGH / OP MING INTERIOR SEE SHEET .3 FOR ANCHORS 1 .489 1.479 85" 134YUGHT OPENING MAX 1- 11-- 3.000 — " ROUGH OPENING Revisions: D -NO CHG THIS SHT Revisions: C -N0 CHG THIS SHT Revisions: PER LEVER 8/17/01 SIDELITE Davila 5.459 VERTICAL SECTION THRU S(DELUIE,'S' PRODUCT AE,NEWED with OK nofid. :9 ©2.o 27./3 alpintima Mud ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet Orawin9 No. Rev: FD -101 NTS 4 of 8 972 0 Robert L Clark, P.E. PE #39712 Structural ITEM 2 3 DOOR JAMB (AL. 6063- T57052 WALL) 60376 ALUMAX ALUMAX 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 .30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 DESCRIPTION V. T. # VENDOR 10x.625 SCR. FLT. HD. PHIL 71058FP MERCHANTS FASTENER 7FRMOW NATIONWIDE IND, DOOR HEAD /SILL (AL. 6063- T5/.062 WALL) 60375 ALUMAX POOR ASTRAGAL iwr(AL, 6063- T5/.062 WALL) 60377 ,250 x .187 FINS L W -STRIP 67924G SCHLEGEL CORP. WSTP. CHANN L (AL. 6063- T5/.050 WALL) 60379 ALUMAX ALUMAX FRAME JAMB AL. 6063-T5/.050 050 WALL) 60380 FRAME HEAD AL. 6063- T5/.062 WALL) 60411 1 1/2 x 1 AD ALUMAX Outsw. Threshold (AL 6063- T5/.062 WALL) 61069 ALUMAX 5/16x18 THREADED ROD 6TRODA FASTEC INDUSTRIAL Truss Clomp (AL. 6063- T5/.062 WALL) 60378M ALUMAX 5/16x1/16 TRUSS WASHER 7WASHA FASTEC INDUSTRIAL 7JNUTA FASTEC INDUSTRIAL 5/16x18 TRUSS NUT FFIUMME SCR. COVER CAP 41722W PGT INDUSTRIES STRIKE PLATE 7955X CAMCORP STRIKE PLATE INSERT 41721 PGT INDUSTRIES 710344 MERCHANTS FASTENER 10x3/4 SCR. FLT. HD. PHIL HINGE ASS'Y. 10x1 /2 SCR. FLT. HD, PHIL TOP /BOTT. SLIDE BOLT LOCK 6x1/2 FLT. HD. PHIL. 710X 2PPw MERCHANTS FASTENER 41720 POT INDUSTRIES 7612FW MERCHANTS FASTENER 8 x 1 SCR. PAN HD. QUAD. 781 PQA FASTEC !NDUSTR 7PWSWA FASTEC INDUSTRIAL 6x7/8 SCR. FLT. HD. PHIL. LOCK SUPPORT ASSY. 4UBLOK PGT INDUSTRIES 6x3 /4 FLT. HA. PHIL. .20x.190OLON .35x.190 QLON 3 POINT LOCK ASS'Y. 7634F FASTEC INDUSTRIAL 6Q200K SCHLEGEL CORP. 6Q300W SCHLEGEL CORP. FD3PTAY PGT INDUSTRIES 7LOKAP HARLOCK LOCK (ACTIVE) LOCK (DUMMY) 7LOK!P HARLOCK DEAD -BOLT LOCK 78 TIP HARLOCK Rolled Alum. Gloz. Bead SILICONE 65163 FLORIDA SCREEN 62899C DOW CORNING SIDEUTE JAMB 60381 ALUMAX SIDELITE HEADER 60414 ALUMAX SIDELITE BOTTOM RAIL 60415 ALUMAX .402 Laminated (.187 HSt 125 Annealed w/ PPG. LOF Dupont Butocite PVB or Saflex /Keepsofe Maximum Inner Layer) 6SM55W SCHNEE /MOREHEAD SEAM SEALER 2 POINT LOCK OPTION 7978LAB SULLIVAN & ASSOC. SIDELITE JAMB ADAPTER (REINFORCEMENT) 61641 ALUMAX 18 x .750 Ph. FI. Tek 7834FPT SPENCER PRODUCTS .402 Laminated (.187 HS/.125 HS w/ PPG. LOF Dupont 8utocite PVB or Saflex /Keepsofe Maximum Inner Layer DOOR ASTRAGAL Ea (AL 6063- T5/.062 WALL)I6984 KEYMARK 7/16" Laminated (3/16 HS & 3/16" Annealed w/ PPG. LOF Dupont Butacite PVB or Saflex /Keepsofe Maximum Inner Layer) 7 /16" Laminated (3/16 HS & 3/16" HS w/ I PPG. LOF Dupont Butacite PVB or