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101 NE 102 St (12)APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress 'of the work. Owner's Name and Address. Registered Architect and /or Engineer fro Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by-fl rs) f C1y n r_�sl L New Building Remodeling • l Addition To be constructed of Kind of Estimated Total cost of improvements $ Disapproved (Signed) Building In ector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT a e. Zone cubage required Distance to next nearest building Date__ No ,19 `C 'a Street_ let 7 Z ( and for no other purpose. Repairs No. of Stories u ndation Rog Covering Amount of Permit $ Plan Cubage 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 ins .ect'.n on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub. '.. o ;s,/on work to be perfoied 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 1 - t ? -6 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. Issue Date: 2/5/2007 Owner's Name: PETER J DI LELLA Permit Type: Windows /Shutters Work Classification: Door Replacement Job Address: 101 102 Street NE Additional Information Miami Shores Village, FL Fees Due Amount CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $124.55 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/04/2007 Contractor(s) THE HOME DEPOT Phone 770/433 -8211 Primary Contractor Yes Type of Work: DOOR Additional Info: No of Openings: 1 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -07 -190 Phone: 1132060131790 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,000.00 Required Inspections Invoice Number WS -1 -07 -27369 Total: Amt Due $124.55 Amt Paid FB3 0 7 CX1�151� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Number: INSP -44936 Permit Number: WS -1 -07 -190 Inspection Date: 0410312007 Inspector: Grande, Claudio Owner: LELLA, PETER J DI Job Address: 101 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Monday, April 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ciL Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060131790 Lot: Phone: 7701433 -8211 Page 1 of 2 APR 0 4 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -44936 Permit Number: WS -1 -07 -190 Inspection Date: 0410312007 Inspector: Grande, Claudio Owner: LELLA, PETER J DI Job Address: 101 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Monday, April 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ciL Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060131790 Lot: Phone: 7701433 -8211 Page 1 of 2 Permit Number: WS -1 -07 -190 Invoice Number: WS - - - 27369 Applicant: PETER J DI LELLA Company Name: Owner Address: 101 NE 102 ST MIAMI SHORES, FL 33138 Job Address: 101 102 Street NE Miami Shores Village, FL Date Wednesday, February 7, 2007 02/07/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 29528 Amount $124.55 Change $0.00 Total Payment: $124.55 Page 1 of 1 Type of Work: Describe Work: calC eathtf Tenant/Lessee Name ['Addition Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3055) , p .8972 T BUILDING JAN a 1 PERMIT APPLICATION lj FBC 2001 BY: Permit Type (circle): ( Buildinn Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)'] e 1.,i, "D Uel I . q Phone # Owner's Address \ r, 1 iJt-, l 02- ST City \-4. ►, . State — Zip �j 313 Phone # Job Address (where the work is being done) I bl i.)E 102. 