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30 NE 94 St (3)Disapproved (Signed) ..e 0 MI S ES VILLAGE D:. te. Buildi ;' nspector BUILDING INSPECTION DEPARTMENT Ar TO FO mUILDING PERWHT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. • n Date.... ;.. _.. , 19 _, No4 Street_..! Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contra Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done._ wor be don nd rpose of building (. fl..rs) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foun Roof Covering (yam Estimated Total cost of improvements $.._ ._ / Amount of Permit $... Zone cubage required plan Cubage Distance to next nearest building..._ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No � Date // �5 r' Read, Sworn to and Subscribed before me. 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 Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor State work to be done a -) M New Building_ To be constructed of Permit No._ Disappr6: =�. ( Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Location and legal description of lot to be built on: Lot_________ Block Subdivisi Street and Number where work is to be done purpilding (by floors) Remodeling Kind of foundation Dat q� ___ rnat_ — Y? Building Inspector PLA ING BOAR Chairm Member 1 L Member Council Approved Date of $1.00 will be made for making No Addition Repairs No. of Stories Estimated Total cost of improvements $ _Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _____________Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only . such subcontractors,' on work to be performFd 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, b g by me e` tv_sworn, upon oath deposes and says that he is the of the abov described cons uct i � as carefully readUe foregoing application, and that he did sign the same, and that all facts therein by hiin stated are true ° t 0 ___ Street Read, Sworn to and Subscribed before me. and for no other purpose. Notary Public, State of Florida My Commission Expires DATE Member Member Member Disapproved Date corrections or changes to this application after NOTE: A charge the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. approval has been obtained from r- PaEr BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): (Building Electrical Owner's Name (Fee Simple Titleholder) ex, I tare_ t en Ewe Phone # 1 1 Owner's Address 3 (— 1 )- �� City �q� r � Mate ,----- Zi �- � `' �� Phone # Q Tenant/Lessee Name 6 �/ �j o e �A�.0 f 4-,/,,,ye_ Job Address (where the work is being done) "' fl - b-I City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO \// 1 Contractor's Company Name Contractor's Address City State Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # D $ Value of Work For this Permit Type of Work: ❑Ads ition Alteration / ❑ (Repair °enlace ❑ Demolition Submittal Fee $ Total Fee Now Due $ (Continued on opposite side) Building Department 10050N.E_2nd Avenue, Miami Shores, Florida 33138 05) 756.8972 act Miami Shores Village ,C• OO Master Permit No. Plumbing Mechanical Roofing Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Code Enforcement $ Structural Plan Review. $ 3o3V .ti PermitNo. ,662‘61-1— \ves Zip CCF $ 0 CO /CC Notary $ `� Training/Education Fee $ 0 Technology Fee $ / 5 Scanning $ / ° Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit st be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and IR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NIOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspe on will be charged.', Signature Owner or • ent The foreg ing instrument was a day of �'1UGU, 20 0y by 1 who is personally known to me or who has pro . uced NOTARY PU Sign: Print: ' Bon �lilpntIc My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 owted_ed before me this c11. } The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to inc or who has produced as identification and who did take an oath. As identification and who did take an oath. Thru Co., Inc Signature Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Located at: By Produced 1 VILLAGE OF MIAMI SHORES It UIILDJ[NG DEPARTMENT WNE ►'' BUILDER DISCLOSURE STATEMENT I ( e, / / e f f � f (' being the legal property owner, for the property Legally described as 1i■ kg Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td cork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or Less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building Nvho is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. The foregoing instrument Proof of ownership provided ( ) Was acknowledg d before me this c day of 1() 20 0 who is personally known to me or who has as identification and who did take an oath. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Wen®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literatu e. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NO- 1 b` ro d d to the user by the manufacturer or its distributors and shall be available for inspection at t est of the Building Official. This NOA revises NOA # 01- 1218.05 a g- 1 as well as approval document mentioned above. The submitted documentation was review NOA No 02- 1211.18 /65- Expiration Date: August 15, 2007 ct ...�G Approval Date: January 30, 2003 e Page I DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) Lai IN I El 1. +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) we, H 'Rrvtl nrIu, - , 7 7 X 4 l ru! Il 1 ' I ri 4 WI IN- I -, ACTIVE _ ___ _ GS , 6 �� ACTIVE I' I ► -' r r� 1 L� ACTIVE e o : :i I - i '. OVERALL OR PANEI 4 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) Lai IN -ACTIVE El 1. +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) we, DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psi -57.0 psf 4 y 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL IN UNIT COMPONENTS i.■11l _ � ACTIVE e - I - i '. OVERALL OR PANEI 4 .. y [ DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE POSITIVE NEGATIVE SINGLE W /WO SIDELITES - +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psi -57.0 psf TABLE OF CONTENTS SHEET ij DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 UNIT COMPONENTS Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-6 UNITS W/AND W/OUT LITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING 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. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. • 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Foce sheets: 24 ga. (0.020 ") minimum thickness, Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(ove.) = 23.675 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. - by dell - Wen, tnc. Ponel Construction: The active and inactive panels ore constructed from 24 ga. (0.020" min.) galvanized steel. The face sheet top and bottoms ore bent 90' over the lop and bottom roils. The lop roil consists of LVL measuring 1.57" x 1.042". The bottom roil is roll formed 0.021" galvanized steel measuring 1.67" x 1.21" with o 1.645" x 3.0" x 0.831" piece of pressed fiber board at each corner attached w /0.5" x 2.0" wire staples. The sides of the face sheet are roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 1.0 ". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Sash Construction: The sash is constructed from 24GA. (0.020 min.) galvanized steel. The edges of the (ace sheet are bent 90" over the polystyrene core and glued to it. The sashes are routed to receive the ODL (HP Polypropylene - Thermofil-P6-30FM039 I) & Trinity file frames. The units ore glazed with 0.125" tempered gloss. The lite frames are wet glazed on the exterior. Frame Construction. The frames are constructed from Pine jambs measuring 4.563" x 1.25 ". The heod jambs ore mortised and butt joined to the side jambs and attached with (3) 16 ga. 2" x 7/16" crown wire staples. The units use a bump face threshold measuring 4.041" x 1.0 ". The threshold is attached to the frame with (3) 16GA. 2" x 7/16" crown wire staples. E lul .5" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36" MAX. 1{ PANEL WIDTH W /ASTRAGAL PANEL WIDTH 4 D OUBLE OUTSWING UNIT 37.5" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH SINGL OUTSWING UNIT 14" MAX. PANEL WIDTH 14" MAX. PANEL WIDTH 70" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH 4 I AI UNITS ARE VIEWED FROM INTERIOR - 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. L PANEL WIDTH 36" MAX. I W /ASTRAGAL PANEL WIDTH a � SINGLE W /SIDELITES OUTSWING UNIT 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 4 6" MAX. O.L.O. 15.5" MAX. FRAME WIDTH 14" MAX_ PANEL WIDTH 6" MAX. D. L. O. r2\ DOUBLE W/SIDELITES �J OUTSWING UNIT PRODUCT REVISED ea empty wRy Die {t✓{d CwIA:ag c c* AoceW ace I% 02" 1211.1 S By Oh 0. 1- O v. N. r rn rn • N. U Q cc o Z cv = Z a0 W r\ • • Lo 0" o c J in • W = DATE >v n cL DRAvdNG NO N scxE N S -2104 �m Cy ty - - -oo eL:LDING CONSULTANTS. INC 813.659.9197 09/11/01 ex: TJH EMC. ex: RW O SHEET 1 DT 7 -- 80.0" MAX. SIDELITE PANEL HEIGHT — .0" MAX. SIOELITE PANEL HEIGHT ITEM DESCRIPTION MATERIAL t DOOR PANEL FACE SHEET 24GA. (.021 'MIN.) STEEL 2 HEAD JAMB (I 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAMB (I 1/4 x 4 9/16 PONDEROSA FINGER JOINTED PINE) PINE 4 SIDELITE BLANK JAMB (I 1/4 x 4 9/16 PONDEROSA FINGER JOINTED PINE) PINE 5 4" x 4" BUTT HINGE 12go.(.097" HAGER) STEEL 6 1110 X 1" PFH WOOD SCREW (HINGE TO DOOR) STEEL 7 LVL LATCH SIDE STILE (1.67 X 1.0 ") - 8 1/4" x 2 1/2" TAPCON STEEL 9 OUTSWINC BUMPER THRESHOLD (.050' EXTRUDED ALUM. BY PEMKO) ALUM. 10 COMPRESSION WEATHERSTRIP (SCHLEGEL 0 -LON ODS 650) FOAM 11 TOP RAIL (1.67" x 1.0 ") WOOD 12 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.) STEEL 13 DOOR HINGE STILE (1.67" x 1.0 ") WOOD 14 #10 x 1 3/4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK (1.71" x 4.0" x 11.875 ") WOOD 16 1/4" x 2 1/4" TAPCON STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb. DENSITY) BY JELD -WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL ( 050" WALL IMPERIAL) ALUM. 19 2x WOOD SUB BUCK WOOD 20 SHIM