Saflex /Keepsofe Maximum Inner Layer) NOTES; 1. QTY'S IN BRACKETS ARE FOR OX0 CONFIGURATION 2. REFERENCE TEST REPORT: FTL -2067 T IND ST IES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revd By: F.K. Raved By: F.K. Rend By: F.K. Drown By: D.B. Dote: 1/17/03 Date: 9/9/02 Date: 8/20/01 7/12/99 Series /Model: FD -101 Scale: NTS Revielone: D -NO CHG THIS SHT Revision: C -ADD 7/16L GLASS 8 PER LETTER 8/17/01 Sheet: 5 of 8 QTY. 4 r 2 1 8 4 4 2 2 1 2 1 4 8 8 8 2 2 4 6 36 30 4 8 36 3 6 12 6 3 6 1 1 1 1 1 1 1 111 1 1 0 • • 1 1 16 (12) 2 H. 4 3 4 4 2 (2 1 1 6 12 4 (3 4 (3) 4 (3) VENDOR # AF -10375 AF -10376 AF- 10377 FS7924 -187 AF -10379 AF -10380 AF -12376 AF -12375 AF -10378 41722W 41721 41720 4UBLOK Q200X190 Q375x190 FD3PTAY 100 880 820 05 -163 899 AF -10381 AF -10414 AF -10415 SM5504 AF -11641 1154 PRODU TRENEWED p eampbiag with dm Awns Ilsiditta.Code Anytime - D1Z7• /3 &rrran Doi Firs /3 keg UsAts Description: BILL OF MATERIALS Tithe: ALUMINUM FRENCH DOOR. W/ SIDELITES Drawing No. 97 2 Rev: D 4.000 1. (7, \ DOOR PANEL HEAD & SILL 6063–T5 ALUM. .050 .250 (";\ WEATHER STRIP CHANNEL Qi) 6063–T5 ALUM. 1.750 .062 --- O (7", HINGE EXTRUSION 6063–T5 ALUM. 4.100 1.750 .062 (.7\, DOOR PANEL JAMB k,f) 6063–T5 ALUM. .1 25 — 1.500 —1 .750 I-- /7;\ TRUSS CLAMP 11 6063–T5 ALUM. 4.700 1 1.272 1.750 .062 — O DOOR PANEL, INTERIOR ASTRAGAL 6063–T5 ALUM. 3.000 1.479 _Fp N, FRAME HEAD 6063–T5 ALUM. 4.675 4.675 obert L P.E. PE #39712 Structural P.O. BOX 1529 NOKOMIS, FL 34274 1.750 .062 — ■••■-•.- 4.100 DOOR PANEL, EXTERIOR ASTRAGAL 6063–T5 ALUM. 3.000 (7. OUTSWING THRESHOLD 6063–T5 ALUM. 1.489 3.000 Revsd By: Dote: Revisions: F. K. 1/17/03 D –NO CHG THIS SHT Rend By: Dote: Revision's; F. K . 9/9/02 C – NEW SHT prawn By: Dcrte: F. K . 9/9/02 Description: 1.480 — .050 ( FRAME JAMB . .°1.)' 6063–T5 ALUM. EXTRUSIONS PROFILES, DOORS -- WED • coarigyhe Ida dot notito d millog Code tampion 2 Itiplestse eS &Li+ LL Casa Mblos 1070 TECHNOLOGY DRIVE NOKOMIS, Ft. 34275 ALUMINUM FRENCH DOOR W/ SIDELITES Series/Model: Scotts: Sheet: Drawing No. Rev: FD– 1 01 NTS 6 of 8 972 4.586 3.100 .062 1.800 SIDELITE BOTTOM RAIL •VZ.1 6063—T5 ALUM. .050 .750 .830 r- 2.980 SIDELITE JAMB ADAPTER 40 ALUM. 5.459 .062 — 11-- 1.800 3.100 fc;\ SIDELITE HEADER 6063—T5 ALUM. -- .075 Robert L. Clark, P.E. PE #39712 Structural 1.479 itT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Retied 13y: Date: F.K. 1/1 7/03 Raved By: Date: F.K. 9/9/02 Drown BY: Date: F.K. 9/9/02 Rtle: n062 E l .890 .050 —1.578 —I SIDELITE JAMB 6063—T5 ALUM. Series/IAN:Nth Scale: Sheet: 3.000 Revisions: D — NO CHG THIS SHT Revisions: C — NEW SHT PRODUCT IIIRNRD is coll'Ilbte niik *effendi Bidding Cade Aateptisoe olz .13 Description: EXTRUSIONS PROFILES, S1DELITES ALUMINUM FRENCH DOOR W/ S1DELITES Drawing No. Rev: FD-101 NTS 7 a 8 972 • • -• -■ • • • • ..... • 1.500 $ MIN. 1x WOOD BUCK (SEE NOTE 3) 14 PANHEAD 1/4" TAPCON (SEE NOTE 1) TYP. HEAD 1/4" TAPCON (SEE NOTE 7) .250 MAX. 1.500 '' '' ; MIN. • ^: • • • a • ' .. •. • • 1 4 • • .. .e 1 1.500 TYP. JAMB ,4 4.: • • TYP. SILL ; 14 PANHEAD 11 h�■ 1 1.500 MIN. TYP. SILL MIN. .250 MAX. 2x WOOD BUCK ,(SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) 1.500 MIN. 2x WOOD BUCK (SEE NOTE 2) i/4" TAPCON (SEE NOTE 1) MAX. TYP. JAMB TYP. JAMB /SIDELITE X 14 FLATHEAD TYP. HEAD 1x WOOD BUCK (SEE NOTE 3) ;12 FLATHEAD JAMB SPACING (SEE NOTE 3 ON SHEET 1) REFERENCE TEST REPORT: FTL -2067 .250 MAX. { 1x WOOD BUCK (SEE NOTE 3) 1.500 a. 1 ;MIN. •' ,ll Robert L. Clark, P.E. PE j3971 Structural 1.500 .,• • MIN. 1/4" TAPCON (SEE NOTE 1) •• t1 rtn m TYP. SIDELITE HEAD 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/4" TAPCON (SEE NOTE 7) nth,: .250 MAX. 1.500 MIN. TYP. SIDELITE SILL NOTES: 1. USE ONLY MIAMI —DARE COUNTY APPROVED ELCO OR ITV/ TAPCONS. 2. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE RENEWED BY BUILDING OFFICIAL. 3. INSTALLATION OF 1 x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. Roved By: Date: F.K. 1 /1 7/03 Roved By: Date: F.K. 9/9/02 T Red F.K. Date: F. 8/20/01 e Drawn By: Dote: INDU T D.B. 7/12/99 Description: ANCHORAGE 1.500 2x WOOD BUCK (SEE NOTE 2) TYP. SIDELITE SILL 114 FLATHEAD TYP. SIDELITE HEAD 114 PANHEAD Revisions: 0 — NO CHG THIS SHT Revisions: C — ADD NOTES Revisions: 8 —PER LE 8/17/01 2x WOOD BUCK (SEE NOTE 2) .250 MAX. PRODUCT REPI :1VED B %C� hr Hello Accessace 0 2 •/3 aspired= We 11124 Wei Dab et 010,1 DHbioa ALUMINUM FRENCH DOOR W/ SIDELITES Series/Model: Scale: Sheet Drawing No. Rev: FD -101 NTS 8 of 8 972 D • May 08 03 02:21p NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION FERMI NO. BP /S5 TAX FOLIO NO. / /s. /OZ /D STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance w;th Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /AO/ ,t/6 ,/ ore W4Peee salj a pB f Lot Ar • ',Iv' or Apr ,zt / Y 2.0 dt o� God.2414 2. Description of Improvement: jc2 /) 1(9 0 i -'h1 3 Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address. ) — 158 4 5 A )$ k t cl 5'7 5 Surety :(Payment bond required by owner from contractor. if any) Name and address: Amount of pond $ 6. Lender's name and address: I e "1/41,1i4 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: 1 8. In additon to himself, Owner designate the following oerson(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1 )(b), Florida Statutes. Name and address: J cr r_.4C Dote h. y ■ 7 / SW 1 9 isk ,' „ X3) -7 6 9. Expiration dale of t ".is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owners Name / 4 0W,CO eiA. p,4 Sworn to and subscribed before me this 13 day 01 Notary Publi Print Notary's My Commissi n Expires: J e ;i PN, JANET L. CLARK MY COMMISSION q DD 142500 A Bolded Note y Public Underwriters PG,h WITNESS HAM(' By STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true y o � py of the original filed in this office on L r_ day of , AD 20 nd and Official Seal. ERk, of Circuit , d County Courts r D.C. Address: I55'8T at 95 At 4 8 a.. 33/5 12101.52 2.93 TO: DOCUMENT COVER PAGE DOCUMENT "� TITLE: do I/ <<P, � l�Ujll�� (Warranty Deed, Mortgage, Affidavit, etc) EXECUTED By: CrahC lc) Co m pot / 201 i . I ! i Sri, s/o 3,3g Brief Legal Description: (If Applicable) v or) .",)• glar; / 5 v g gr qa . 39/5 1111111111111111111111111111111111111111111111111111111 CFN 2003R0312667 OR Bk 21247 Pgs 2746 - 2747► (213950 RECORDED 05/14/2003 10:47:16 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA MIAMI SHORES VILLAGE 1 BUILDING INSPE DEPARTMENT ',APiPLICATION FOR BUILDING PERMIT Application is hereby smtd,e for dm approval of the detailed state /t•nt ui cne plans and specifications herewith submitted for the build • ing or other structure herein ifesctpbcd. This application is made itr compliance and conformity with the Building Ordinance of Miami Shores \'ill,igc, 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. Zone cubage required (Signed) Street and Number where work is to be done.19,01 State work to be do •e an purpose of building (by floors).. New Building _ Remodeling To be constructed of Distance to next nearest building 1V: Building Inspector Owner's Name and AddresaC ,1 . Registered Architect and /or Engineer ...W Name and address of licensed contractor L L u .. eCV... Location and legal description of lot to be built on: ,` 1 Lot pl.S Block 1 Subdivision. ...L�X C�� r'CS Date..._....0.4b 23 .... Street_frEq./ . ?� oS .Plan Cubage... Size of Building Lot N - A and for no other purpose. Additio ,,,, Repairs No. of Stories ,S Kind of foundations ,,, Roof Covering i ? < 1000 Estimated Total cost of improvements $ Amo t of Permit S. 14 ;00 Maximum live load to be borne by each floor I hereby submit all the plans aAd specifications for said building. All notices with reference to the building and its construction may be sent to.. TO �}v�e..... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of iabur under the Honda 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 cruse 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 o 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 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, s.nd that all facts therein by him stated are true. Permit No 1 L__ Date.._.�1.. .... Read, Sworn to and Subscribed before me. Disapproved .... .0 Date. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member _..... _...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning llo.Lrd. A re wn•pcction 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.