3 f City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name - 11 - 1k. -- - } - lo ME �C�t Phone # Ct 5 `l 1 ?)(0 , 0 ?,3 Ca Contractor's Address ;j � Nc� 1� L City C.C)c . c . - ? r S1 C ; P L C - i m p 0 State 1 - Qualifier D & i of tjc, ( .30 State Certificate or Registration No. C. L 1&0(0 0 cx Certificate of Competency No. Architect/Engineer's Name (if applicable) - 'f 2- i. ?)p n nG (( '-> Phone # C 3,5 y O (p cps o _ � $ Value of Work For this Permit 3 c Square Footage Of Work: t 2oO * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ HO O 1- CCF $ O CO /CC Notary $ Off) Training/Education Fee $ 020 Technology Fee $ , 75 Scanning $ Geo Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1 24 . 55 ;e 0 (Continued on opposite side) ��� 07 Permit No. Ns 100 Master Permit No. zip 3 ['Alteration ❑New IRepair/Replace ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. asasat - 227 1t giliror Agent Contractor The foregoing instrument was acknowledged j e this 2.(; II The foregoing instrument was acknowledged before this.- `l day of (Ak 20 OT , by kCiel -%" 1 /( I I Cf , day of t F -p , 20 (5 i , by .� z ,t,..,, A ( _� 1 0ille,1 x; AD P who is personally known to or hp has produced I , X)1': ✓(r;; who is personally known to me or who has produced V 4A1 idetifica ion and who did take an oath. as identification and who did take an path. NOTARY PUBLIC: / ) Sign: • Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** s s * * * * * * *** * * * * * * ** * * * * * * ** * *** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * *** * * * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 05/13/03 I ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY'.: RESIDENCE CLUC 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2 Lot Size: 11,924 SQ FT Year Built: 1955 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 13 LOT SIZE IRREGULAR OR 15564 -2709 0692 1 Year: 2006 2005 Land Value: $330,537 $260,680 Building Value: $203,378 $172,412 Market Value: $533,915 $433,092 Assessed Value: $154,008 $149,523 Homestead $25,000 $25,000 Exemption: Widow Exemption: $500 $500 Total Exemptions: $25,500 $25,500 Taxable Value: $128,508 $124,023 Senior Exemption: $25,000 $25,000 Senior Taxable Value: $103,508 $99,023 Folio No.: 1 f -3x06 fN 3 -_1791 _ _ • _ • Property: 101 NE 102 ST Mailing Address: ROSE NI DI LELLA - •• •' ' 141D NE 02 ST MIAMI* St ORt~S3L •••• 31138 -2324 • _ _ _ _ • Property Information Map is idade.go Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2006 0 — This map was created on 1/24/2007 9:08:29 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 112 ft • • Sumtnary Details: Pro r tnfbrmatis p Sale Information: Sale O /R: Sale Date: Sale Amount: 15564 -2709 6/1992 $152,000 Assessment Information: Page 1 of 1 • • . . • • • •� • • • • http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http:/ /gisims2.miamidade.gov /outpu... 1/24/2007 Mean Roof DESIGN PRESSURES (PSF) - Zone 4 Tributary Area Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 - 15 ft -50.4 -49.2 -48.3 -47.6 - 47.1 - 46.6 - 46.2 - 45.9 -45.5 +46.5 +45.2 +44.4 *43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51 -49.8 -49.0 -48.3 -47.7 - 47.3 -46.8 -46.5 -46.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 -50.2 -49.5 -48.9 I -48.4 -48.0 -47.7 -47.3 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 -52.2 -51.3 -50.6 -50.0 -49.5 -49.1 -48.7 -48.4 +49.4 +48.1 +47.1 +46.4 *45.8 +45.3 +44.9 +44.5 +44.2 22 ft -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 +51.3 +49.9 +49.0 +48.2 +47.6 ' +47.1 +48.7 +46.3 +45.9 26 R -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -59 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 38 ft -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 R -61.3 -59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 ft -62 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft - 62 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 -56.6 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 h - 63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 *58.3 +56.7 +55.7 +54.8 *54.1 +53.5 *53.0 +52.6 +52.2 46 ft -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 R -64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -64.9 -63.4 - 62.2 -61.4 -60.7 -60.1 -59.5 -59.1 -58.7 52 ft +59.9 *58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65 -63.9 -62.8 -61.9 - 61.2 -60.6 -60.0 -59.6 -59.2 54 ft +60.4_ +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54,5 +54.0 _ 54 ft -66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +57.2 - 61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 R -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 60 R +61.3 *59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 -65.8 -64.7 -63.8 - 63.0 -62.4 -61.9 -61.4 -61.0 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof DESIGN PRESSURES PSF) - Zone 5 Tributary Area 'Sq Ft) Height 15 20 25 30 35 40 45 50 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 R -83.1 -80.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44,8 +44.3 +43.9 +43.6 +43.2 20 R - 66.1 -63.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 *45.3 +44.9 +44.5 +44.2 22 ft -87.4 - 64.8 -82.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 *45.8 +45.4 +45.1 24 fl -68.7 -66.0 -64.1 -62.6 - 61.4 -60.3 -59.4 -58.7 -58.0 *51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +48.3 +45.9 26 ft -69.8 -67.1 - 65.1 - 63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -68.2 - 66.2 - 64.6 -63.4 - 62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 -69.2 - 67.1 - 65.6 -64.3 -63.2 -62.3 -61.5 -60.7 +53.8 *52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 -70.1 -68.1 - 66.5 -65.2 - 64.1 -83.1 -62.3 -61.6 +54.5 +53.1 *52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50,7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 -71.9 - 69.8 - 68.1 -66.8 -65.7 -64.7 -63.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 -72.7 -70.6 -68.9 -67.6 - 66.5 -65.5 -64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 ft -76 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.6 +54,5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -74.2 -72.1 - 70.4 -69.0 - 67.9 - 66.9 -66.0 -65.2 *57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 h -78.0 -75.0 -72.8 -71.1 - 69.7 -68.5 -67.5 -66.6 -65.8 +58.3 +56.7 +55.7 +54,8 +54.1 +53.5 *53.0 *52.6 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 - 68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -80.2 +59.9 -77.0 *58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 _ -68.5 +54.0 -67.8 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 - 69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 R -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 *61.3 +59.7 +58.5 *57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 R -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7,. 04/19/2006 - 3:31pm francoc F:\03 Elements110 Loading \11 CalculatorslASCE 7- 02 \ - ASCE 7 -02 Pressure Charts (0-60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES I 0 c0 c) m -o TlB9 00LUUENT IS THE PROPERTY OF FRANK L BEMWt00, P.E AND SMALL NOT BE REPRODUCED W WHOLE OR PMT WITHOUT WRITTEN CONSENT CF FRANK L. BEN AMOO. P1 ALTERATIONS, ADDITIONS 1MJ61OHTW0 OR OTHER UMNWOS TO MS DOCUMENT ME NOT PERMITTED AND a'/KIOATE OUR CERTIFICATION IIIMII III X1110110 II1I hill 011111N11 111 EXTERIOR ZONE 5 PRESSURES 2004 FLORIDA BUILL5I ASCE 7 -02, MRH = 0 - 80 FT DESIGN LOADS FOf COMPONENTS & CLADDif w V Y WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT' WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUB - • VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( :,_,', J, ERROR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUEST' _ "• = • IS CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC D VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENN 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE USE OF THESE TABLES AND CORRESPONDING WIND VELO COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERI BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER A CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTEDII APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WI OVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I -1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPA TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. •• •• • • • • • a - • •• • • • • • __ z REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 f�l e a 0 ••• • a�,� • • • ISOM DE • • • WALL Z6NE iIGURE6• • • • • • • • • • EN INEEF ING EXPhEESg X60 s S W 12th AVENUE, #106 DEERFIEI•D•BEA•CI -t, k 33442 (44)3514 -0M FA): (911) 3540443 •:• :VUv V.teGEkP.CbM: CERT OF AUTH #9885 A FRANK L. BENNARDO, P.E., INC. INNOVATION MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF \ O HEIGHT Ya V BUILDING DIVISION STRUCTURAL Bui•ldin.g Department Standard Comment Report APPROVED ZONING DEPT BLDG DEPT BY ... • • •••• • .. • • • • .... • • • • • .. •••• •• •• • • • .. .. • • • . • • • .... • CODE ALLOWS REPLACEMENT WINDOWS TO BE INSTALLED WTTI 5 3R• • PROTECTION IF UNDER 25% OF TOTAL GLAZED OPENING, EXISTING BUILDING CODE). IF YOU ARE USING THIS EXCEPTION, A THE P MEASUREMENTS OF THE REMAINING OVER 2 0, TH MUST BE PROTECTED WITH A IF WINDOWS BEING REPLAC ED ARE HURRICANE PROTECTION SYSTEM. PRODUCT APPROVALS FOR THE PANELS OR SHUTTERS, IF NEEDED. WILL BE REQUIRED. PERM T #:(,u S '7- Ia o Miami Shores Village DATE SUBJECT TO COMPLIANCE TH ALL FED RAL STATE AND COUNTY RULES AND REGULATIONS • • • • • • • • W N z CO N Q9 N CD la co NI ts) 11F m j m � A N A 0.1 13 %.1 •••• ••. .. .. �: • • • • • • •• • • • • • • • • • • • .• ••., .� C • • .. • •• • ••• •• • • •• • • • • :3454946 • i1 .•. • • • • • • • • • • • • • • • :• • • • • • •• ! • •• • • • • ••• • . .1 • ••. • • • .. • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 • • • • S COPE: •��• �� �• This NOA is being issued under the applicable rules and regulations governing the use Qf ignstruct r • • materials. The documentation submitted has been reviewed by Miami -Dade County Pm:114 4Fontrol • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miarfli D'ad$ County, l other areas where allowed by the Authority Having Jurisdiction (AHJ). '....' This NOA shall not be valid after the expiration date stated below. The Miami -bade fount}. 