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345 NE 100 St (9)PROPERTY OWNER Name, e r a r- )t rt ` .) I se, n 4: Address ✓\ b'a S N €_. \ oo S- r-e-e- f"liam. S�areS .-.--1-• 3 l 31 Home Telepho e �3al ) s 7— 3I1 Business Telephon q S 4+ 9'25 - S 5, s Y 2- S Fax ( CI 5 925 SL{Z"/ TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must he taken to obtain a permit from the Miami Shores Village: Step 1. 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. 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: � I E. I 0o - rre.e H ; 4 rn ,S nre5 FL Address Apt. City State Folio Number II - 3ZoG -6 13 -5370 Ldscription of Work re plat e crc,r'c 1 nee r Lot /9 t 6 %2 IS Block 35 Subdivision t1MMrt .on* Sea. I PB 10 PG 70 Current Use of Property SIY' je fi t)r Res rtemcc Proposed Use of Property 5rirwle Tenant Information AJO+Je. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No., PERMIT APPLICATION R t: Zip Zoning R Linear Feet Square Feet .2-9.11 Units I Floors I ilJ�lue of Work (O O Bldg Value t A ( /2-3 Tax Assessed/Appraised Value I Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 ImPOIrfANT N r' I. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6 :00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the 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 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 FLORID COUNTY OF MIAMI -DADE Signature of Owner Signature of Contractor / Qualifier Sti / Ct Print Name J Sworn to and subscribed before me this 2 9 day of 2n Signature of Notary Pub Ic - State of Florida SEAL: I ` °" DONNA $HERLOCK t "'* Notary Public - State of Florida My Canrniesion Expires Jun 20. 2006 9� � ;• ' Commission 1 00127669 ,4 Bonded By National Notary Assn. Personally kno ■ _ OR, Prod Identificatio 4116-.......- STATE OF FLORIDA, COUNTY OF MIAMI - DADE 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: Type of Identification Produced: For Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/14/2002 Applicant: BRENDA Owner: WYSONG JOB ADDRESS: 345 Contractor Local Phone: Parcel # 1132060135370 NE 100 Permit Status: APPROVED Permit Expiration: Work: REPLACE FRONT DOOR BRENDA MARTINEZ WYSONG GEORGE K. WYSONG, 111 305457 -3617 345 N.E. 100TH ST. MIAMI SHORES, FL 33138-2420 • Pay rder of e ( C A � order of 1 � Lary > 07-00 o O BankofA4lerica. ACH Rrr 063000047 1:0630000471: 00344696 2380 L L5 2 . Building Permit Permit Number: BP2002 -1953 WYSONG BRENDA ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & E1/2 LOT 18 BLK 39 LOT SIZE Fees: FEE2002 -6436 FEE2002 -6437 Description Building Permit Application Fee CCF Total Fees: Amount $60.00 $6.00 $66.00 Total Fees: $66.00 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection 0 fee is $50.00, which must be paid in advance before calling for annthcr inc.;tion. 5/13/2003 pate // / / S /b wta -ob ollars Construction Value: he equipment or device described in the application herefor in strict compliance with all with any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or if the plans are changed without 63 -4/630 FL :tor or builder named above assumes the responsibility for a thorough knowledge of the gs or in the statements or specifications and that he assumes responsibility for work done 1152 compliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume responisibility for all work done by either BY: BY: $600.00 STANLEY MAKE SOMETHING GREAT' HURRICANE DOOR SYSTEM STA -TRU S/E 6'8" OUTSWING & INSWING GLAZED RESIDENTIAL INSULATED STEEL DOOR WITH AND WITHOUT SIDELITES SISTEMA PARR PUERTAS HURRICANE NOTICE OF ACCEPTANCE AND APPROVAL /INSTALLATION DRAWINGS SAVE FOR BUILDER AND INSPECTOR Part No. 53084 MIAMI-DADE MEI PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 7300 Reames Rd. Charlotte ,NC 28216 Your application for Notice of Acceptance (NOA) of: "Sta -Tru" S/E 6'8 In -swing Glazed Res.Ins Steel Door w /wo Sidelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0928.04 EXPIRES: 11/01/2006 Raul tcoangucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE° This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER 13UILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305)375.2902 FAX (305) 3726339 Francisco J. Quintana, R.A. Dilutor Miami -Dade County Building Codc Compliance Oflicc \ 1t0450001 \pc2000\Ntemplates4afice accepunce cover page.dot Internet mail address: postmaster t'huitdingcodeontinc.cnm Ilomcpagc: http : / /NNw.buildingcndeonlinc.com Stanley Door Systems ACCEPTANCE No.: 01- 0928.04 APPROVED : November 01, 2001 EXPIRES : November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 01- 0129.19, which was issued on May 03 , 2001 It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sta -Tru" S/E 6' 8" Inswing Glazed Residential Insulated Steel Door w / wo Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No. 43970 titled "Stanley Inswing Glazed 11 -4 x 6 -8 Steel Edge Door -W/ & W/O Sidelites" Sheets 1 through 7 of 7, dated 01/11/01, prepared by R.W Building Consultants, Inc., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with or without sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of thi(dna will require a protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. SLt I - LLAi4a . !shag I. Chanda, P.E. Product Control Examiner Product Control Division Stanley Door Systems ACCEPTANCE No.: 01- 0928.04 APPROVED : November 01, 2001 EXPIRES : November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. I (4,41 1 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE 3 STANLEY DOOR SYSTEMS STA -TRU STEEL EDGE INSWING 8.8 GLAZED STEEL DOOR W /AND W.OUT SIDELFTES IN A WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 5. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM -E331. 6. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS IN MIAMI -DADE COUNTY. 7. DESIGNED PRESSURE RATING SEE TABLES PAGE 1. 8. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE DOOR CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Panel & Sidelite Construction: Fnce sheets: 24 GA.(0.021')minimum thickness, Galvanized steel A -525 commercial uali - AKDQ per ASTM 620 with yield strength Fy(min .)26,240 psi Core design: Polyurethane foam core, with 1.7 pcf lbs. density by BASF. Door Panel_ Construction: la type, The perimeter stiles are a roll formed formed edge ge from .028' thk. galvanized steel. The vertical edges of the face sheet are crimped to form a mechanical lock with the hinge and latch steel edge stiles. The top and bottom edges of the face sheets are bent 90' over the steel edge top and, bottom. The % % nels a re sgn dwigh re glazzed welde com us a two ers. piece polypropylene r e frame wT h mite S Weld/. Pnnrt Cgnstjuytipp; The vertical edges of the skin are flush and glued to the top and bottom finger jointed pine stiles. The horizontal edges of the panel skin ore roll roll formed over the finger jointed side stiles to form a mechanical lock. Panels ore sandwich glazed using a two lace plastic lite frame with mitered & welded corners. TABLE OF CONTENTS SHEET 1 2 3 4 5 6 7 DESCRIPTION COMMON (GENERAL NOTES & TYPICAL ELEVATION) VERTICAL CROSS SECTIONS & BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS ANCHORING LAYOUTS & DETAILS ANCHORING LAYOUTS, DOOR MODELS & GLAZING DETAILS UNIT COMPONENTS DESIGN PRESSURE RATING UNIT TYPE SINGLE SINGLE W /S:OELNES DOUBLE OOURLE W /SDEUTTS WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED +50.0 PSF -50.0 PSF +50.0 PSF -50.0 PSF +50.0 -44.0 PSF W /IMPERLAL. AST. +50.0 -44.0 PSF W/IMPERIAL AST. +50.0 -50.0 PSF W/WINDJAI/BER II AST. +50.0 -50.0 PSF W/WINDJAMBER II AST. 141.0' MAX. OVERALL WIDTH 36.75" MAX. ANEL WIDTH - 31.75" MAX. W /ASTRAGAL PANEL WIDTH O 0 v I DOUBLE DOOR W /SIDELRES ELEVATION 74.0' MAX. OVERALL WIDTH -� 35.75" MAX. PANEL WIDTH ALL DOOR MODELS ARE VIEWED FROM THE FXTFRIOR SIDE (INSWING DOORS) XX DOUBLE DOOR ELEVATION OXXO P D 21.125' MAX. D.LO. 33.438" FRAME 1 37.5' MAX. OVERALL WIDTH r X SINGLE DOOR ELEVATION � 104.5" MAX. OVERALL WIDTH ---i Ell IT SINGLE DOOR W /SIDELITES ELEVATION O DUCT RENEWS') rn :NCEN., DI- o928 •O t t, Al ION DATE /Jd 1 1 S' 1.40.6 14(.41 \ RODVLT CYrrTRtK.D MOW '1I CODE CONYU Oi9IC0 PF?F0YEG AS COMPLYING WITH THE DA rbr BY PR CTC .IROLI),ISO Bu:LD:rc CODE COMPLIANCE OFFICE ACCEPTAr.C.' riO 0 1 - oi2p. / 9 z a. z 0 n co N I-. N 0 zz 0 2 J 0 z m z 0 , WBUILeiNO CONSULTANTS. INC 813.584.3831 DATE 01/11/01 sear. N. T.S. owo. Eft TJH Dix eY: RW eaary Na.: 43970 SHEET 1 Or 7 In in w x z x 0 0 N To ro IMBUE 1.75' MIN. PANEL THK. 2 O VERTICAL CROSS SECTION DOOR PANES SEE GLAZING DETAILS SEE NOTE FOR SPACING INTERIOR 12" O.C. 1.75' MIN. PANEL THK. EXTERIOR 2 VERTICAL CROSS SECTION 2 SIDFLITE SEE GLAZING DETAILS SEE NOTE FOR SPACING INTERIOR • hw ITEM 1 2 3 4 5 6 7 8 9 10 COMPRESSION WEATHERSTRIP (SCHLEGAL QDS 650) FOAM MAONF1C WEATHERSTRIP (Ho! FS) SIDELITE TOP & BOTTOM RAIL (PONDEROSA PINE) PINE 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 31 32 33 34 35 36 37 38 39 40 NOTE: SPACING FOR ITEM 132; TOP & BOTTOM (1) 3 1 /2' Th. . IN FROM CORNERS Ac (1) IN THE CENTER. SIDES: (6) SCREWS 3 1/4 ". 13 3/4 ". 26 1/2". 39 3/8'. 