MATERIAL (.25" MAX. THK.) - 21 KWIKSET TITAN 700 SERIES KNOB - 22 KWIKSET TITAN 700 SERIES DEADBOLT - 23 BRAD TRIM NAIL 3/4" L. STEEL 24 #8 x 2" PFH WOOD SCREW STEEL 25 #8 x 2 1/2" PEN WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (WR68J /V /NQGtMBER /X) - ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 30 GLAZING COMPOUND (OSD BY ODL) SILICONE 31 18 x I" PFH WOOD SCREW (WR68J ASTRAGAL TO DOOR) STEEL 32 3/8" x 3/8" 1/4" ROUND SIDELITE STOP WOOD 33 8 x 7 1/2" TEN SCREW (LITE FRAME) STEEL 34 SCHLAGE KNOB SET - 35 1F51 SCHLAGE DEADBOLT 8360 — 36 STEEL SIDELITE PANEL 24GA. (.021" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 LITE FRAME (ODL HP POLYPROP. THERMOFIL- P6- 30FM0391) POLYPROP 39 LATCH JAMB (1 1/4 x 4 9/16 PONDEROSA FINGER JOINTED PINE) PINE 40 #10 x 2" PFH WOOD SCREW STEEL 41 PO x I PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 42 3/4" THK. x 4 9)16" DEEP PRESSURE TREATED REINFORCEMENT WOOD 43 1/4" x 1 3/8 WOOD MULLION CAP WOOD 44 I6GA. BRAD TRIM NAIL 1" L. STEEL 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 1/2" GLASS POLYPROP. 1/2" INSULTED TEMP. GLASS BY TRINITY /AMPAC - LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP. la 1" INSULATED TEMP. GLASS BY TRINITY / AMPAC - LITE FRAME SCREW #6 X 1 1/2" PANHEAD STEEL EXTERIOR INTERIOR 1.75" MIN. PANEL THK it 1 7 a DOOR PANEL A a 16 a a \ 1 VERTICAL CROSS - SECTION A SEE NOTE 7 SHT. 4 3 2 cj k `" o INTERIOR 40 SEE NOTE 4 SHY. 4 47 .4 SEE NOTE 3 SHT. 4 EXTERIOR .125" MILD GLASS THK. SIDELITE SASH Y Z uT Z 1.75" MIN. -- • PANEL THK 00 VERT ICAL CROSS- SECTION 0 m z v) w rRODUCT REVISED m comvb E with the Flo.ta. HuM'.:R Cade Acc-ixce.. No 2 - 121 I. 1 E F.arien:: Dal I .'a By Mk oI ur1 E.e - _t.o1 IHvis ,1 B1.1IE0I14G CONSULTANTS. INC 813.659.9197 WE: 09/11/01 SCALE: N .T. S DWG. Br: TJH a: RW DRAxeiNC N0. S - 210 4 m SHEET 2 0o 7 z 0 Li w 81.25" MAX. OVERALL FRAME HEIGHT 81.25" MAX. OVERALL FRAME HEIGHT PANEL HEIGHT INACTIVE ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0" L. x .312" DIA. 0 TOP & (2) 8.0" L. x .312" DIA. 0 BOTTOM • 11116%.11 • SEE NOTE 5 SHT. 4 1 . 15" MIN. EMB. SEE NOTE 1 SHT. 4 0 HORIZONTAL CROSS SECTION AT ASTRAGAL W/ITEM 126 WINDJAMBER . WR613J SEE DESIGN PRESSURE RATING CHART SHEET .15" MIN. C-SINK .25" Max SHIM THK HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK ACTIVE INACTIVE Z In to z EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK ASTRAGAL RETAINER BOLTS (2) TOTAL, (f) 9.0" t. .312" DIA. 0 TOP & (i) 9.0" L. x .312" DIA. © BOTTOM -J ‘11 Z .-: SEE NOTE aft 2 SHT. 4 Aa si• OPTIONAL ASTRAGAL HORIZONTAL. CROSS SECTION AT ASTRAGAL W/ITEM 118 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET .15" MIN. C-SINK .25" MAX. SHIM THK. ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" SEE NOTE 8 SHT. 4 .15" MIN. EMB. ACTIVE PRODUCT REVISED se complying with (be Meth Coik Amerce Dew No C tio thtz. IC.L By tett D41 Divis Coat 11,1 c BUILDING CONSULTANTS. INC 813.659.9197 a.m. 09/1 1 /0 1 scALE: N. T.S. SN: TJH Doc. B. RW DRAW:NG NO.: S -2 1 04 SKEET 3 of 7 a 1 , - ±? C 1:* 37 33 29 ®CO C 25 EXTERIOR INTERIOR O SEE NOTE 5 SHT. 4 � ccvt SEE NOTE 3 SHT. 4 C ® C SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 SEE NOTE 9 SHT. 4 SEE NOTE 6 SHT. 4 1 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO I ATCH JAMB TYP NOTES: 1 SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 ", 3.0" & 5.0 ". FROM THE BOTTOM UP; 1.0 ", 3.0 5.0 ", 20.0" & 38.75 ". 