41irodtict • • 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Premium" 6' - 8" Outswing Opaque Fiberglass Door w/ and w/o Sidelites. APPROVAL DOCUMENT: Drawing No. S -2579, titled " 3'0 x 6'8 Opaque Premium Fiberglass Door Outswing Non- Impact' ", sheets 1 through 9 of 9, dated 08/11/05 with revision #1 dated 03/16/06, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305137 www.bu ildingcod eon1ne.com • • • NOA No 05- 0819.10 Expiration Date: April 27, 2011 Approval Date: April 27, 2006 Page 1 .' • • • • • • • Trinity Glass International A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • • 2. Drawing No S -2579, Sheets 1 through 9 of 9, titled " 3'0 x 6'8 O13a9118 PremiuM' • Fiberglass Doors Outswing `Non- Impact' ", dated 08/11/05 with wiisign #1 Qx• • ∎ • 03/16/06, prepared by RW Building Consultants, Inc., signed and.selled by Lyndpn F. Schmidt, P.E. •••••• •• • •••• .. .. B. TESTS • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • •' • • • 2) Uniform Static Air Pressure Test, Loading per rftVIAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 TAS 202$4 : ... • • along with marked -up drawings and installation diagram of Opaque Premium •. Fiberglass Doors with & w -out Sidelite(s) Outswing "Non- Impact, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL -05- 0813 -1, dated 08/13/05, signed and sealed by Wendell W. Haney. C. CALCULATIONS 1. Anchor verification calculations complying with FBC 2004, dated 11/21/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test Report No. ETC -05- 781 - 17122.0, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19/05, Polyurethane Foam, tested per ASTM D2843 "Self Ignition Temperature "; ASTM E84 "Flame Spread Index ", ASTM E84 "Smoke Developed Index ", signed and sealed by Joseph Labora Doldan, P.E. 2. Notice of Acceptance No. 05- 1206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin approved on 03/02/06 and expiring on 03/02/11. 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International, for their Trinity Lite Frame approved on 07/3/02 and expiring on 07/03/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08/17/05, signed Lyndon F. Schmidt, P.E. 2. Statement letter of no financial interest, dated 07/21/05, signed by Andrew Na. G. OTHER 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel P • Product Contro Exami er NOAN' i5 -0: .10 Expiration Date: April 27, 2011 Approval Date: April 27, 2006 .• • • • • • TABLE OF CONTENTS 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL CROSS SECTIONS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 FRAME ANCHORING 5 FRAME ANCHORING 6 FRAME ANCHORING 7 FRAME ANCHORING k GI A7ING DETAIL 8 COMPONENTS 9 BILL OF MATERIALS & COMPONENTS DESIGN PRESSURE (PSF) C.H.S. POS. +43.0 N,G. .43.0 BOXED POS. +55.0 NtG. ..-55.0 DESIGN PRESSURE (PSF) 1 --- POS. +43.0 NEG. -43.0 C.H.S. BOXED POS. +55.0 NEC. -55.0 TYivtiG�y I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253- 875 -7300 FAX: 253- 875 -7301 3'0 X 6'8 OPAQUE PREMIUM FIBERGLASS DOOR OUTSWING "NON- IMPACT" GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE ". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND -BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. 37.50" MAX. 0.A. FRAME WIDTH 0 0 0 35.81" MAX. PANEL WIDTH DESIGN PRESSURE PSF) 53.00" MAX. 0.A. FRAME WIDTH 13.87" PANEL WIDTH r Jillri w z ate o 111111 6.875" Ln - 6.875" MAX. D.L.O. SINGLE DOOR W /SIDELITE BOXED /CONTINUOUS HEAD & SQL 105.00" MAX. 0.A. FRAME WIDTH 15.50" MAX. 0.A. FRAME WIDTH DOUBLE DOOR W /SIDELITES BOXED DESIGN PRESSURE (PSF) POS. +55.01 NEG. -55.0 67.50" MAX. 0.A. FRAME WIDTH 6.875" MAX. D.L.O. ICI ICI • • • • •• • SINGLE DOOR W /SI•BLRES. • • BOXED /CONTINUOUS HEAD & SQL • • •• ••• • • • • • • • • • • • • • • • •• • ••• • • • •• 6.875" MAX. D. L.O. 74.00" MAX. 0.A. FRAME WIDTH • • • POVBLt 0104R DESIGN PRESSURE (PSF) POi. +55.O14FF. 15.O • • • • • • • • • •• • • i LiN O r m 0 0 z z 0 D t 08/11/05 So LE N. T.S. am. er EW CHI. B1: LFS OAAWWG n0.: S -2579 Swer 1 or 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR EXTERIOR INTFRIO EXTERIOR f ir /1 m 0 0 sal 0 1I 0 0 Gek o var 0 1/4" MAX. SHIM SPACE TYP. .14" MIN. CTR -SINK 1.14" MIN. PENETRATION 0 HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION 1.14" MIN. PENETRATION .14" MIN. CTR -SINK ® O 10114111 0 0 0 0 FM W lallt)) j o la 0 ®m0 0 0 22 HORIZONTAL CROSS SECTION 2 OUTSWING CONFIGURATION INTERIOR EXTERIOR 11111 I IIIIMit 0 • a. 6 0 0 0 0 cp HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION 0 0 Ill», q 00 INTERIOR EXTERIOR 1.14" MIN. PENETRATION .14" MIN. CTR -SINK 0 • • 0 0 0 00 .0 0 0 0 0 0 0 1 0 0 0 ® 0 0 0 0 m00000 00 0 0 _ 0 0 0 1.14" MIN. PENETRATION .14" MIN. ® 0 CTR -SINK 7 Ril»»ll ( 0 4v NO 0 HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION 0 2 HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION INTERIOR FXTERIOR .• ••• • • • • • •• • • • • • • • • • 1. STRIKES FOR LATCH & OEADBOLT ATTACHED TO AS TRAGAL S41TH •l! -.P2 1r 5�'8" ' �2 EACH. • 2. BOTTOM AND TOP ASTRAGAL BOLTS 19 -1/2" X 0 3 DIIIMETER! • • • • • • • 3. ASTRAGAL ATTACHED WITH (10) X 1" PFH DRYWALL SCREWS, • 2) 0 2.5° (1) 0 3.5 ", (1) 0 10.375 ", (1) 0 18.375 ". (1) 0 26.25 " . (7) 0 34.25". (1 ) 0 44.25 , (2) 0 77.25". 4. LOCK SET LOCATED 0 33.125" FROM BOTTOM QF OQpR P A N F J • • • • • • • 5. OEADBOLT LOCATED 0 38.625" FROM BOTTOM QF :00: PANEL: : • : : : 6. HINGES (3) LOCATED 0 8.5" FROM TOP OF JOR 'A1tL AND ■ 2.ax. .3/.0" env CFIJTEI; : MINIM u g a 0 N 0 0 m 00 0 z z 0 aTC 8/ 1/05 Scut. N.T.S. rm. Err: CW aa. er: LFS OWNING MO.: S -2579 s,¢Er 2 or 9 • • • • • • 000 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .14 MIN. CTR —SIN K 0 0 L l 0 4) INTFRIOR ® 1((1t • 0.0 0 0 0 0 o 0 1.14" MIN. PENETRATION EXTERIOR HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION 1.14" MIN. PENETRATION .14" MIN. CTR —SINK 0 HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION EXTERIOR INTERIOR 0 VERTICAL CROSS SECTION OUTSWING CONFIGURATION EXTERIOR INTERIOR VERTICAL CRISS SECTION :UT;WING CONFIGURATION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 0 cr5 2 2 0 0 z z 0 LT) mm 8/1 i/os SCALE. N. T.S. D. oi. EW CHIC w LFS DRAWING NO.: S-2579 SHEET 3 m 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2X BUCK DOOR FRAME MASONRY OPENING DETAIL 1 DOOR FRAME ANCHORING DESIGN PRESSURE t 75.0 PSF 6" § w a n U Z O 2X BUCK DOOR FRAME MASONRY OPENING 6" QFTAIL 2 3" SEE DETAIL 1 SEE DETAIL 2 f 6" 6" 6" 6" DOOR FRAMF ANCHORING DESIGN PRESSURE ± 55.0 PSF • • • • •• ••• • • • • • • • • • • • • • • • • 6` 0 • •• • ■ • • • •• ••• • • • • • •• •• • 1,4%0 dm • • •• _ !�e - • t!•!'JL • O 0 0 Oz0 Rtu zaN W ?o CnO k Z O O m N m w 0 0 z z 0 0 uTe: 8/11/05 suit N. T.S. ONG. er: EW Doc BY: LFS CRANING NO.: • S - 2579 • San 4 a 9 • • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• • • •• • • • •• •• • • ••• • • • 2X BUCK DOOR FRAME MASONRY OPENING t JS 3" — 6 6 3" DOOR FRAME ANCHORING (CHS) DESIGN PRESSURE ± 43.0 PSF 2X BUCK DOOR FRAME MASONRY OPENING COMBINATION MULLION 6" D00R FRAMF ANCHORING (BOXFD) DESIGN PRESSURE ± 55.0 PSF •• ••• • • • • • • •• - • •• ••• • • • • • • • • • • • • • • • 3 • • • • • •• • • _•• • • u RrwA *opf.mich cM • N ,�.m telhwa n O • n n 161-.•. ^.f' - r. X11 a I1uc.TC+ f t.c1 • • • - • • • • 0 0 a m 0 z 3 0 N 01 1: 8/ 1/05 stxc N.T.S. U.'s. er: EW aK Err. LFS °NAWNO No.: • 5 - 25 79 i HEET 5 or 9 • ••• • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • ••••• • ••• • • • ••• • • •• TYP. HEAD & JAMBS f INTEGRAL MULLION 0 _ TYP. SILL 1 2X BUCK DOOR FRAME MASONRY OPENING t JS 3" — 6 6 3" DOOR FRAME ANCHORING (CHS) DESIGN PRESSURE ± 43.0 PSF 2X BUCK DOOR FRAME MASONRY OPENING COMBINATION MULLION 6" D00R FRAMF ANCHORING (BOXFD) DESIGN PRESSURE ± 55.0 PSF •• ••• • • • • • • •• - • •• ••• • • • • • • • • • • • • • • • 3 • • • • • •• • • _•• • • u RrwA *opf.mich cM • N ,�.m telhwa n O • n n 161-.•. ^.f' - r. X11 a I1uc.TC+ f t.c1 • • • - • • • • 0 0 a m 0 z 3 0 N 01 1: 8/ 1/05 stxc N.T.S. U.'s. er: EW aK Err. LFS °NAWNO No.: • 5 - 25 79 i HEET 5 or 9 • ••• • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • ••••• • ••• • • • ••• • • •• 2X BUCK DOOR FRAME MASONRY OPENING TYPE. HEAD & JAMBS 0 DOOR FRAME — J 1 1 -- 3" 1 1 DOOR FRAME TO BUCK ANCHORING (BOXED) DESIGN PRESSURE + / -55.0 PSF 3 " SIDELITE FRAME 2X BUCK DOOR FRAME MASONRY OPENING 3 " � TYP. HEAD & JAMBS MULLION —\ — 3" 1 DOOR FRAME TO BUCK ANCHORING (CHS) DESIGN PRESSURE +/ -43.0 PSF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • + w • •• • •Apflei►m ;Pe .. Doe pate NOM �•7i1 NRt'UI r Ytaa.cl • • • 0 O a z 0 a r m w 0 0 z z 0 cc cc DATE 8/ 1/05 sum N.T.S. owc. er: EW cwc. Eft LFS onMwG r+o.: • S -2579 • NEn 6 ni 9 • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 6" 3" -"- 6" 6" 3 " _ I 6' 6" 3 " . 6" .... • 3 3 H e — C ' I — — — \-SIDELITE FRAME SEE DETAIL 1 - JAMBS DOOR FRAME — O — SEE DETAIL 2 TYR SILL 2X 8U DOC FRA MASON! OPENIN DETAIL I DOOR FRAMF TO BUCK ANCHORINQ DESIGN PRESSURE +/ -55.0 PSF DETAIL 2 3" HOT MELT ADHESIVE 0.5" GLASS BITE GLAZING DETAIL (SIDELITE) SELF THREADING SCREW SPACED AT 8.87" O.C. • • Ia • • •• ••• • • • • • • • • • • • • • • • SWIGGLE SILL (TRUSEAL) TEMPERED GLASS 1/8" THICK a 0 0 TEMPERED GLASS 1/8" THICK HOT MELT GLAZING COMPOUND • •• ••• • • • • • •• • • • ••• • A Ad tuRam'Iyu:wll. e• 1 nett tSOAp� . i. • • • � • • • . • • V 0 O •• • 6 m w 0 O z N 0 DATE. 8/11/05 swF. N. T.S. OC. Ern EW a«. ar: LFS ORm.c NO.: • S -2579 iHEET 7 Or 9 • ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • X .316 " -- 0 r 1.907" ---{ 15 LOCK STILE SUPPORTER -1 -1- I , HINGE STILE EDGE N N tO .765" In 11 I0 1.220" I~ HINGE STILE SUPPORTER 1.562 4.560" 45 SIDELITE STILE 46 SIDELITE RAIL 201 .115 " N N 0 0 0 16 LOCK STILE EDGE Et) }—� 1.562" LL TT — N n - I II TOP RAIL .286" -"-1 --- I .760" O BOTTOM RAIL 1.220" 0 19 SILL KEY KIT DETAIL r • CO r _ 2.390" O 0 17 LOCK BLOCK 4.560" 2.435 " ---1 2.010" LS A } 43 SIDELITE SPACER 0 1 1 SIDE HEAD & LATCH JAMBS O OUT -SWING THRESHOLD 0 0 0 1 O 3.500" / 20 JAMB GUARD 1.983" 0 cn 0 0 3.983 0 0 0 •• ••• • • • .. J • • •• ••• • • • • • • • • • • • • • • • � •. • • HINIlE 0 0 0 0 0 0 • • •• • • . •• • A. ha • • Dm c " NOAH .1:'! Mk 1I. Mimi Dada Prod•ct • • • • • • At • • • • 1 0 0 Cr O 0 0 1=W Cag j 0 Z 0w sc U Z zoo co 0 0 0 z 0 0 cc cc atc: 8/ 1/05 scut N.T.S. ewe. 8.: EW au. en LFS cMrwc nO.: • 5 -2579 WET 9 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • •• • • • • •• •• • • • •• • • ••• • • • ••• • • Documents Prepared By: CD / BUILDING CONSULTANTS. INC. Bov 230 volrlco n. 33595 YP Phone No.: 813.859.9197 Florida Boom of Professional Engineers Certificate Of Aut5Orix dory No. 9813 Lyndon F. Schmidt P.E. No. 43409 ITEM DESCRIPTION MATERIAL 37 LITE FRAME PC/ASA i FIBERGLASS SKIN 0.079" MIN. THICKNESS FIBERGLASS 38 ASTRAGAL SCREW 18 X 1" STEE 2 SIDELITE JAMB FINGER -JOINT PINE WOOD 39 1 x 2 -1/4' SELF DRILLING SCREW STEE 3 HINGE JAMB - FINGER -JOINT PINE WOOD 40 ASTRAGAL ALUM. 4 HEAD JAMB FINGER -JOINT PINE WOOD 41 1" INSULATED GLASS - 1/8" TEMPERED - AIR - 1/8" TEMPERED GLASS 5 OUT -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM. /COMP. 42 NOT USED - 6 LATCH JAMB FINGER -JOINT PINE WOOD 43 OUTSWING SIDELITE SPACER PVC 7 MULLION WOOD 44 BEAD 1/4" ROUND WOO 8 110 X 2.0" PFHWS STEEL 45 LVL SIDELITE STILE POPLAR g PVC /LVL /COMPOSITE BOTTOM RAIL PVC /LVL 46 LVL SIDEUTE RAIL POPI 10 000R PANEL CORE FOAMED IN PLACE POLYURETHANE 47 18 X 2 -1/2' PFH WS STEE 11 PVC /LVL /COMPOSITE TOP RAIL PVC /LVL 48 MASONRY CONC. 12 WEATHER -STRIP 0E80650 0 -LON FOAM 49 SCREW PLUG PC /A PRODUCT: TRINITY CLASS INTERNATIONAL 3'0 X 6'8 OPAQUE PREMIUM OUT SWING FIBERGLASS DOOR PART OR ASSEMBLY: BILL OF MATERIALS & COMPONENTS 13 LVL HINGE STILE SUPPORTER POPLAR 50 BOLT RETAINER TOP / BOTTOM PVC 14 COMPOSITE HINGE STILE EDGE PVC 51 SLIDE BOLT ROD STEEL 15 16 LVL LOCK STILE SUPPORTER COMPOSITE LOCK STILE EDGE POPLAR PVC — +�- 0 co en 0 U I J 17 LVL LOCK BLOCK POPLAR Q tn 18 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL 19 SILL KEY PC /ASA co N 20 JAMB GUARD STEEL 21 22 KWIKSET LATCH GRADE II KWIKSET DEADBOLT GRADE II STEEL STEEL — 1 750" 1.750" F— f I REVISIONS 23 STRIKE PLATE 0 LATCH STEEL — ALUMINUM ASTRAGAL ASSEMBLY ASTRAGAL 23A STRIKE PLATE 0 HEAD STEEL 40 A LUMINUM BY ENDURA PRODUCTS BY ENDURA PRODUCT 19.750 238 STRIKE PLATE 0 SILL STEEL 24 HINGE TO JAMB SCREW 19 X 5/8" PFHWS (3 REQUIRED EACH HINGE) STEEL I V 25 HINGE TO BUCK SCREW 19 X 2 -1/4" PFHWS (1 REQUIRED EACH HINGE) STEEL I 0.315" BOLT R00 51 1 26 27 HINGE 70 DOOR SCREW 19 X 1.0" PFHWS (4 REQUIRED EACH HINGE) LITE FRAME SCREW 18 X 1 -1/2" SELF THREADING STEEL STEEL = _ _ _ _ _ N to STEEL 28 3/16" x 2 -3/4" TAPCON STEEL r 29 110 -32 X 5/8" MACHINE SCREW STEEL I 0.500" O BOLT RETAINER 30 NOT USED - 50 'L? 500" TOP / BOTTOY • • • • • • • • • • • • co il r • • 31 NOT USED - 32 NOT USED - +"----F .650" -.--I n 'o = • • • • .4, • • • • • • • • • • • • • • • • • ••• • edr t1�pilt.R SIh the • • B.N1■sCa4 • • • Date O T( 8/ 1/05 33 JAMB /SILL TO BUCK SCREW 110 X 2.5" PFHWS STEEL SCALE. N. T.S. mvc. Err: EW 34 2X BUCK WOOD Oa. B+: LFS 35 LATEX CAULK LATEX WEATHER- STRIPPING Mid D./e HA • &� -. . - � 1 - • • • 4 • .• • _ • • •T °RAMC to" • 5 -2579 36 MAX. 1/4" SHIM WOOD 12 9 or 9 • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • •• • • • • •• •• • • • •• • • ••• • • • ••• • •