52" & 62 5/8". T'T HINGES 4' X 4" X .088 WT. (STANLEY) STEEL DESCRIPTION MATERIAL DOOR SKIN (.021" MIN. STEEL) STEEL STEEL EDGE CAP, HINGE STILE (.028" THK.) STEEL STEEL EDGE CAP. LATCH STILE (.028" THK.) STEEL STEEL EDGE CAP, TOP (.028" THK.) STEEL STEEL EDGE CAP, BOTTOM (.028" THK.) STEEL WOOD LOCK BLOCK. DOOR PANEL 4" x 12" X 1.75" WOOD #10 x 1/2" SHEET METAL SCREW STEEL SIDELITE BLANK JAMB (PONDEROSA PINE) PINE HEAD JAMB (PONDEROSA PINE) PINE HINGE JAMB (PONDEROSA PINE) PINE LATCH JAMB (PONDEROSA PINE) PINE POLYURETHANE FOAM CORE (BASF) TYPE A. INANITY: RESIN (P14120R) ISOCYANATE (P1001), CYCLOPENTANE. TYPE B. RETRO: RESIN (P12430R), ISOCYANATE (P1036). #8 x 2 1/2' PFH WS 1/4' SHIM MATERIAL LTTE FRAME (ODL Spartech Polycom PP5530 C13) UTE FRAME (Trinity GE ASA Poycarbanate GLAZING COMPOUNDS — SIUCONE CAULK GE WINDOW DOOR, NOVAGUARD) — LATEX SEALANT ID NAIL GLASS (1/2 OR 1" BY ODL SEE GLAZING DETAIL) KWIKSET TITAN 700 SERIES DEADBOLT KWIKSET TITAN 700 SERIES KNOB #10 x 2" PFH WOOD SCREW #8 x 2 PFH WOOD SCREW MASONRY GLAZING TAPE (VENTURE TAPE .30 W. x .03T THK.) GLAZING COMPOUND UOUID NAIL LATE SEALANT GLAZING COMPOUND SILICONE CAULK (NOVAGARD) 9 x 1.00 F.H. WO SCREWS 8 x 2' PANH WD SCREWS 3 16 TAPCON 11W OR 3 16 ELCO 2 2 LG. 3/16' TAPCON (OW) OR 3/16' (ELCO) 2 1/4" LG. #8 -1 1/4" TEK SCREW (UTE FRAME SCREW) GLAZING STOP QUARTER ROUND (1/2" x 1/2") BRAD TRIM NAIL 2" LG. 2X BUCK Ma& EXTRUDED ALUMINUM ASTRAGAL (IMPERIAL) 1.68"X1.22" BLANK STILE (PONDEROSA PINE) ASTRAGAL EXTRUDED ALUM. (WR68S A<L127LU/& ' I) COMPRESSION WEATHERSTRIP (HOUIS, SEE NOTE 3 SHT. 3) DOOR BOTTOM SWEEP (ATTACHED W /DOUBLE SIDED TAPE) REyy3i1CT A ; r.' f ., A �.-:r.': 1):. N i S 4G d .... rF.-rr -rr •-nwc a :7E STEEL POLYPROP. ASA LATEX N E STEEL STEEL CONCRETE FOAM SIUCONE STFFI STEEL ALUM. STEEL STEEL STEEL PINE STEEL WOOD ALUM. PINE ALUM. FOAM VINYL APPROVED AS COMPLYING 1MTH THE SGUIH FIM A gy9IN DA IM 11 ll .7 BY PAC I C IIP.OL OPVSION SUILC..., COE COMPLIANCE OFFICE ACCT :PIA!:CEIJO 0/ -0'2Q. 19 0 a a a 0 z U, z 0 ?•VI8UgA1No CONSULTANTS. INC. 813.684.3831 of.Tn 01/11/01 scALL: 1 /2' = oWG. er TJH CHK. ETC RW DRAWING NO.: 43970 SHEET or SPACING SEE NOTE #1 STRIKE PLATE 2 FOR SPACING ATTACHMENT SEE NOTE SHT. 1.15' MIN. EMB. 0 HORIZONTAL. CROSS E VON SHIM .25 MAX. r E Prai ' On .15' MIN. C -SINK 2 HORI7ONTAI CROSS SECTION 3 AT I ATCH JAMB TO BUCK. TYP. w nZ CL ACTIVE 2 FOR SPACING SEE NOTE SHT. 2 FOR SPACING SEE NOTE SHT. CY- t W ° N SPACING SEE NOTE #2 2 FOR SPACING SEE NOTE SHT. ®-- STRIKE PLATE ATTACHMENT .P lt.: _ ••:. •.1:. :' 1e• INTERIOR INACTIVE NOTES: 1. SPACING FOR ITEM #28 ON THE WR68S ASTRAGAL IS AS FOLLOWS: TOP DOWN do BOTTOM UP; 1', 3', 5', 26'. do (1) 4' UP FROM THE STRIKE. 2. SPACING FOR ITEM #28 ON THE IMPERIAL PE'a ASTRAGAL IS AS FOLLOWS: TOP DOWN & BOTTOM UP; 1', 2 1/2', 4', 5 1/2', 13', ACCF 18' do 26'. F30'1 3. WHEN USING HOLMES MAGNETIC TYPE WEATHERSTRIP ON THE FRAME USE ITEM #34,Y_ HOLMES COMPRESSION TYPE WEATHERSTRIP, ON THE HINGE JAMB. . J N V. 2 SEE NOTE 3 .- Q a SHT. 3 .15' MIN. C -SINK DI A. t xEs TANCF N0V I,2 00 AT Ux: ban. 7001AT Otgrett.nryttlqw 25 MAX. SHIM EXTERIOR 1.15' MIN. EMB. HORIZONTAL CROSS SECTION A7 HINGE JAMB TO BUCK. TYP APPROVED AS COMPLYING YATH THE SOUTH FLORIDA BUILDING CODE D TE BY PROC CT - 11ROL OIVISON BUILC7:G CODE COUPLUV:CE OFFICE ACCEPTANCE It) 01- 0 /Z9. N9 0 i to z UI O z v BU:LDINO CONSULTANTS. INC 813.684.3831 DAM 01/11/01 Sava: 1/2"= / ' OAC. BY: TJH mac BY: RW °Tux G, NO.: 43970 Saar OF 7 I.15 MIN, EMB. SEE NOTE SHT. 2 FOR SPACING SEE NOTE THIS SHT. 12 O.C. SEE OTE THIS SHT. 8 1/2' FROM TOP DOWN At (7) AT 9' 0.C. () HORI7ONTAI CROSS SECTION SIDELITE TO HINGE JAMB 12" O.C. SEE NOTE SHT. 2 FOR SPACING — a_ at w SEE NOTE 3 SHT. .3 VT INTERIOR In .15' MIN. 2 HORIZONTAL CROSS SFCTION C-SINK 4 SIDEI ITF TO BUCK •25" MAX. SHIM SEE NOTE SHT. 2 FOR SPACING 12" O.C. SEE NOTE THIS SHT. INTERIOR _EXTERIOR 8 1/2" FROM TOP DOWN at (7) AT 9" O.C. NOTE: THE SIDELITE IS FASTENED INTO THE JAMB WITH ITEM /24 (#8 x 2" PH. FH SCREW) SPACED AS FOLLOWS: 6' DOWN FROM TOP AND 6' UP FROM BOTTOM WITH (2) MORE EVENLY SPACED. A TOTAL OF (4) SCREWS. D HORIZONTAL CROSS SECTION S1DFI fl"F TO LATCH JAMB A).- 0 2 21.'421. DTS /VC ?. (?. S(ke,.. 1- APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COOS MAY 0 3 istl l'477ffra P BY PROC .:IROL DIVISION BUILDING CCCE COMPLIANCE OFF10E ACCEPTANCE NO ("` c " " a. co z U N 0 20 a 0 z In z 0 17) •• CONSULTANTS. INC 813.684.3831 DATE: 01/11/01 scoLE: 1/2"=1" eta TJH on( Ert RW DRAWING NO.: 43970 SHEET 4 or 7 ID 6" --I 6 •d -- 6" TYP. — 6" 16 TYP. 6 "-- 3 "-- 3 "-- 6 "-- 31 1W . TYP. 6 — m — 3" TY TYP. SEE DETAIL "C" & NOTE F 6 " -- 3 "-- SEE DETAIL "H" & NOTE 31 _ TYP. — 6" -- 3" -- 3" -- 6" Ca TYP. DETAIL "0" HINGE OUAII OFTAIL "H" ATTACH WR68S ASTRAGAL THROW BOLT STRIKE PLATE TO THRESHOLD AS SHOWN. FULL ANCHORING LOAD. DOOR PANFI S NOT SHOWN FOR /*/ CLARITY OF ANCHORING LAYOUTS AOCEY' &OOIR nON DATE 5LS1■. 000CT DL OS�'iSP0 1NG cow CO..tvlJA'NCF.OWICE OFTAIL "C" ATTACH WR68S ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. i6 D D DETAIL "C" ATTACH IMPERIAL ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. _ NOTE: ANCHORING ASTRAGAL STRIKE PLATE SCRFWS DETAIL "H" AT THE HEADER & THRESHOLQ ATTACH IMPERIAL ASTRAGAL THROW BOLT MUST BE USED TO ACHIEVE STRIKE PLATE TO THRESHOLD AS SHOWN PR. WW _ APPROVED AS COMPLYING WITH THE 0 rxr tin E CY PRODU T OIVISION CU�CDv :C CODE COMPLIANCE OFFICE ALCLPU.N,E NO 01-01 Zq. I q ro yIJ N O co In O N M C U 0 Z N O rn O K�' O N N. U O. F. 3 0 0 z N z 0 Tn . 'euILOWo CONSULTANTS. INC 813.684.3831 DATE 01/11/01 suL: N. T.S. D. (it . TJH cwt. CY: RW ONAW.NG NO.: 43970 DNtrl _5_ or 7 N t0 ® -I 35.75' MAX. PANEL WIDTH z • • !3 IIQ / !8 Oil CUED X 0 o p SEE NOTE SHT. 2 FOR SPACING GLAZED DOOR MODELS 4 00 DOOR PANELS NOT SHOWN FOR CLARITY OF ANCHORING LAYOUTS DSO -16 GLAZING SEALANT BY ODL .125' TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LITE .25' AIR SPACE 125' TEMPERED GLASS 1/2' GLAZING DETAIL, In 0 SEE NOTE SHT. 2 FOR SPACING NOTE: GLASS LITE FRAME SURROUNDS ODL Sported) Polycom PP5530 C13 Trinity GE ASA Polycarbonate PRODUCT - KUM lll. w LL7u AOCX*T*tata b _o Z O B3OPTR 4T'1N DATE v I Wanly SEE DETAIL 'C' & NOTE SHT. 5 QSO - 16 GLAZING SEALANT BY ODL .125' TEMPERED .75' AIR SPACE .125' TEMPERED GLASS 1' GLASS GLAZING DETAIL SEE DETAIL'D' HT. 5 CLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LITE 0 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE MAY BY PROD L DIVISION DRAWING NO. BUILDING CODE COMPLIANCE OFFICE 43970 ACCEPTANCE NO.Ot -° E 0 z SHEET DF Z z z 0 t§ o: v v wBULLDINO CONSULTANTS. INC. 813.684.3831 COVE 01/11/01 SCALE: N. T.S. DRO BE TJH CHIC BM RW t-6 3" — rr 6 6•� 3' 3'� 6'� .SEE -' — 16 TYP. G' SHT. _ _ 16 1YP. DETAIL 5 1W l � _ ul co _ 16 16 TYP — r TYP I - - n of Q ® TYP. - _ - I ® TYP. 0 f 3• 3 , y � F3. N t0 ® -I 35.75' MAX. PANEL WIDTH z • • !3 IIQ / !8 Oil CUED X 0 o p SEE NOTE SHT. 2 FOR SPACING GLAZED DOOR MODELS 4 00 DOOR PANELS NOT SHOWN FOR CLARITY OF ANCHORING LAYOUTS DSO -16 GLAZING SEALANT BY ODL .125' TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LITE .25' AIR SPACE 125' TEMPERED GLASS 1/2' GLAZING DETAIL, In 0 SEE NOTE SHT. 2 FOR SPACING NOTE: GLASS LITE FRAME SURROUNDS ODL Sported) Polycom PP5530 C13 Trinity GE ASA Polycarbonate PRODUCT - KUM lll. w LL7u AOCX*T*tata b _o Z O B3OPTR 4T'1N DATE v I Wanly SEE DETAIL 'C' & NOTE SHT. 5 QSO - 16 GLAZING SEALANT BY ODL .125' TEMPERED .75' AIR SPACE .125' TEMPERED GLASS 1' GLASS GLAZING DETAIL SEE DETAIL'D' HT. 5 CLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LITE 0 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE MAY BY PROD L DIVISION DRAWING NO. BUILDING CODE COMPLIANCE OFFICE 43970 ACCEPTANCE NO.Ot -° E 0 z SHEET DF Z z z 0 t§ o: v v wBULLDINO CONSULTANTS. INC. 813.684.3831 COVE 01/11/01 SCALE: N. T.S. DRO BE TJH CHIC BM RW STANLEY. STANLEY DOOR SYSTEMS 7300 REAMES ROAD CHARLOTTE, NC 28216 PH. (704) 921 -3470 1.68" In 1. 71 ' 1.107" 1.71 --{ N 1.566" — 1 ./// -r 0, N - .01 --I I _ O 0 0 \ ..,.......,.....,.:1/44/ .21 -� 1-.-- 1.198 ---'1 ---'1 DOOR PANFI STFFI EDGE CAP : CITE TOP do BOTTOM WOOD STYLE I .088" 4 x 4 DOOR HINGE DIM WOOD SIDELITE SIDE STYLE 1 1 . 0 ' I -' ASTRAGAL HAS TOP, BOTTOM d: SIDE .028" THK. STEEL 1.435" —1 %, iii (2) 8 1/4" L BOL TS ®BOTTOM do (2) 17 3/4" L. BOLTS ®7OP . /// a• CO � ^ PRODUCT: STANLEY INSWING GLAZED PART OR ASSEMBLY: UNIT COMPONENTS 5.646" THERMAL BREAK %iiiiii / / /�� % / / / / / / / / / / / /������ 1��S■10)11■11M»f� / / / / / / / / //i / / / / / �/ m N ,L6L' OPTIONAL n_ N C J Fa �� N Ea N ASTRAGAL (IMP 1 �� %% j O .075' WAI I Al UM, /i, DIM. A" / = 1 - 12 J W/(9) 12" BOLTS A" k -.625" I INSWING THRESHOLD co v EXTRUDED ALUMINUM .050" WALL W/ OR W /OUT THERMAL BREAK .5" GLASS = .58' 1 " GLASS = 1.08" ODL Sportech Polycom PP5530 Trinity GE ASA Polycarbonate Lite C13 Frame I F'- 1.767" 7 7 --I S T-60 (WR6863 EXTRUDFf) Al UMINUM .628" ° " n I ,E o ° n . I I r 2.5" --- 2.5" O O O O O O O / \ / SNOISIA321 � I 1.434" 1.2" I 1 s r. c../ W 1� I •I ` N SCHLEGEL -•.1 .525' 0 -LON .140" QDS65Q / L— INSWING DOOR BOTTOM SWFFP MVO ASTRAGAL HEADER STRIKE PLATE THRESHOLD STRIKE PLATE FXTRIJDFD VINYL .035" WAII ASTRAGAL WR68S .50" Al UM, WR68S .066" STEEL .515" n CONSULTANTS. CONSULTANTS. 813.884.3831 INC INC 4.5625" v � � - } iA L DAM 01 /11/01 r. ,, ' �� t - et •t) ttzaDXT_t. 1 � . " 'L "' TGN := ,�yy�{..- APPROVED AS COMPLriNG WI TH THE souTH ¢pA I oa PY 3�PPE SCALE N.T. (� I I I f pIQ 508'- owc. Err: TJH 2 �` clot. ev RW 1 HOI MFS MAGNETIC 7.1:1\ B WOOD FRAME I .475" PP, ODli T P.OL OR75tOH cuLO;O;COCEC0 PUA:CEDFFlCE ACCEPTAr.CE ,:D 0 , - o z q • , 9 DRAWING ` STANLEY -4 HOI MES COMPRESSION WEATHERSTRIP -- Tnr:.•rr`= swEr 7 or 7 WEATHERSTRIP MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 7300 Reames Rd. Charlotte ,NC 28216 The expense of such testing will be incurred by the manufacturer. MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 14(1 WIiST FLAGLER S'IRI0 r, sum: 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 c.'ONrItACTOR I.ICF :NSINC sE.(: ri (305) 375 -2527 FAX (305) 375.2555 CONrw\CTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375.2900 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 3726339 Your application for Notice of Acceptance (NOA) of: "Sta -Tru" S/E 6'8 Out -Swing Glazed Res. Ins. Steel Door w /wo Sidelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0928.03 EXPIRES: 11/01/2006 Raul Koangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEED This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office ,0t S000 I\pc2000\\templuet4atke accepunce co.er page dot Internet mail address: postmaster c Ilomcpagc: Mtp: /h.ww.buildingcndconline.com Stanley Door Systems ACCEPTANCE No.: 01- 0928.03 APPROVED : November 01, 2001 EXPIRES : November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCOPE This renews the Notice of Acceptance No. 01- 0129.18, which was issued on May 03, 2001 It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sta -Tru" S/E 6' 8" Outswing Glazed Residential Insulated Steel Door w / wo Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No. 43968 titled "Stanley Outswing Glazed 11-4 x 6 -8 Steel Edge Door -W/ & W/O Sidelites" Sheets I through 7 of 7, dated 12/27/00; prepared by R.W Building Consultants, Inc., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with or without sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. st, 1 (—Lc—. , [shag I. Chanda, P E Product Control Examiner Product Control Division Stanley Door Systems ACCEPTANCE No.: 01- 0928.03 APPROVED : November 01, 2001 EXPIRES • November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. !shag I. Chanda, P E. Product Control Examiner l'roduct Control Division END OF THIS ACCEPTANCE 3 DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED SINGLE +50.0 PSF -50.0 PSF SINGLE W /SIDEUTES +50.0 PSF -50.0 PSF DOUBLE +50.0 -44.0 PSF W /IMPERIAL AST. +50.0 -50.0 PSF W/WINDJAMBER II AST. DOUBLE W /SIDELTES +50.0 -44.0 PSF W /IMPERIAL AST. +50.0 - 50.0 PSF W /WINDJAMBER II AST. TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES & TYPICAL ELEVATIONS) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 ANCHORING LAYOUTS & DETAILS 6 ANCHORING LAYOUTS, DOOR MODELS & GLAZING DETAILS 7 UNIT COMPONENTS STANLEY DOOR SYSTEMS BTA.THU EDGE W15WIN3 B.94LAlED STEEL D00.9 WAND 01AYgDD FRAME STEEL EDGE OUTSWMNG 8-8 GLAZED STEEL DOOR WAND MOUT SIDEUTES IN A WOOD FRAME GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 5. DESIGNED PRESSURE RATING SEE TABLES PAGE 1. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE DOOR CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Panel d: Sidelite Construction: Faca ahaets• 24 GA.(0.021 )minimum thickness, Galvanized steel A -525 commercial ualit - AKDQ per ASTM 620 with yield strength Fy(min.)- 26,240 psi Core design: Polyurethane foam core, with 1.7 pcf lbs. density by BASF. Door Panel Constructiop: Glazed type, Pie perimeter stiles are a roll formed steel edge from . thk. galvanized steel. The vertical edges of the face sheet are crimped to form o mechanical lock with the hinge and latch steel edge stiles. The top and bottom edges of the face sheets are ent 90' over the steel edge top and bottom. The J e ra o one l s m are e wi sp h mitendwiCh re gla d ed we e0 u$;ng a two rners. piece polypropylene c Sidelite Panel Cpnstfuytion The vertical edges of the skin are flush an glued to the top and bottom finger jointed pine stiles. The horizontal edges of the panel skin ore roll roll formed over the finger jointed side stiles to form a mechanical lock. Panels are sandwich glazed using a two lace plastic lite frame with mitered & welded corners. 0 1 in to ro 141.0" MAX. OVERALL WIDTH 36.75" MAX. 1--PANEL WIDTH — 31.75" MAX. W GA PANEL WIDTH eta VCR `7 ci 0 DOUBLE DOOR W /SIDFI ITES ELEVATION }�- 74.0" MAX. I — OVERALL WIDTH — I Rf k # ik ` 7 f► ill V7 2 x z 0 XX DOUBLE DOOR ELEVATION 35.75" MAX. PANEL WIDTH OXXO 21.125" MAX. D.LO. 33.438" FRAME 104.5" MAX. OVERALL WIDTH OX0 V W x 0 0 in N CO 0 I m AIL DOOR MODELS ARE VIEW D PRODUCT RENEWED FROM THE INTFRIDR SIDE Ac t , 01- 052 03 " (OUTS WING DOORS) E7(P'RATION DATL No VEHSECL 1 1 2 0 0 6 M _ 1. LL. .. -L DUIDINOCODEOD C 37.5" MAX. 1 OVERALL WIDTH X SINGLE DOOR ELEVATION SINGLE DOOR WJS RFI ITFS El EVAT1ON APPROVED AS COMPLYING MATH THE SOUTH FLORIDA BUILDING CODE Ai 0 BY PROD: T CONTROL DIVISION BUND 0E COMPLIANCE OFFICE ACCEPTANCE. J :00f -OIZ T. /9 ( cc i U O W in 2 rn csi o I 0 a. 0 >- m 0 z In z 0 rn 1 • BUILDING CONSULTANTS. INC 813.684.3831 OATL 12/27/00 SAIL N. T.S. owc. En% TJH CNN. BY. RW ORAw1NG NO.: 43968 SNTrr 1 of 7 bQ ?i° e. • i o IfP ° is 0 FOR L • • a • p • O • • • • • • 0 •• • o • . O • IMO 1 ° A5' N SEE GLAZING DETAILS 0 EXTERIOR 0 n %ice -!!, 1.75 MIN. PANEL THK. SEE GLAZING DETAILS SEE NOTE FOR SPACING O INTERIOR stfii \!``i �� MEI Cii W N SEE NOTE SPACING INTERIOR 1.75 MIN. PANEL THK. V c a V O VERTICAL CROSS SECTION DOOR PANEL U) N CO N n CO 12" O.C. ITEM 1 2 3 4 5 6 7 8 9 10 THERST IP ((SC GAL QDS 650) FOAM MAGNETIC WFATHFRSTRIP (H01 LIES) SIDELITE TOP & BOTTOM RAIL (PONDEROSA PINE) PINE 11 12 13 14 15 16 17 IB 19 20 21 22 23 24 MASONRY GLAZING TAPE (VENTURE TAPE .30" W. x .037 THK.) GLAZING COMPOUND LIQUID NAIL LATEX SEALANT GI A7ING COMPOUND SR ICONE retll K (NOVAGARD) A 9 x 1.00 F.H. WD SCREWS 25 26 27 30 31 32 33 34 35 36 37 38 39 DESCRIPTION MATERIAL HINGES 4 X 4' X .088 WT. (STANLEY) STEEL DOOR SKIN (.021" MIN. STEEL) STEEL STEEL EDGE CAP, HINGE STILE (.028' THK.) STEEL STEEL EDGE CAP, LATCH STILE (.028' THK.) STEEL STEEL EDGE CAP, TOP (.028" THK.) PINE STEEL EDGE CAP, BOTTOM (.028" THK.) PINE WOOD LOCK BLOCK, DOOR PANEL 4' x 12' x 1.75' PINE #10 x 1 2 SHEET METAL SCREW COMPRESSION WEA R HLF STEEL SIDELRE BLANK JAMB (PONDEROSA PINE) PINE HEAD JAMB (PONDEROSA PINE) PINE BINGE JAMB (PONDEROSA PINE) PINE LATCH JAMB (PONDEROSA PINE) PINE POLYURETHANE FOAM CORE )(BAS (( ))� TYPEAB. INFINITY: RESIN RETRO: RES N 124 0R) (PP110366). NTANE #8 x 2 1/2' PFH WS 1/4 SHIM MATERIAL LITE FRAME (ODL Spartech Polycom PP5530 C13) LTTE FRAME (Trinity GE ASA Polycarbonate) GLAZING COMPOUND SIUCONE CAULK (GE WINDOW & DOOR) GLAZING COMPOUND LIQUID NAIL LATEX SEALANT GLAZING COMPOUND SIUCONE CAULK (NOVAGARD) GLASS (112" BY ODL SEE GLAZING DETAIL) GLASS (1 BY ODL SEE GLAZING DETAIL) KWIKSET TITAN 700 SERIES DEADBOLT KWIKSET TITAN 700 SERIES KNOB #8 x 2' PFH WOOD SCREW #10 x 2" PFH WOOD SCREW 8 x 2' PANH WD SCREWS BUMP THRESHOLD 3/16' TAPCON (TTWJ OR 3/16' (ELCO) 2 1/2' LG. 3/16' TAPCON (1TW) OR 3/16" (ELCO) 2 1/4" LG. #8 -1 1/4" TEK SCREW (LfTE FRAME SCREW) GLAZING STOP QUARTER ROUND (1/2" x 1/2') BRAD TRIM NAIL 2" LG. 2X BUCK OPIlQOAL EXTRUDED ALUMINUM ASTRAGAL (IMPERIAL) 1.68'X1.22 BLANK STILE (PONDEROSA PINE) ASTRAGAL EXTRUDED ALUM. (WR68S IfNp1W%7? / ) COMPRESSION WEATHEJSTR7 (HOUALS, SEE NOTE 3 SHT. 3) PL DUCT RENEWETD Acct 1 NX H 451 zSC. o3 VERTICAL L CROSS ROSS SECTION RXTVTATIOTT GATT NOT./ 1 ( A . NOTE: SPACING FOR ITEM j32; TOP & BOTTOM (1) 3 1/2 ° � IN FROM CORNERS & (1) IN THE CENTER. SIDES; (6) SCREWS ntootEI 6r+T'm neitSIU 0 3 1/4', 13 3/4 ", 26 1/2', 39 3/8', 52" & 62 5/8 ". 1AT11Iy0 coot. Nriun.s14c8 STEEL POLYPROP, ASA LATEX NE SILICONE STEEL STEEL CONCRETE FOAM SILICONE STFFL STEEL ALUMINUM STEEL STEEL STEEL PINE STEEL WOOD ALUM. PINE ALUM. FOAM APPROVED AS COMPLYING WITH THE DE OA T4raf U O C� i f BY TJY1 ///S F R00 U • C. ROLOMSION !.p; _;.G2E COMPLIANCE OFFICE Ada 0,444 001"O,Z9.1 N Q v10 n CC I K O LU VI IN 2 rn Q CC 0 J z 0 q • 0 0 a CO 0 COQ � I p in ^ O m rc co N z 0 �Ar Tft CONSULTANTS. INC 813.684.3831 an 1 2/27/00 sum 1 /2' =1 " owe. Br: TJH OIX. Br:. RW DRAW:NC NO.: 43968 SHEET 2 OF 7 o to SEE NOTE SHT. 2 FOR SPACING SPACING SEE NOTE /1 STRIKE PLATE ATTACHMENT INACTIVE 9 0 EXTERIOR 1C 1.15 MIN. EMB. .25" MAX. SHIM 1 HORIZONTAL CROSS SECTION 3 A7 ASTRA TYP (W /ITEM 138 WR68S) .15" MIN. C -SINK 2 HORIZONTAL CROSS SECTION 3 AT LATCH JAMB TO BUCK. TYP. r Z O. ACTIVE SEE NOTE SHT. 2 FOR SPACING U z W 0 Cn SEE NOTE SHT. 2 FOR SPACING INACTIVE SPACING SEE NOTE /2 SEE NOTE SHT. 2 FOR SPACING NOTES: 1. SPACING FOR ITEM /28 ON THE WR68S ASTRAGAL IS AS FOLLOWS: TOP DOWN do BOTTOM UP; 1 ", 3 ", 5 ", 26 ", & (1) 4" UP FROM THE STRIKE. 2. SPACING FOR ITEM /28 ON THE IMPERIAL PE ASTRAGAL IS AS FOLLOWS: TOP DOWN d: BOTTOM UP; 1'. 2 1/2 ", 4 ", 5 1/2 ". 13 ". 18" do 26 ". 3. WHEN USING HOLMES MAGNETIC TYPE WEATHERSTRIP ON THE FRAME USE ITEM j39h HOLMES COMPRESSION TYPE WEATHERSTRIP, ON THE HINGE JAMB. STRIKE PLATE ATTACHMENT •MI•.: .•: ..I •• I• . O © O Go • •• O . O. : •MII!� ar 0 SEE NOTE 3 'I ' SHT 3 tra ACC .15" MIN. C -SINK ACTIVE EXTERIOR 25" MAX. SHIM INTFRIOR 1.15" MIN. EMB. 0 HORIZONTAL CROSS SECTION AT HINGF JAMB TO BUCK. TYP, ODUC1 Kr.nhvVHD rrmN 0 1 -o`+z$ o3s RA TION DATE S\•w \ . -c. TRODL CONT1 )' -MVIL( ".*° U) ING CODE COMrU.4NCEORM APPROVED AS COUPLYIN PATH THE SOUTH UU�aLV DE BY PRODIA:TLONTROI DIVISION 6U11.0N:; CODE COMPLIANCE OFFICE ACCEPTANCE NO Of 0 z 0 2 U 0 L N 0 CO z U 0 z N z 0 ��oulLnwo CONSULTANTS. INC. 813.684.38.31 a>F:12 / SCAM I/2 " =1 MC. BY: TJH CHIC Br: RW DRAWING NO.: 43968 91EET 3 or 7 1 15" MIN. EMB. SEE NOTE SHT. 12 O.C. 2 FOR SPACING U 0 W O UT �.�yy a k �7 Y' illoP:;:v..q..:.0... A? ■J • 0.0P . AP 41 d—Z.*••••• • • o° • PI Z Ni �� p O CCC NOTE 8 V2" FROM TOP DOWN & (7) AT 9" O.C. HORI7ONTAL CROSS SFCTION SIDELITE TO HINGE JAMB SEE NOTE THIS SHT. F .25" MAX. CI NM • O. • • • o _ vo • L . SEE NOTE SHE 2 FOR SPACING 12 n 7 d d . INTERIOR EXTERIOR kffEHIQB 15" MIN. O2 HORI7ONTAI CROSS SECTION C —SINK 4 SIDELITE TO BUCK EXTERIOR SEE NOTE SHT. 2 FOR SPACING 2 W O N 12" O.C. SEE NOTE THIS SHT. 8 1 2" FROM TOP DOWN do (7) AT 9" O.C. NOTE: THE SIDELJTE IS FASTENED INTO THE JAMB WITH ITEM 123 (#8 x 2" PH. FH SCREW) SPACED AS FOLLOWS: 6" DOWN FROM TOP AND 6' UP FROM BOTTOM WITH (2) MORE EVENLY SPACED. A TOTAL OF (4) SCREWS. 3 HORIZONTAL CROSS SECTION 4 SIOFI TTF TO LATCH JAMB PRODUCT KEN OV D AccErrsNaN.01 -O 92-8 -03 pl$RATION DATE A. ` n By \,� °'>� • LL 841:)00CT LoN 1RbL 01V1SKQY Wu-DING CODE COMFLi4 CE( !APPROVED AS COT. Lfl.., .. ... �t SOUTH FLORIDA BUILDING COOS E .: I I PRO I . T CO. TROL DMS:ON BUIL ODE COMPLIANCE OIFICE ACCEPTANCE NO.OI - OS Zy. 16 D a UT Z 54 BURDING CONSULTANTS. INC. 813.684.3831 D■TC 12/27/00 SG0.E 1/2" =1" rrwc. tir TJH oDL wet RW DRAWING NO.: 43968 sun 4 or 2 N N co co 0 (o r Nr-IF 3' TYP. _ 31 _ —y -- 6' 6' --I I- - TY SEE DETAIL 'C" & NOTE TYP. — DETAIL 'D" HINGE DETAIL 6' 3' -- 3" DETAI "H' ATTACH WR68S ASTRAGAL THROW BOLT STRIKE PLATE TO THRESHOLD AS SHOWN. DOOR PANFLS NOT SHOWN FOR CI ARITY OF ANCHORING LAYOUTS PRODUCT RENEWED IGcPttNT10N DATT. Q1 A 20y ) "IMM ' CO`mbL DI VISION HUT ill SG CODE OOMPLAAQ:CgOLVEI DETAIL "C' ATTACH WR68S ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "C ATTACH IMPERIAL ASTRAGAL. THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. NOTF: ANCHORING ASTRAGAL STRIKE PLATE SCREWS DETAIL "H" AT MUST THE BE USED ER & TO THRESHOLQ ATTACH IMPERIAL ASTRAGAL THROW BOLT FULL ANCHORING LOAD STRIKE PLATE TO THRESHOLD AS SHOWN APPROVED AS COMPLYING YOH THE E UTH PiatA e PROD BUILDING CODE COMPLIANCE OPPICE ACCEPTANCE NO 01 "o 16 ITROL DMSION 2 F. In V1 z 0 rr 'RI/I/BUILDING CONSULTANTS. INC. 813.684.3831 DOSE: 12 /27 /00 scAE: N.T.S. Dwc. Sr: TJH cNI. Br: RW DRAWING NO.: 43968 SHEET 5 or 7 35.75' MAX. PANEL WIDTH 0 0 • • s OKI SEE NOTE SHT. 2 FOR SPACING GLAZED DOOR MODELS .5' GLASS BITE QSO -16 GLAZING SEALANT BY ODL .125' TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LJTE 1111 Ii 1/2" GLAZING DETAIL. DOOR PANELS NOT SHOWN FOR CLARITY OF ANCHORING LAYOUTS .25" AIR SPACE .125" TEMPERED GLASS 1r 16 1S 1G Is El0 SEE DETAIL 'C' do NOTE SHT. 5 .5' GLASS BITE QSO -16 GLAZING SEALANT BY ODL 125 TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE UTE SEE NOTE SHT. 2 FOR SPACING 1' GLASS GLAZING DETAI NOTE: GLASS Lilt FRAME SURROUNDS ODL Spartech Polycom PP5530 C13 or Trinity GE ASA Polyearbonote PR'.}BUCT RENEWIO AOCE'TNGtN _ O 63 { !D Pt TION DATE 10 Z.ao( By \S�s I. � kA.�� 6UTUUCT O TIbL. DIVKIQ►1 BUIL )INC CODE OOMPIM NO,,BOiP SEE DETAIL'D" HT. 5 .75" AIR SPACE .125' TEMPERED GLASS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA AT 0 DE 33 N�� PRO. - •••■ . ..(DIVISION 4 BUA .4 CODE COMPUANCE OFFICE ACCEPTANCENo.0( °r 29. IS a 0 z UT z a ✓ t WBUnotwo CONSULTANTS, INC. 813.684.3831 DAM 12/27/00 sum N. T.S. BT: . TJH au. Br. RW DRAMS H0.: 43968 situ 6 or L B' 3• y . 3• 3' F 3. 6. I „SEE 6' — — _ 3 • 6' - 1 — _ _ 16 7W. _ i 16 31 TYP. �.� (Il, 6 1 TYP. _ SEE DETAIL 'U" Jr NOTE SHT. 16 TYP. —I 5 _ I �- 6 . 3 , ' 3. 6• 35.75' MAX. PANEL WIDTH 0 0 • • s OKI SEE NOTE SHT. 2 FOR SPACING GLAZED DOOR MODELS .5' GLASS BITE QSO -16 GLAZING SEALANT BY ODL .125' TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LJTE 1111 Ii 1/2" GLAZING DETAIL. DOOR PANELS NOT SHOWN FOR CLARITY OF ANCHORING LAYOUTS .25" AIR SPACE .125" TEMPERED GLASS 1r 16 1S 1G Is El0 SEE DETAIL 'C' do NOTE SHT. 5 .5' GLASS BITE QSO -16 GLAZING SEALANT BY ODL 125 TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE UTE SEE NOTE SHT. 2 FOR SPACING 1' GLASS GLAZING DETAI NOTE: GLASS Lilt FRAME SURROUNDS ODL Spartech Polycom PP5530 C13 or Trinity GE ASA Polyearbonote PR'.}BUCT RENEWIO AOCE'TNGtN _ O 63 { !D Pt TION DATE 10 Z.ao( By \S�s I. � kA.�� 6UTUUCT O TIbL. DIVKIQ►1 BUIL )INC CODE OOMPIM NO,,BOiP SEE DETAIL'D" HT. 5 .75" AIR SPACE .125' TEMPERED GLASS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA AT 0 DE 33 N�� PRO. - •••■ . ..(DIVISION 4 BUA .4 CODE COMPUANCE OFFICE ACCEPTANCENo.0( °r 29. IS a 0 z UT z a ✓ t WBUnotwo CONSULTANTS, INC. 813.684.3831 DAM 12/27/00 sum N. T.S. BT: . TJH au. Br. RW DRAMS H0.: 43968 situ 6 or L B' 3• y . 3• 3' F 3. 6. I „SEE — 16 — 7YP. 16 TYP. DETAIL 'G' SHT. 5 — -0 TYP — — _ 16 I-- TYP. in - 1 — _ 16 — 16 TYP. _ - _ °' T. I 0 L 7YP • �- - TYP I ll L 1 6 3 3• • 6 ' F 3" FF�� B • J 35.75' MAX. PANEL WIDTH 0 0 • • s OKI SEE NOTE SHT. 2 FOR SPACING GLAZED DOOR MODELS .5' GLASS BITE QSO -16 GLAZING SEALANT BY ODL .125' TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LJTE 1111 Ii 1/2" GLAZING DETAIL. DOOR PANELS NOT SHOWN FOR CLARITY OF ANCHORING LAYOUTS .25" AIR SPACE .125" TEMPERED GLASS 1r 16 1S 1G Is El0 SEE DETAIL 'C' do NOTE SHT. 5 .5' GLASS BITE QSO -16 GLAZING SEALANT BY ODL 125 TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE UTE SEE NOTE SHT. 2 FOR SPACING 1' GLASS GLAZING DETAI NOTE: GLASS Lilt FRAME SURROUNDS ODL Spartech Polycom PP5530 C13 or Trinity GE ASA Polyearbonote PR'.}BUCT RENEWIO AOCE'TNGtN _ O 63 { !D Pt TION DATE 10 Z.ao( By \S�s I. � kA.�� 6UTUUCT O TIbL. DIVKIQ►1 BUIL )INC CODE OOMPIM NO,,BOiP SEE DETAIL'D" HT. 5 .75" AIR SPACE .125' TEMPERED GLASS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA AT 0 DE 33 N�� PRO. - •••■ . ..(DIVISION 4 BUA .4 CODE COMPUANCE OFFICE ACCEPTANCENo.0( °r 29. IS a 0 z UT z a ✓ t WBUnotwo CONSULTANTS, INC. 813.684.3831 DAM 12/27/00 sum N. T.S. BT: . TJH au. Br. RW DRAMS H0.: 43968 situ 6 or L STANLEY DOOR SYST 7300 REAMES ROAD CHARLOTTE, NC 28216 PH. (704) 921 -3470 L 1.68' 1.566' --{ In n 1.71' 1.107" - -{ I 1.71 - N I I L_1 1 tn /II � I —J 0 0 O N • 1----1.198" I ` .088" 4 x 4 DOOR HINGE --I DOOR PANFI STFA FOGE CAP TOP, BOTTOM & SIDE .028' THK. STEEL SIDELITE TOP & BOTTOM WOOD STYLE WOOD SIDELITE SIDE STYLE 1 / — 1 1 . 0 " t-- ASTRAGAL HAS 1.435' --I (2) 8 1/4" L BOLTS B BOTTOM do (2) 17 3/4" L BOLTS 0 TOP IN /ii % / /i - % i / 1 rr .. /.,.,, %iii /w l =1 V % / / / / / / / / / / /% \\ ∎Wi.- / / / / / / / / / / / / /�/ �� c�.� co- I n : �.• • 1 ^ 'RODUCT: STANLEY OUTS GLAZED D x R WJ 8 & W/O STEEL TES PART OR ASSEMBLY: UNIT COMPONENTS 1 4.625' -I / / / / / �i ; ra ; = . �� N . co OPTION AL % 'a �' - J — O ASTRAGAL (IM / / /� � /�/ DIM. i1' j I - .625" .075" WALL nUTSWIN BUMP FACE DIM A" i � Lt. I � k - WW /(7) 12" BOLTS ALUMINUM :HOLD r•- 5' GLASS = .58" 1' GLASS = 1.08' ODL Sportech Polycom PP5530 C13 Trinity GE ASA Polycarbonate Lite Frame (WR68S IL 1.767' -I HK. 1 •628' T -6063 FXTRUOFI) AlIIMINUM 0 ul n m --1 2.5" O 0 0 0 O \ © © O / / 1 1.515- I SNOISIA32f j QDS65Q 1I ,SL' In N SCHLEGEL HH. .525' 0 -LON ^ I W t — 1.508' HOI MYS MAGNETIC WEATHERSTRIP 300 I ASTRAGAL HEADER STRIKE PLATE WR68S .066" STEEL ASTRAGAL THRESHOLD STRIKE PLATE WR68S .50" Al UM, -+ r. *. ✓ CONSULTANTS. 813.884.3831 Bo G INC 4.5625" r -- N / /// ^• PRODUCT 12/27/00 RENEWED DI- 052$ -t A PPROVED AS i;:Xwu r �, nC } p� ( q A �ttl � F f y N 1 J T 1 ACCE?TNNe. 475. FxAnovuA U Y DiE et TJH J_ / J . U I:1 NoNo ✓Eh ` 1 �.a N J r, ' or PRDD CT NTROL DMSION ax. Br. RW WOOD FRAME ORAMCNC NO.: 43968 HOLMES COMPRESSION WEATHERSTRIP run-DING ritoputh. mvrxAL owls tow CODE COMPlj4NCEOFlMi BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOW " 0 r �4• #9 sNECr 7 OF _7_ TRAGAL RETAINER BOLT STRIKE INSTALLATION INSTRUCTIONS FOLLOW' THESE INSTRUCTIONS AFTER THE DOOR UNIT HAS BEEN CoMPLETLY INSTALLED) RETAINER BOLT RETAINER SCREWS THERE ARE (2) SLOTS AND SCREWS AT THE TOP RETAINER BOLT RETAINER SCREWS THERE ARE (2) SLOTS AND SCREWS AT THE BOTTOM Top DETAIL A' evTTOM BOLTS HOLD DOOR OPEN AND LOOSEN THE SMALL PHILUPS FLATHEAD SCREWS AT THE TOP RETAINER BOLTS. DO NOT Rt N T E S ILL THE SPAY OUT THE 8I I TS WI, L DROP THRONG I THE ASTa .a . RAISE THE TOP BOLTS ONE INCH. REPEAT AT THE BOTTOM BOLTS. WITH RETAINER BOLTS EXTENDED PLACE A SMALL AMOUNT OF SEALANT ON THE HEAD OF EACH RETAINER DOLT. TOP Ac BOTTOM. SEE DETAIL 'A° ® SHUT THE INACTIVE DOOR ANO HOLD CLOSED. THE DOOR IS FULLY CLOSED WHEN THE DOOR FACE AND THE SIDE JAMB ARE IN THE SAME PLANE. SEE DETAIL 0 WITH THE DOOR HELD SHUT DROP RETAINER BOLTS AT BOTTOM AND PRESS AGAINST THE THRESHOLD. SLIDE THE RETAINER BOLTS AT THE TOP UP UNTIL THEY HIT THE HEADER. RETRACT ALL FOUR BOLTS AND OPEN INACTIVE DOOR. Q USING THE SEALANT LEFT ON THE HEADER AND THRESHOLD AS A CENTER MARK DRILL RETAINER BOLT HOLES OUT WITH A .375" (3/8') DIAMETER DRILL BIT. DRILL EACH HOLE 2.0' DEEP, pact I STONE PLATE Po a a 1 /a° OCTAL 'D° HEA003 0ET.JL t' Ci ® USING (2) 18 K 2 1/2' LONG PHILLIPS F ATHEAD WOOD SCREWS ATTACH THE ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE TO THE DOOR HEADER AS SHOWN IN LTkrAIL ° C° DEADBOLT PLATE FOLLOW THE KNOB & DEADBOLT MANUFACTURER INSTRUCTIONS FOR INSTALLATION EXCEPT THE STRIKE AND DEADBOLT PLATES ARE ATTACHED TO THE ASTRAGAL AND INACTIVE DOOR WITH (2) EACH PLATE 18 if 2 I/2' PHILLIPS FLATHEAD WOOD SCREWS. SEE DETAIL 'D KNOB STRIKE PLATE 0 AFTER THE STRIKE PLATES ARE ATTACHED TD THE ASTRAGAL FILL THE ASTRAGAL RETAINER BOLT HOLES TEAT WERE DRILLED IN THE THRESHOLD WITH SEALANT. SHUT THE INACTIVE DOOR. LOOSEN THE SMALL PHILLIPS FLATHEAD SCREWS, (RETAINER BOLT RETAINER SCREWS). AT THE TOP RETAINER BOLTS. 00 NOT RUN THE Fr'R jI I THE WAY OUT THE BOLTS WILL DROP ASIBALTAL SUDS THE BOLTS THE WAY UP INTO THE HEADER. RETAINER BOLT THROW IS 2.0 INCHES. TIGHTEN THE SCREWS, REPEAT AT THE BOTTOM BOLTS. SEE DETAIL A` Act I ELECTRICAL 'ryl'1•: Minimum Fee Q'1'V. 'Fv1'r: Dryer QTY. '1'YI'1{ Outlet, Appliance Q'1'V. '1'V 1'I: Service Repair Q "I'Y. 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 '1'YI'P. Minimum Fee QTY. TV'1'I . Condensate Drain QTY. TYPE: Generator QTY. '1'YI'P. 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 Q'l'Y. TV1'E Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TVI'r. Soakage Pit Q'I'Y. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ( x .60 x/1000 ) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PI:RIII'I' FEES TOTAL $ ISSUING OFFI('IA1, REVIEWED AND PREPARED BY: DATE: CONDITION OFAPPRO\'AL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com