2 SPACING FOR ITEM 41 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0", 2.51 4.0 ". 5.5 ". 13.0 ", 18.0" & 26.0" (14 PFH SCREWS TOTAL) 3. SPACING FOR /J8 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0 " IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ", 13.0`, 26.0 ". 39.0 ", 52.0" & 63.0 ". 4 SPACING FOR BRAD TRIM NAIL 3/ L. ATTACHING THE OUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 1541Ft1 ATTACHING THE ST RIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 1/2" PEN WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE #8 x 2... PFH WOOD SCREW. 5 SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED. A TOTAL OF ( "6) SCREWS PER EACH VERTICAL MULLION. 7 7HE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. 8 WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE #10 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE X,10 1 3/ 4„ PFH WOOD SCREW, 9 I MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #44 A 1 " TRIM NAIL SPACED A MAX. OF 12" ON CENTER. n SPACING FOR ITEM #50 THE #6 x 1 7/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS' FROM THE TOP DOWN ON THE SIDES (5) AT 3.25", 18.0625 ", 328725 ", 47.5625" & 62.625" THE 1OP & BOTTOM (1) SCREW AT 4.4375 ". SEE NOTE 6 SHT. 4 INTERIOR EXTERIOR SEE NOTE 9 SHT. 4 0 4 22 HORIZONTAL CROSS SECTION r� AT SIDELITE TO HINGE JAMB, TYP. SEE NOTE 7 SHT. 4 1.15" MIN. EMB. 25" MAX. SHIM THK .15 MIN. COUNTERSII4K --0 SEE NOTE 4 SHT. 4 SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 SEE NOTE 3 SHT. 4 Z tn stn In (33 EXTERIOR SEE NOTE 7 SHT. 4 O3 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK TYP. PRODUCT REVISED as coo ptyfng wk91h Florida Ro dt,g Code Arrgoacer No Ex,rirctl' c Dctc r INTERIOR I I.I b e01 Coen mt L1} 5? '' BUILDING CONSULTANTS. INC. 813.659.9197 D•lL SCAE: N.T.S. Dwc. BY TJH CFO( . Br: RW PRA NO.' S -21 SHEET 4 or 7 -1 1_ 6" TYP 3 .. DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 0 Ob. 0 S EE NOT :�,', 5 SHT. 4 SEE DETAIL "F 7 SHEET 5 SEE DETAIL H SHEET 5 0- I I TYP. I II 1— 3" 6" —i I 3" L 3 SEE DETAIL K SHT. 5 TYP. DOUBLE DOOR ANCHORING LOCATIONS SE F HEADS OPTIONAL DETAI F HEADER RE TAIN R R ASTRAGAL IMPERIAL A A AL RETAINER BOLTS HEADER R ETAINER BOLT HEADER cTrIKE PLATE STRIKE PLATE SEE D ETAIL G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 n "? 0 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT 4 in VI tri DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SEE DETAIL J SHT 5 � r.• I�Iv 3 DETAIL K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW SEE DETAIL G SHEET 5 OPTIONAL DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED BI wmpMc 5 w6h the Florida e to Cc e .vc.'s:a kc Cip.rTtk Dar_ 7 e d Control Mba1 r.. fT 0 ft Cl O W < U L U In N - O 0 In BUILDING CONSULTANTS. INC 813.659.9197 DATE: 09/ I 1 /0 1 SC4IF: N.T.S DWG. BY TJH CIct. co: RW ORUWING NO .: S -2: =i SHEET 5 or 7 1 125 TYP - II II \_SEE I II 8 I I I I I _ TYP 3.. II NOTE 6 SHT 4 "-) ` 6 I GYP. in N-i 1 I I I I I II 3" 11 TYP. SEE DETAIL II H SHEET 5 \ I SEE NOTE II 6 S HT 4 �I SEE DETAIL I K SHT. 5 6 IL TYP. 1 II I � TYP. TY g r A • IL Ho 10 I Do oo w — 3.. b 3" �-- 3 -- I— �� — 6" 3.. DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS EXTERIOR 45f (48) SEE DETAIL "F" 2 SHEET 5 3" 1/8" TEMPERED GLASS u• IU (29) N 1291 2 N ,(5 SEE NOTE 10 SOT 4 "" 4S PITS Q!AZI, r G DETAIL ATFD TEMPERED GLASS TRINITY LIFE FRAME 3" AIR SPACE INTERIOR — —I — 3" - 1/8 TEMPERED 6-9 GLASS SEE DETAIL G SHEET 5 10 4 ( C 5 " GLASS BITE Z 50 SEE NOTE 0 SHT 4 ,D A?ING DETAIL 1/7" INSULATED TEMPERED GLASS TRINTI LITE FRAME EXTERIOR Ill i RIOR 6 - 1/8" TEMPERED GLASS I ' AIR SPACE 1/5" TEMPERED GLASS SEE DETAIL J SHT. 5 I TYP N a - GYP. I 1 6 TYP — H SINGLE DOOR ANCHORING LOCATIONS z Y EXTERIOR �z = a .mil — 6 .. 30 INTERIOR 0 5" GLASS BITE 6 .. SEE DETAIL G SHEET 5 GLAZING DETAIL 38 1/8" TEMPERED GLAS` ODL LITE FRAME 33 SEE NOTE 3 SHT 4 1/8" TEMPERED GLASS Z � N ¢ CD PRQDUCT REVISED tem mmPt7t"8 with dm A ecu 12 91.1 c ? t vv.-at • Do".' By Mtnml urI Control O 0 I— CC O CO 0) r rn � U Q h Z 0 W • � 0 . v L ^ Ou. w ^ _ _ - CO 0 O O O 0 z 0 a , O x � Z^ 3� 0 0 o° W w DRAWING NO. 2 0 CC O N N I 0 0 0 N b N 0 0 r'1 - 0 0 0 to DWG BY TJH CNN Er- RN' S -2104 La 2 I, 0� a IN o0 LD Z R--.J 01g 0 S CD O 0 3 :14/BUILDING CONSULTANTS. INC 613.659.9197 DATE 09/1 1/01 SCALE- N. T.S . PNEEr 6 Or 7 OUTS EUMPFACE THRESHOLD LOW PROFILE .050" EXTRUDED ALUMINUM DRILL TRU FOR A #8 PFH WOOD sc RE" 2 RCS 4.5625" WOOD FRAME 4.041" kt r A 3.0" DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68,1 STRIKE PLATE STEEL PLATE r 1.67" 0 LVL LATCH STILE —I I .125" - 2.4375" 0 LITE FRAME ODE HP POLYPROPYLENE (THERMOFIL -P6-30FM0391) .513" 1 F— 1.75" —I 2.521" TRINITY LITE FRAME LUPOY EU-5007 1/2" GLASS FRAME LI OPTIONAL IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL ASTRAGAL HAS (1: 90' L. x .312" CIA. BOLT TOP & (1) 9 0" L 312" DIA BOLT a. 80 Om 1.67" 0 DOOR TOP & HINGE STILE Q2) — .525" II COMPRESSION WEATHERSRTIP SCHLEGEL 0-ION ODS 650 I 1.013 " F— 1.75" 2.521 TRINITY LITE FRAME LUPOY EU-5007 1" GLASS FRAME .097" 4 x 4 STEEL DOOR HINGE .09T' THK. STEEL BY HAGER .25" 1 _ L__IQOR STEEL EDGE CAP. BOTTOM .02 7 " ROLL FORMED STEEL — Ho t -- 1 " 1 N. (<1 t — 1..767" —4 0 0 ASTRAGAL HAS (2) 8 .0" L. x .312 BOLTS @ BOTTOM , (2) 8 .0" L. x .312" / / / BOLTS © TOP , e hy ASTRAGAL 07/VOJAlleCR // (WR68J T-6063 EXTRUDED ALUMINUM 11.875" DIA. VARIES W/LOCK USED WOOD LOCK BLOCK. 1.71" THK. 0 rituouLYHEY1SLE) as aim phrimg with the FlorMt Ibliats Oa& Acorprzace No*:*1E groin Dee "r' Nikat rt Certrot BUILDING CONSULTANTS. MC 813.659.9197 DATE: 09/11/01 SCALE N. T.S. DY,C ETT • TJH CNK. BY. RW WiAwING NO, S - 2104 SKEET 7 a 7 Miami Shores Village 10050 NE 2nd Avenue Contractor Local Phone: Parcel # 1132060130340 Signed: (INSPECTOR) Building Permit Permit Number: BP2004c1165 Phone: 305 -795 -2204 Printed: 8/26/2004 Applicant: COLLETTE WILLIAMS JIMENEZ Owner: JIMENEZ COLLETTE WILLIAMS JOB ADDRESS: 30 NE 94 ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 2/21/2005 Construction Value: $500.00 Work: REPLACE IMPACT DOOR IN FRONT Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 9 & W1/2 LOT 8 BLK 3 Fees: Description Amount FEE2004 -8727 Building Fee $100.00 FEE2004 -8728 CCF $0.60 FEE2004 -8729 Notary Fee $5.00 FEE2004 -8730 Training and Education Fee $0.20 FEE2004 -8731 Technology Fee $2.50 FEE2004 -8732 Scanning Fee $15.00 Total Fees: $123.30 Total Fees: $13.30 Total Receipts: 10.00 — 73.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: