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1059 NE 98 St (4)KITCHEN Passed ( Inspector Comments .'- / -'‘LO;/916‘' l/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ac Inspection Date: 09/19/2006 Inspector: Devaney, Michael Owner: GORMAN, ANN Job Address: 1059 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: MEGA ELECTRIC INC Building Department Comments Monday, September 18, 2006 SEP 2 1 2006 Block: Phone Number Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Parcel Number 1132050180230 Lot: Phone: (305) 828 -5205 Page 2of2 DOORS Passed Inspector Comments 0 VD � d°L g-e_Az-i4 7 �,�� d p � r �, cam, �� I or 5 (-- ;6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/20/2006 Inspector: Desharnis, George Owner: GORMAN, ANN Job Address: 1059 98 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL Permit Type: Imported Permit Inspection Type: Final Building SEP 2 5 2006 . Work Classification: <NONE> Block: Phone Number Parcel Number 1132050180230 Lot: Monday, September 18, 2006 Page 1 of 2 Bill To ANN GORMAN 1059 NE 98 ST MIAMI SHORES, FL 33138 -2505 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 09/18/2006 RENEWAL Monday, September 18, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -9 -06 -26180 Invoice Date: September 18, 2006 Permit Number: BP2004 -931 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 09/18/2006 Check 3880 $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 1 8/10/2006 To: Current Owner 1059 NE 98 Street Miami Shores Village, FL 33138- Permit: BP2004 -931 Address:1059 NE 98 Street Miami Shores Village FL33138- Date Expired: 2/23/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 - 5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Mabel Vargas Administrative Assistant Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 6%\ 305- 795 -2204 ry Building Inspection Request 'J Date Type Insp'n no Permit No. / Srort L q3 Name elO - ' i ' Approved Correction Re- Insp'n Fee Address Ios E 4 8 Company OcLAA Phone # Inspection Date •� per,' iMs 1-9 ,+•aa paec Date) Type Insp 'n 2 (Or co' WO) I Permit No ' � P v /4 -q3 1 Name Er Vi i/ Address 103q l VE c J Company O (011ie V Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 1) MIAMI SHORES VILLAGE I U BUILDING DEPARTMENT 0 305- 795 -2204 Bu ding Insgection.Request Dat *Mari �" Type Insp Permit No. Name Address 1 0 5P , "a- `mil 5 Companyv ( Phone # Inspection Date Correction Re- Insp'n Fee ❑ C e 6, in. 0. MIAMI SHORES VILLAGE C- / BUILDING DEPARTMENT �' 305- 795 -2204 �f Building Inspection Request Date 11 19-gI J O{ Type Insp'n D t r - Traunty Permit No. ' 230T „2_004 - 9 J 1 Name CO( ✓ ./v1 Address tn9q NE gssfi Company 0 i'IZJ1 Phone # 3O ] 54 31 > 3 Inspection Date Approved Correction Re- Insp'n Fee lioct (ot Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/22/2004 Applicant: ANN GORMAN Owner: GORMAN ANN JOB ADDRESS: 1059 NE 98 ST Contractor Local Phone: Parcel # 1132050180230 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -931 Contractor's Address: Legal Description: REV PL MIAMI SHORES SEC 8 Permit Status: APPROVED Permit Expiration: 1/4/2005 Construction Value: $2,500.00 Work: 3 NEW DOORS AND SHUTTERS Page 1 of 1 PB 43 -69 LOT 14 Fees: Description Amount FEE2004 -7319 Building Fee $105.00 FEE2004 -7320 CCF $1.80 FEE2004 -7321 Notary Fee $5.00 FEE2004 -7322 Training and Education Fee $0.60 FEE2004 -7323 Technology Fee $2.63 FEE2004 -7324 Scanning Fee $21.00 Total Fees: $136.03 Total Fees_$136.Q3 Total Receipts:_ $0.00 PC 03 -c2 'JUL 2 2 PAID 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: BLK 179 LOT . PE.. T APPLICATI IBC 2001 Miami rVl Building {ant Master Permit No .WP tried 1 Wahl **aka; Rodin Fitone ; ..:...,.are, 20 lb zip Permit Type (circle): Bull Owner's Name (Fee Simple Titleholde'� Owner's Address I O City l,llktl S 1' Tenant/Lessee Nacre Phone # Architec ngineer's Address City Job Address (where the work is being done) £ 0 ' City County atle ..... Is Building Historically Designated YES NO Contractor's Company ame 0 Contractor's Address City Qualifier __ ngineer's Name (if applicable) Clt1fv1 1Mt - cc; Phone # 1 o S • 7' S • 771 g. $ Value of Work For this Permit 11 ' * * * * * * * * * *>�c 4b** ' 53'}'x' * * * * * Perri it Tech $,• ** * *. * * **` * * * * * **** Number of: Bays Stories hate 1 County Escrow Fee $_ Education/Training Fee $ Code Enforcement $ i-- "' Bond Minus Plans Check Fee $ 6/ Total Fee Type of Work: [Addition []Alte Describe Work: e..S r 71 oil-' - '1 - 4- State r Zip SI $' b 0 l F es®..�....� ion w Ar ni Phone # Square Footage Of Wor edrooms 0 Rep 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a , ' nspection fee will be charged. Signature i—, Signature Contractor The foregoing instrument as acknowledged before me this S The foregoing instrument was acknowledged before me this day of U k ' l L , 20 )Z- , by 0 9 4 \ r i f L 1 W ( { I day of , 20 __, by who iss`p rsona known to me or who has produced T C , who is personally known to me or who has produced etI t. ° /' As identification and who did take an oath. as identification and who did take an oath. IViabfl. Vargas NOTARY PUBLIC: '.air JL231984 xpir .:.{u 11, 7007 Sign: • o a" At:antt9 Bondi G c inr Print: NOTARY P Sign: Print: er or Ag - it My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * 4 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc7t7 /03 Zoning 2N_ JUL 2 1 2004 ,$ � � �� � Plans Examiner Engineer BUILDING CODE. COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Style View Products, Inc. 3561 N.W. 54 Street Miami, Florida 33142 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 othcr 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: 20 ga. ( 0.035" min.) Galvanized Steel Storm Panels Shutter i/ APPROVAL DOCUMENT: Drawing No. 01 -252, titled " 20 gage Galvanized Steel Storm Panels ", sheets 1 through 9 of 9, prepared by Knezevich & Associates, Inc., dated March 07, 2001, 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: Large and Small Missile Impact LABELING: Each panel 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 t Building Official. This NOA revises NOA # 98- 0923.05 and consi The submitted documentation was reviewed by S' ,n"j ∎JTT dd- 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 ell as agroval document mentioned above. NOA No 02- 0312.02 Expiration Date: 04/25/2007 Approval Date: 04/25/2002 Page 1 PRODUCT MARKING LOCATION ii .400"' ( 1 2.016 - r 75j 2 00" O le HEADER SCALE. 3" = 1' -0" 12 COVERAGE 1350" FULL PANEL O 11.02_6" 1 "IP HEADER SCALE: 3" = 1' -0" PRODUCT MARKING (OPTIONAL LOCATION) .400 O OPTIONAL ANGLE SCALE, 3" = 1' -0" GENERAL NOTES 1 THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS, 3. STORM PANELS SHALL BE 20 GAUGE STEEL 11 = 035 ") CONFORMING TO A5. T.M. A653, STRUCTURAL OUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -76, U.O.N. 4 PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS. ALUMA CRAFT PRODUCTS MIAMI, FLORIDA MIAM -DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.5.1 6 TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIOSPAN W/ 1/4 -20 x 1'" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS) TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144". USE FASTENERS AT 1/3 SPANS. FOR TYPE 1 & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED TYPE 111 & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 203, AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.G) TEST REPORTS No. 85-007, No. 65-026, 96006 AND 96-006R. 9 TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 11 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM AOVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PRCPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING 03/07/01 09:00 HALF PANEL O STORM PANEL SCALE 3" = 1' -0" 16 �" =307' 66" m `,, 20" T YP. 122" STYP. ____ r z000 -- c L.HORIZONTAL LEG VARIES. 5.25" MAX .j OPTIONAL (LEFT OR RIGHT) O ANGLE S SCALE 3" = t' -O" 1/4 - 20 X 3/4" MIN r Q PUNCHED INTO ANGLE Z • (SEE DETAILS FOR SPACING) ▪ I I 2.00" O STUDDED ANGLE 6 SCALE 3" = 1' -0" (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE : HALF SIZE FASTENER Cd 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO100 PSF & @ 6" 0C FOR DESIGN LOADS GREATER THAN 100 P S F & LESS THAN OR EQUAL TO 200 P.S F. WIDTH UNLIMITED TOP MOUNT - \ I r IPERP. TO PANEL SPAN F 1 SECT ON I I Q (TYP.) OVERLAP FASTENERS TYP. ISEE NOTE 8 6) ALUM ANGLE CLOSURE PIECE 1" x 2" x 125" MIN TO 2" x 5" x 125" MAX EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 15CE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) OVERLAP FASTENERS ISEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED I IPERP TO PANEL SPAN SECTION .- 1 O a r W Q - Q z ti a a a X • E 12' - BOTTOM MOUNT TYP.) TYPICAL ELEVATION - TYPE III A A EXISTING CONCRETE. ( HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE) Q 1/4" MAX. 1L4" MAX. Q ALUM. ANGLE CLOSURE PIECE CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. SECTION A TOP MOUNT OR DIRECT MOUNT TOP MOUNT SCALE 1 -1/2" = 1' -0" z a W a ).1 � BOTTOM MOUNT 3 - - Q 2 0 0 N 0 a 0 Q r I YP.I (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) WIDTH UNLIMITED (PERP. TO PANEL SPAN BOTTOM MOUNT OR DIRECT MOUNT OVERLAP FASTENERS ISEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED z 0 N 01 TYP. (PERP. TO PANEL SPAN BOTTOM MOUNT OR DRECT MOUNT TYPICAL ELEVATION - TYPE IV I FASTENER CD 12" O.0 FOR DESIGN LOADS LESS THAN OR 1 EQUAL TO 100 P.5 F & (20 6" 0 C FOR DESIGN LOADS GREATER THAN 100 P S.P. & LESS THAN OR EQUAL TO 200 P S F - '1 -1/2" MIN SEC TION 1/7" MIN OVERL AP lend Di6ehalos OM b TOP MOUNT OR DIRECT MOUNT a. r• 03/07/01 no I 01_252 jI 1 sheet 1 of 91 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 21 GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 03/07/01 09:00 ANGLE TO WALL DETAIL -- FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF CONNECTION'TYPE 2' O WALL MOUNT SECTION A SCALE: 3" = 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 4' a 1/4 -20 MACHINE F BOLT & NUT @ 12" O.C. 1/4" MAX. — 1/4 -20 MACHINE BOLT FASTENER. SEE &WINGNUT p 6" O.C. ANCHOR SCHEDULE REF. CONNECTION'IVPE 4' FOR TYPE I & II AND CO 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL 1 0 SEE MIN STORM PANEL SEPARATION FROM GLASS S HED (TABLE 2) ()CONT. ITYP. TOP 0. BOTTOM BED CONT - 1/4 -20 MACHINE BOLT & NUT CO 6" 0.0 FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION-TYPE4' 1/4" MAX . SIDE CLOSURE REG'D. (SEE PLAN VIEW SEC A /1) (MAX. DESIGN LOAD ='130 P S F. \ -100 P S J E BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" GLASS OR 000R- SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4 -20 MACHINE BOLT b WINGNUT CO 6" 0.C. FOR TYPE 18 11 AND Cnt 12" 0 C FOR TYPE 111 & IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTIONRVPE4' PLYWOOD AND STUCCO FINIS SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR WOOD FRAMING FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 3' EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PLYWOOD ANO STUCCO FINISH NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O WOOD CEILING / INSIDE MOUNT SECTION B SCALE 3' 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- USE REMOVABLE ANCHORS ONLY CO 6" 0.C. MAX. FOR TYPE I & 11 AND 1(0 12 - O C. MAX FOR TYPE 111 & IV. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF CONNECTION 'TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX. ©CONT. L 1/4 -20 MACHINE BOLT & WINGNUT 0 6" 0. C. FOR TYPE! & 11 ANO WOOD FRAMING (TYP) (a 12" 0 C. FOR TYPE 111 0. IV ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL O WALL MOUNT SECTION E SCALE 3' = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. ITABLE 2) ©C ONT. GLASS OR DOOR f I EDGE DIST 0 ta F EXISTING STUCCO FINISH (TYP.) 1/4 -20 MACHINE BOLT & WINGNUT ((fl 6" 0.C. FOR TYPE I & II AND (5) 12" 0.C. FOR TYPE III & IV Z � m z I a w N 4 FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE3' w FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 3' 1/4" MAX O C CEILING / INSIDE MOUNT SECTION SCALE 3" = 1' -0" AM11wd E wept/leg eeltb the MediBld Got too oL� Of12. 1, Ds& redact Gana FWD Z � ZN s KNExEwth - 03 /O7 /OtJ 01 -252 S hlet 2 4:4:23 �.... -1 tr SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR 03/07/01 09:00 PLYWOOD AND STUCCO FINISH — 2" x 6" P 7 WOOD BLOCKING 1/4 -20 5 5. BOLT 8 WINGNUT (8 12" O.C. MIN 2" x 2" x 125" MAX 4" x 4" x .125" CONT. 6063 -T6 ALUM ALLOY OR 18 GAGE GALV. STEEL ANGLE (MAX DESIGN LOAD t 72 P5 F ) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS O CORNER DETAIL SCALE 3" = 1' -0" 1/4 -20 MACHINE 8 BOLT WINGNUT (pl 6" O.C. FOR TYPE 18 II AND (0 12" 0.0 FO R 1�y TYPE 111 8, IV ©CONT FOR W000 BLOCKING USE 1/4"0 S.5 LAG SCREW W/ 1 -1/2" PENETRATION INTO WODD BLOCKING (0 12" 0 C TWO 1/4"0 S.S. LAG SCREW (0 24" 0.0. MAX. W/ 1 -3/4" PENETRATION 7N CENTER OF STUDS O WALL MOUNT SECTION (BOTTOM) SCALE 3" = 1' -0" STORM PANEL THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/2" MIN EMBED. (1 24" 0.C. MAX CONT 6" x 250" ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT PLATE WHERE TRACK ENDS BETWEEN TRUSSES STORM PANEL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD _ 72 P 5 F ) O SOFFIT CONNECTION DETAIL SCALE. 3" = 1' -0" GLASS SEE MIN. STORM OR DOOR PANEL SEPARATION FROM GLASS SCHED 11401E 2 ©CONT. 1/4 -20 MACHINE _�e BOLT 8 NUT (al 12" O.C. Q5 CONT. (TYP. OP 8 BOTTOM . O _ � _ � 1/4 20 MACHINE BOLT y j I 8 WINGNUT (5 6" 0.C. FOR TYPE 1 8 II AND EMBE• FASTENER SEE ANCHOR SCHEDULE (0 12" 0.C. FOR TYPE 111 & IV PE REF. CONNECTION 'TY4 FINISH MATERIAL STUCCO, AND /OR PLYWOOD - EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE x SIDE CLOSURE RED'D. (SEE PLAN VIEW SEC. A / 1) NOTE- THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS G O ALT. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE WOOD ROOF TRUSS OR FRAMING MEMBER 1114 SMS BETWEEN TRUSSES Cal 12" 0.0 FINISH MATERIAL STUCCO. AND/OR PLYWOOD X. w FINISH MATERIAL STUCCO. AND/OR PLYWOOD SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) USE REMOVABLE ANCHORS ONLY 5 6" 0 C MAX. FOR TYPE ) 8 11 AND CO 12" 0.C. MAX. FOR TYPE 111 8 IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) -- FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4' 2" x 3" x 1/8" CENT ANGLE OR 2" X 5" x I/O" ANGLE 6063 -16 ALUM W/ 1/4" 0 THRU BOLT TO HEADER (m 12" 0 C. 1/4" MAX. s. 0 O ANGLE BUILD -OUT SCALE 3" = 1' - 0" GLASS OR DOOR (MAX. DESIGN LOAD t 72 P S F ) O DIRECT MOUNT DETAIL SCALE 3" = 1' -0" EMBED FINISH MATERIAL TUCCO AND /0R LYW000 0 ♦OMio°d wPb'yg «kb lb. }Lrlda �` a L Mr.1o.r Pn+.d 6r n 4 O I VJ. KNEZEVIQ1 1 FL Lk o: 1 PE 83 I L •I• 03,07,0,1 aaa 01 -252 ( sheet 3 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2- x 5" 5 ._ 0 .. 9 ._ 5 " Tw = .125" 8' -O" 8' -1" Tf =.125" WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 -1/2" 5" TO 10" / 1 MIN PLYWOOD & STUCCO FINISH O POCKET DOOR DETAIL SCALE. 3" x i' -0" SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 03/07/01 09:00 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION Cal 12" D C 2" x 2" x .093" STUDDED ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ANGLE BUILD - OUT D Vf.) SCALE 3" = 1' -0" (MAX. DESIGN LOAD z 72 P.S F.) FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION'IYPEP 2"x 3 "x1 /8 "OR2 "x 5" x 1/8" CON C. ANGLE 6063 -16 ALUM. (TYP. TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 21 GLASS OR DOOR • 1/2 -13 MACHINE 2" x 2" x .093" SCREW NUT ALUM STUDDED ANGLE 1/2 "0 POWERS RAWL CALK -IN CO 12" 0.0. W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM ANGLE W/ 1/4" 0 THRU BOLT TO HEADER (113 12" 0.0 1/4" MAX w 0 Z n a Xt Q u ZII Z 1 EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHEO BASED ON TYPE OF STRUCTURE ■ ! AI1E ' 444 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O 'PASS THRU' DETAIL SCALE- 3" = 1-0" FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO- 1 /4 "0 THRU BOLTS - 2" x 3" x 1/4" x 0' -8" 6063 -16 ALUM ANGLE tv (al 12" O C X( 1 ,t. Fw L THREE 5/16 "0 POWERS RAWL j- CALK -IN CO 3 -1/8" 0 C W/ 1 MIN -IL EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST. (MAX DESIGN LOAD z 72 P 5 F OO MOUNT DETAIL SCALE 3" = r -0" Z Q x a a z E (MAX. DESIGN LOAD = 72 P.S.F.) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & Tf MAX HORIZONTAL SPANS) SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) • 2" x 2" x .093" STUDDED ANGLE— MAX 1/8" TILE FINISH MATERIAL 3/4" PLYWOOD 2 "x 4"x 1/8" CONT. ALUM. TUBE (6063 -T6) -1/4 "0 POWERS RAWL CALK -IN (al 5" O C. WITH 7/8" MIN EMS IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW CA 12" 0 C. W/ 1 -1/2" MIN EMB IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT (0 12" 0.0 1/4"0 POWERS RAWL CALK -IN (01 12" 0.0. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (m 24" 0.C. W/ 1 -1/2" MIN. EMB. IN W000. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM ANGLE 6063 -16 2 "x3" x 055" 6063 -T6 ALUM TUBE FINISH MATERIAL. STUCCO AND /OR PLYW000 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EDGE MOUNT DETAIL N ) SCALE- 3" = 1' - 0" Q O HEADER MOUNT DETAIL SCALE 3" = 1' -0" 5/16" 0 POWERS RAWL CALK -IN Cal 5" 0 C. W/ 1" MIN. EMB INTO CONC. OR HOLLOW BLOCK. - 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4 "0 STUD CO 12" 0.C. OR HOLLOW BLOCK SEE ANCHOR 5CHE0. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD z 72 P.S.F.) FASTENER. SEE ANCHOR SCHEDULE. 1 REF CONNECTION'IYPEY I( VJ.IOO 1/4" MAX. 1 /2" MAX IFL PE 41/por��f�wk►Oa p 471.-t /2 M EI Ws ProdseCwtml R ig - ii; a 0. 0 E.". 03/07/01, Ie..,.. er 1 .x 01 -252 sheet 4 of 9 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN Tw • 125" 8' -0" 8' -1" Tf • .125 2" MIN FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 03/07/01 09:00 EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR REF. CONNECT ON 'T3' 1/4"-20 STUD B. WING NUT @ 6" 0.0 FOR TYPE I & 0 AND (d 12" 0 C. FOR TYPE III B. IV O TRAP MOUNT DETAIL SCALE 3" • 1' -0" 2" x 5" MAX x 093" STUDDED ANGLE I1 2 "x x x 055 6063 -T6 ALUM TUBE 2" 1E" O R 2' FASTENER SEE ANCHOR REF. CONNECTION I' EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE Of STRUCTURE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL 1 ,2" MIN 1/4" -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION (a1 6" 0 C 2" x 5" MAX. x .093" STUDDED ANGLE 1- 2" x 2" x 093" STUDDED ANGLE k.-1/4"0 MACHINE BOLT O ALT. TRAP MOUNT DETAIL S tCALE: 3" • 1' -0" O 2' x r ALUM. TUBE BUILD -OUT SCALE 3" • 1' -0" -0 2" x 2' x 093" ( STUDDED ANGLE 1/4 " -20 STUD & WING NUT (d 6" 0.0 FOR TYPE I & II AND @ 12" 0 C FOR TYPE 111 8, IV FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF CONNECTION'TYPE3' FINISH MATERIAL STUCCO. AND /OR PLYWOOD N.- 1-m u z a THREE 5/16 "0 POWERS RAWL CALK -IN (5 3 -1/8" 0 C W/ 1 MIN EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. -•./ 2" x 2"x .093" STUDDED ANGLE EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4 "0 THRU BOLT (m 12" 0.0 ANGLE TO ANGLE CONNECTION 2" x 4" x 1/8" 2 x 5 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION 'TYPE 3' EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE — (MAX. DESIGN LOAD s 72 P.5.F.) 012 SMS @ 12" O C ALUM BEAM ISEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS' 2" x 3" x 1/4' x 0' -8" 6063 -T6 ALUM. ANGLE - TWO -1/4 "0 THRU BOLTS ALT. LEG DIRECTION NOTE.. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. T ) STORM PANEL SUPPORT BEAM SCALE 3" • P - 0" z a O> x u z 1/4" -20 STUD & WING NUT @6" O.C. FOR TYPE I & II AND (D 12" 0 C. FOR TYPE III & IV L `NON- STRUCTURAL STUD DIST. TUD ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL O STORM PANEL BUILD -OUT SCALE: 3" • 1' -0" Approval as cesPITMwM Its fYTW CeW " toot- Detr 7- P41..1 bide Modal GeneT 03/07/01 1 01 -252 ( sheer 5 of 9 ( NEGATIVE DESIGN LOAD W (P. S.F I TYPE I TYPE II TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS @ 6" O.C. OR "F" TRACK WITH BOLTS (m 6" 0.C. • FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @I 6 " O.C. & DIRECT MOUNTS W/ ANCHORS (m 6" 0 C. (TOP & BOTTOM) • "U " & "H" HEADERS WITH STUD SILLS @ 12" OC OR "F" TRACK WITH BOLTS 45 12 0.C. • • FOR STUDDED ANGLE MOUNTS, "F TRACK MOUNTS W/ STUDS 5 12" 0 C. & DIRECT MOUNTS W/ ANCHORS (pt 12 0 C. MAX. (TOP & BOTTOM) • • L MAX (FT -IN) L MAX. (FT -IN) L MAX. (FT -INI L MAX. (FT -INI 300 8 -8 12 -0 11 - 10 8 -8 8 - 8 12 -0 40 0 50.0 8 - 8 _ 11 - 6 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 - 70 0 80.0 8- 8 9- 5 8- 8 8- 8 8- 6 8- 9 8- 1 8- 1 90.0 8- 0 8- 3 7- 2 7- 8 1000 7 -4 7 -10 7- 6 6 -6 5- 10 7 -3 6- 11 110.0 6- 8 120 0 6- 2 7- 2 5- 5 5- 0 6- 7 6- 4 130 0 5- 7 6- 10 140.0 5- 3 6 -7 4 -7 6 -1 150 0 4- 10 6- 5 6 - 4- 3 4 -0 5- 11 5 -9 160.0 4 - 7 1700 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190 0 3- 10 5- 3 3- 5 5- 3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 POSITIVE DESIGN LOAD ( W ) IP S F 1 ACTUAL SHUTTER SPAN IL) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 7 - 4 2 -5/8 2 -5/8 1 -1 /8 1 -3/8 11 - 3 1/2 .. _. . .. -. - -. 12 - 0 2 -7/8 2 -1/4 .. 3 -1/4 2 -5/8 40.0 5 - 0 2 -5 /8 1 -1/8 7 - 4 2 -5 /8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 — 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 11 - 2 2 -3/4 3 1 -1/2 3 60 0 5 - 0 2 -5/8 1 -1/4 7- 4 2 -S/8 1 -1/2 10 - 8 3 3 70.0 6 - 0 7 - 4 '10 _ 3'___ 2 -5/8 2 -5/8 1 -1/4 1 -5/8 - 3 3 80.0 5 - 0 2 -5/8 1-1/8 7 - 4 2 -5/8 1 -5/8 9 -1t 3 3 90.0 4 - 0 2 -5 /8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 _ - 100 0 4- 0 7 - 4 2 -5/8 2 -5 /8 1 -1/8 1 -7/8 9 _ 1 3 3 110.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 • STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES. 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX ALLOWABLE STORM PANEL SPAN. 2 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX ALLOWABLE STORM PANEL SPANS 3 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN STORM PANEL SEPARATION FROM GLASS 4 • = FOR TYPE I & II - BOLTS REQUIRED Q MIDSPAN TO HOLD PANEL SEAMS TOGETHER. • • = FOR TYPE 111 8 IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER TABLE 2 - SEPARATION FROM GLASS SCHEDULE #ppR.dr aumfb1,q. ich a. ��OV Ohs '1.0o'V hods& /A J rn I �e�m �L r�.n eK 01 -252 sneer 6 o 9 03/07/01 09:00 tr 't FASTENER SPAONG (INDIES) ANCHOR SCHEDULE LOADS AND SPANS REWIRED FOR VARIOUS DESIGN 3Un1ntus ONLLSIX3 ANCHOR TYPE LOAD (W) PSF MAX (SEE NOTE 1) MM. 9/ 4' EDGE DISTANCE SPANS UP TO 5• (SEE NO SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12•_0 (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 000M F.-- m S nmmmmnw° 1/4'0 W000 LAG SCREW W/ 1 - 3/4 - THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 4B 0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 62 0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 92.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 5 6 12 11 12 5 6 12 11 B7-11 1/4 WOOD LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 48 0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 62.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 * 1 Qi> * v- 1/4 ELCO MALE/ 480 62 0 12 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72 0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 FEMALE' PANELMATE W/ 1 - 7 /B MIN. EMBEDMENT L 1/4 - 70 MACHINE SCREW WITH NUT 92. 12 10 11 12 12 12 6 8 12 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 6 8 12 12 48.0 12 12 12 12 12 12 5 7 12 12 10 3 % in 10 9 miN * 7/16 - 0 BRASS W000 BuSHING W/ S /B EMBED. AND 3/4 MIN. EDGE DISTANCE 62 0 12 12 9 12 12 11 3 5 11 11 9 72.0 12 7 8 12 12 10 j/ 4 10 6 9 4 9 5 92 0 200 0 12 4 6 12 12 9 4 9 5 9 4 9 5 9 j 4 9 5 9/ 4 9 5 9 4 9 5 0.3/07/01 09:01 ANCHOR NOTES: 1. SPANS • LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMTTED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEOMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "o4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.0. N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW APOwd r Om1F4 VR WB EIe1Ne BEY C� Z NO L o )idelndalCwtd u W N w W = Yy iIg f pp f w • II VJ. 103E • „�• FrRrO1Y . 10 TX Li No: PE 983 I 7 200 f " 03/07/01' (af fipnv R .nf, v/t • 01 -252 sheet 7 of 9) FASIENER SPACING ONO1U) ANCHOR SCHEDULE LOADS AND SPPMS REQUIRED FOR VARIOUS DESIGN 3inomus 7NLLS0f3 ANCHOR TYPE ' LOAO (W) P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' - 0'" (SEE NOTE 1) SPANS UP TO 8' - 6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 12 CONNECTION TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 123 CONNECTION TYPE 4 5 1 CONNECTION 2 TYPE 3 L 5 12 CONNECTION TYPE 3 4 5 8 :. 11161111111 11111RII1lI11V- 1/4 - 0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MN, amp psi. ODNOIETq 48 0 12 12 12 12 12 12 6 12 12 12 12 1? 11 1 I 1 in ,m I 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 62 0 12 12 10 12 12 12 4 11 11 6 6 12 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 11 12 17. 12 '.2 N N r 12 12 12 o m m 12 9 12 3 7 12 7 92 0 12 5 7 12 12 11 3 5 11 6 11 3 5 11 6 12 10 7 12 7 12 3 7 12 7 2000 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 7 12 7 12 3 7 12 7 UQ,,r * U' 0"" 1 /4 - e ELCO MALE / FEMALE - PANELMATE' W/ 1 -1/4 MIN. EMBEDMENT 1 1/4 - 20 MACHINE SCREW WITH NUT (MPS 3,000 P.S.L CONCRETE) 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62 0 72.0 - 92.0 12 12 9 12 12 12 3 5 12 12 10 A 4 10 5 12 12 11 12 3 12 12 10 V 5 10 5 12 12 8 12 12 10 10 6 10 ` 4 10 5 12 8 9 12 12 10 10 10 5 10 5 J \ V 6 12 12 10 4 10 5 10 4 p 10 5 12 4 7 12 12 10 5 10 i 10 / 5 10 5 200.0 10 4 10 5 10 % 4 10 5 10 4 10 5 10 /� !/ 10 5 10 � " / 5 10 5 10 % 5 10 5 * If 11 _ 1 /4 POWERS RAWL CA60 W/ 7/0' EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3400 P.S.I. COPIOIE110 48.0 12 12 12 12 12 12 12 10 12 12 12 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 62.0 72.0 — ' — 92.0 12 12 12 12 72 12 12 12 7 8 12 12 12 7 12 11 12 12 12 9 12 12 12 12 12 7 11 12 12 P 12 12 12 12 5 7 12 12 12 7 12 11 11 12 12 12 12 12 7 12 12 11 12 12 12 12 12 12 12 7 12 12 12 7 11 12 12 P r 12 12 12 5 7 12 11 12 7 12 12 12 11 12 12 12 7 11 12 12 200 0 12 12 11 12 5 7 12 11 12 7 12 11 t1 12 12 12 7 11 12 12 r 480 62.0 12 12 12 12 11 7 11 9 7 12 12 12 12 12 10 4 10 7 12 12 12 12 12 12 10 8 o m • a 12 12 12 12 3 7 12 9 NAIL DAN. _` " 12 12 12 12 12 11 3 5 11 11 9 4 9 5 12 12 12 12 12 12 12 11 3 6 11 6 N. 1/4 "• POWERS RAWL ZAMAC - IN W/ 1 - 1/0 - MIN. EMBEDMENT 3,000 psi. CONCRETE) 72.0 P P 7 j 4 4 9 5 9 4 9 5 12 9 11 12 12 12 3 12 7 11 3 6 11 6 92.0 12 4 6 12 9 9 5 9 4 9 5 12 5 9 12 12 11 3 11 6 11 3 6 11 6 200.0 94 V/,' 5 9 4 9 5 9 / 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 1/4 DYNABOLT ANCHOR (SRN, 48.0 12 12 12 12 12 12 7 B 12 12 12 L 0 Nl 12 12 11 12 12 12 12 12 12 9 12 12 12 12 L . 4 I P ; m 12 12 CFEFCD- ITW RED HERO SLEEVE W/1 - 1/0" MIN. EMBED. 3,100 P,SJ, ammo 62.0 72.0 12 12 12 11 12 12 12 4 6 12 12 12 3 7 12 12 12 12 12 12 6 10 12 12 12 12 9 10 IP r� 12 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 12 4 9 12 10 1 2 4 8 12 9 92.0 12 6 12 12 3 3 5 12 7 12 3 5 12 7 12 7 12 12 12 4 Im 'm 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 12 9 12 4 8 12 9 1 BOLT 1 .1/4 , ( . I t,, 1 48 0 12 12 12 12 12 12 11 7 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 12 12 �+ 62.0 12 12 12 12 12 12 8 12 12 12 5 6 12 12 12 12 10 10 10 10 12 12 12 12 12 12 11 6 12 12 12 12 12 8 12 12 12 12 1 12 12 12 12 12 12 1/4 POWERS • RAWL DROP - IN 1/4 - 20 SIDEWALK 13/4 HEAD) W/ 0I EMBEDMENT I :GA � IN_ . .L CONCTIET EI � 72 0 12 12 12 12 12 12 5 7 12 12 12 .0l 12 12 12 6 11 12 12 12 12 92.0 _ _ 200.0 12 12 Im Nl 9 12 12 12 5 6 12 10 12 � N I 12 11 12 17 12 12 6 11 12 12 6 12 10 12 5 6 12 10 12 12 12 6 11 12 12 12 6 11 12 12 03/07/01 0601 } } ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN N TABLE 1, SHEET 6. 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5 MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4 (MIN) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0 55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U. 0.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11 DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHEREO WINGNUT, NUT OR MACHINE SCREW (InnweasseNalsimiwth se Ilwid� /Z ao2 Dee J tf�t'rt7_: aL la ud Dids haled D Y lama NW '6 W win <1 u N 0 N IF U ; PE 0 r VJ. EN 7 2001 03/07/02) 4= l 01 -252 sheet 8 of 9 FASIENSI SMONG (INCHES) ANCHOR SCHEDULE LOADS MD SPANS REQUIRED FOR VARIOUS DESIGN 3yru-Imus ONLLSO(3 ANCHOR TYPE LOAD (W) P.S.F. MAX (SEE NOTE 1) MIN. 2 EDGE DISTANCE MIN. r EDGE DISTANCE SPANS UP TO e . 7 .. NOTE 1) SPANS UP TO 8._6.. (SEE NOTE 1) SPANS UP TO 12. -0.. (SEE NOTE 1) SPANS UP TO �._ ^.. NOTE 1) SPANS UP TO 8. -6.. (SEE N071 1) SPANS UP TO 12. -0.. (SEE NOTE 1) CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 CONNEC TYPE 2 TION 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK MEN9111911 111 %N. 1 /4 ITW TAPCON W/ 1 - 1 /4 MIN. EMBEDMENT 48 0 622 72.0 12 12 10 N r J 8 12 12 9 3 4 9 9 6 A 3 6 5 12 12 12 12 12 12 12 9 4 A 7 5 12 9 12 9 , 5 8 6 6 5 12 10 12 7 3 7 7 6 fa 3 6 3 12 9 • m { 12 J 4 7 4 10 6 3 6 3 6 3 6 3 12 6 12 12 CO Ir1 i L 7 �// 4 7 4 92.0 m i 4 8 8 6 r a 3 6 3 6 % 3 6 3 10 3 6 10 10 4 7 1 4 7 4 - 200 0 3 6 3 r 3 6 3 6 3 6 3 7 r e/ 4 7 4 4 J L 7 4 7 4 * • I/4 ELCO MALE/ FEMALE PANELMATE & 1/4 - 20 MACHINE 1 - 1/4 MIN. EMBEDMENT SCREW WITH NUT 48.0 12 V 12 12 12 12 12 7 12 12 11 r 5 11 8 12 12 12 12 12 12 12 12 NAT 12 12 11 6 11 8 62.0 72.0 12 12 9 12 12 5 12 12 10 i 4 10 5 12 12 11 12 I m 12 10 10 12 10 5 10 5 12 12 1m 4 8 12 12 10 4 10 6 10 10 rA i� 4 4 10 10 5 5 12 12 8 4 12 12 10 5 5 103 N 10 / O 5 10 5 2.0 6 12 12 5 10 10 % 4 4 10 5 10 i 5 10 10 5 5 200 0 10 Pr 4 10 10 5 10 i , 4 10 5 10 r/ 5 10 5 10 or 5 1 0 5 10 5 * 410 1 /4 POWERS RAWL CALK - IN W/ 7/0 EMBEDMENT L 1/4 - 20 STI 55 STEEL MACHIN REW 48.0 12 ' 10 12 12 •O : 12 12 9 A 4 9 7 12 12 12 12 P r m 12 12 11 11 12 12 6 6 12 6 12 9 62.0 72 0 92 0 12 12 12 F2 r 12 12 10 10 10 8 % 4 8 4 12 12 12 12 12 12 11 6 11 6 r Ln 12 12 9 4 9 5 8 i 4 8 4 12 8 11 12 12 11 11 11 j 6 11 6 12 8 12 4 1m OD re J J 8 4 8 4 8 4 12 8 12 12 11 / 6 11 6 200 0 8 8 4 8 r 4 8 4 11 6 11 6 11 / 11 6 11 i 6 11 6 48.0 12 1m 12 12 9 5 9 9 6 5% A 3 6 5 4 3 12 12 12 9 12 9 12 12 12 12 11 B% 7 5 11 8 11 8 m 5 8 6 [ a = 62.0 12 12 12 7 % 6 / AO 7 7 4 ✓ �r J J 1R POWERS RAWL ZAMAC MA IL BEME MIN. EMBEDMENT 72.0 10 4 5 10 10 6 3 ViN / 5 3 12 5 8 12 12 7 / 4 4 7 7 4 4 rir / 4 92 0 8 4 8 8 5 ' 3 5 3 5 3 10 7 2 3 6 10 10 7% 4 7 4 , 5 6 3 3 3 4 4 7 4 48 0 12 8 12 12 8 ' S 8 8 il 6 12 8 5 12 9 8 12 12 12 12 12 12 10 0 0 7 Or S 7 ITW RED HEAD TNAOOLT SLEEVE DYN ANCHOR W /1 - 1 /1 MIN EMBED 62 0 72.0 11 9 6 11 11 6 3 6 6 5 5 / 3 3 5 5 3 3 12 12 8 7 % 0, 4 m r 8 7 4 7 9 5 % 3 5 3 4 r•r / 4 7 3 92.0 7 7 5 / 3 5 3 5 3 9 3 6 9 9 7/ 4 7 ii 4 4 7 3 200.0 5 3 5 3 5 3 5 3 IN 5 3 7 r, 4 7 3 7 . �� 4 7 7 3 48 0 12 12 12 12 12 12 12 12 12 12 12 11 10 10 12 12 12 12 12 12 12 12 12 12 ■d. 12 12 12 12 11 12 12 10 * 111111111111111111111111 2 SCREW ROD 62.0 12 12 12 12 12 12 6 12 12 10 10 12 12 12 12 8 12 12 12 12 12 12 12 12 6 12 12 12 12 5 10 12 1/4 - ITW EPCON EPDXY ANCHOR W/ s . MACHINE SCREW W/ Y MIN EMBED. 72 0 92 0 - . - 200 0 12 12 12 12 12 12 5 10 12 12 12 12 12 12 12 J1 N 10 10 10 12 12 12 5 10 12 10 12 12 Fin 12 12 12 12 5 10 12 10 12 5 10 12 10 12 12 12 10 10 12 5 10 12 10 10 17 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 12 5 10 12 10 4 03/07/01 09:01 4 r• ANCHOR NOTES: 1 SPANS • LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN DI TABLE 1, SHEET 6. 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3 EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"w4" (MIN I W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G.0 SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 " ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U ON 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHEREO WINGNUT, NUT OR MACHINE SCREW. 4• Mimi se aaplyki aka M pq s /1co1., NORM 0 ;1 j-. a 1, labial labial Dade PEdnt Caallvl m lig a 8 3 ! I � � W a�= s • Rog a 0 O E.,• 03/01/01) 01 -252] sheet 9 of 9 FROM : KATHY MERELER MIAM aU1LDINC CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL DIVISION FAX NO. : 551 279 - 7348 MIAMI-DADS COUNTY, FLORIDA men o.-DA FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITF.1603 MIAMI. FLORIDA 33130 -1563 (305) 375 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Preindor Exterior Door Product 1955 Powus Road West Chicago, IL 60185 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 Prods 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 ANJ 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: Fiberglass Door Glazed 6'8" Outswing w /wo Sidelites APPROVAL DOCUMENT: Drawing No- S -2202, titled "Exterior Door Product Single & Doubt Outswing 6'8 Glazed Fiberglass Door ", sheets) through 8, prepared by RW Building Consultants, Inc., dated 1/I7/02, 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 alter 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 as well as approval document mentioned above, The submitted documentation was reviewed by Theodore Berman, P.E. Jul. 14 2004 03:14PM P1 NOA No 02 04118.03 Expiration Date: December 26, 2007 Approval Date: Decsrnber 26, 2002 Pagel FROM : KATHY MERBLER Premdor Exterior Door Products FAX NO. : 561 278 -7348 Tul. 14 2004 03:15PM P2 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. - 2. Drawing No. S -2202, titled "Exterior Door Product Single & Doubt Outswing 6'8 Glazed Fiberglass Door ", sheets ] through 8, prepared by RW Building Consultants, Inc., dated 1/17/02. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a fiberglass outswing/inswing glazed double door, prepared by Certified Testing Laboratories, Test Report No. CTX,A805W -2, dated 2/3/02, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 3/12/02, signed and sealed by Lyndon Schmidt, P.S. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0718.08 issued to ODL, Inc_ for "HP Polypropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Test Report No. ETC -00- 577 - 10148.0; prepared by ETC Laboratories, issued to RSL, Inc., dated 12/15/01, for Extruded PVC, tested per ASTM D 635 - 91 "Standard Test Method for Rate of Burning and Time of Burning of Self- . Supporting Plastics in a Horizontal Position "; ASTM D 2843 -93 "Standard Test Method for Densiry of Smoke from the Burning or Decomposition of Plastics "; ASTM D790 -96 "Standard Test Methods for Flexural Properties of Unroinforced and reinforced Plastics and Electrical Insulating'Materials, signed and sealed by Joseph L. Doldan, P.E. 3. Test Report No. ETC -01 - 756 - 10828.0, prepared by ETC Laboratories, issued to Trinity Glass International, dated 5/22/01, for non -foam lupoy, tested per ASTM D 635 -96"Standard Test Method for Rate of Burning and Time of Burning of Self.- Supporting Plastics in a Horizontal Position "; ASTM D 2843 -93 "Standard Teat Method for Density of Smoke from the Burning or Decomposition of Plastics "; ASTM D1929 -96 "Standard Test Methods for Ignition Properties of Plastics, ASTM D 638 -96 "Standard Test Method for Te 'roperties of Plastics" signed and scaled by Joseph L. Doldan, P.E. Theodore Be an, P.E., Deputy Director Product Control Division NOA No 02- 0418.03 Expiration Date.; December 26, 2007 Approval Date: December 26. 2002 E -1 OESEN PRESSOR RA7%6 1t&E OM AEciinouEy1 IS K 0 UNIT TYPE F0511TVE . i WEATIT. SINGLE + 55.0 PSF - ""y D.l.a WIDTH i7yT r 55.0 PSF - 55.0 PST OI1.0. mom , + 55.0 PSF - 550 PST OCLIBLE WPM 9OELUTE5 On ENDUIiS LitTMhE IASTQA[UL) r 52.0 it - 52.0 ?Sr a . .4 i i 0 f OESEN PRESSOR RA7%6 1t&E OM AEciinouEy1 IS K 0 UNIT TYPE F0511TVE . i WEATIT. SINGLE + 55.0 PSF - 55.0 ?Si SINGLE WITH SIDELITES r 55.0 PSF - 55.0 PST 00UBLi W • SOELITES (W.114 GENESIS WIDJA1.43EA 0 aStRACai.) + 55.0 PSF - 550 PST OCLIBLE WPM 9OELUTE5 On ENDUIiS LitTMhE IASTQA[UL) r 52.0 it - 52.0 ?Sr TABLE OF CCWTERTS WE' if TESCRIPTION 1 - L AI' G ,i ,. �; It'llitrLDICili''l4TRiI i MIN WOE WIN! - - 1.'1 ZEIYairlIKK1.411q1D1 3- tEINI RIIII3EM ET:: atli EiU . • L ivfri•nrtu.W 1 . MEM al • , N LE j ti 4- HOEFTGL 4SS MAZE, OUT DOOR ♦ OF TO TZO X 61 WWTN GA WITNOUJ SIAELITE, r +l if R !_„ hYdFS 1. Rid PR OQQCT JS OEVGAEO TO COLTPLY LATH THE F10RlC4 BU1LC7RG CODt. 2_ WQ70 BUNS BY OTHERS, bANST SE ANCHORED P.ADPEALY TO TI4miSfER LOA0.S 7n0 r,Tt STRUCTU3IE. J. PROCJCT ARGNORS Ot t_ 0E AS i1., 5TEpp AND SPACED A5 SHOWN ON DEEAt1S. ANCHOR ENBEDNIJ1 TO BALE 5S4Jt IM SHALL Eli BEYOND WALL DRESSWO OR STUCCO. g 4. ors.c7+'ro PRt'SSL.'AE RATWO SEE FABLE RAGE 1. 5. MS PROCUC7 AtEDU THE WATER R£GWRFNENTS 10R ', i01 VEIOCIrr CAhpf ZENryES WAN THE USE OE TAE RICH DAMP BUMP JAWSHOLD_ 5. rios SYSTEM notAftes'wrtiosyske DEBRIS EX7CRNAL PROT£CRdk AS r ESCTh Ti0 AV SECT70N Of THE FLORIDA BUILOatC CODE 1710' MAY. 1 Og5i1lL s9tMr •4• U41 WCCM- LUKE Mini' 0 1 ..._ 37.25" IrAX. 36.375° ALIN. PANEL 35.75" &LAX. � .y. . 35.75'.+tAx. ---- FRANZ MOTH WIDTH W'ASJi A[.AI. P4NE4 i7 PRI::L Ni 1 { -I- t r ° Tit. 0 i Y 15 �+J 2 i 1 _r i ry t OViTaul Your wool 1- 0TAr.I7Rur Anna .4 748. Aux. 0I/ERAU. ALL FRAME WlLi14 Wk 1i 747'S1UTES G T -SIC UWT Y D 7TN11t T7L E1?FR;Og 0 I MX Lux, owtRal Fade' AWN 0 D 37.513 MAX _ � OVERALL %Din 35.i5 MALL PANEL WIDTH r 1 21^2( 7JUT Va6'T r4et *' (MOLL rang lu'iia+ A nal, 11.77/02 stoat N. T. S. tm 671.11 0. sc ow l+wao 1 ' 5 - 2202 skill _ L ' 0 f0 - l 1 , #1 9 y AI I �; j ti 4- HOEFTGL 4SS MAZE, OUT DOOR ♦ OF TO TZO X 61 WWTN GA WITNOUJ SIAELITE, r +l if R !_„ hYdFS 1. Rid PR OQQCT JS OEVGAEO TO COLTPLY LATH THE F10RlC4 BU1LC7RG CODt. 2_ WQ70 BUNS BY OTHERS, bANST SE ANCHORED P.ADPEALY TO TI4miSfER LOA0.S 7n0 r,Tt STRUCTU3IE. J. PROCJCT ARGNORS Ot t_ 0E AS i1., 5TEpp AND SPACED A5 SHOWN ON DEEAt1S. ANCHOR ENBEDNIJ1 TO BALE 5S4Jt IM SHALL Eli BEYOND WALL DRESSWO OR STUCCO. g 4. ors.c7+'ro PRt'SSL.'AE RATWO SEE FABLE RAGE 1. 5. MS PROCUC7 AtEDU THE WATER R£GWRFNENTS 10R ', i01 VEIOCIrr CAhpf ZENryES WAN THE USE OE TAE RICH DAMP BUMP JAWSHOLD_ 5. rios SYSTEM notAftes'wrtiosyske DEBRIS EX7CRNAL PROT£CRdk AS r ESCTh Ti0 AV SECT70N Of THE FLORIDA BUILOatC CODE 1710' MAY. 1 Og5i1lL s9tMr •4• U41 WCCM- LUKE Mini' 0 1 ..._ 37.25" IrAX. 36.375° ALIN. PANEL 35.75" &LAX. � .y. . 35.75'.+tAx. ---- FRANZ MOTH WIDTH W'ASJi A[.AI. P4NE4 i7 PRI::L Ni 1 { -I- t r ° Tit. 0 i Y 15 �+J 2 i 1 _r i ry t OViTaul Your wool 1- 0TAr.I7Rur Anna .4 748. Aux. 0I/ERAU. ALL FRAME WlLi14 Wk 1i 747'S1UTES G T -SIC UWT Y D 7TN11t T7L E1?FR;Og 0 I MX Lux, owtRal Fade' AWN 0 D 37.513 MAX _ � OVERALL %Din 35.i5 MALL PANEL WIDTH r 1 21^2( 7JUT Va6'T r4et *' (MOLL rang lu'iia+ A nal, 11.77/02 stoat N. T. S. tm 671.11 0. sc ow l+wao 1 ' 5 - 2202 skill _ L SEC GLAZING 0 E'TNLS SEE NOTE SHT. 7 E>QTR10R SEE GcAZING OETrtJL$ SEE NOME 3 SHT. 7 INW ri+ IL�rrl �1r t { + :.11.1L T ci r?f i Fi amp.' �`L �L1i�Y1t� - ��1� 1K+ r iF. '1I+a Inj ]l Jt' IAl[ u tair r C11 11 s � `•c. � r � L5 1 z t. a Lir. a R P SALES A. Sag CrE RE S4SN ' 4 r • ifitt o -[OU 11 - aEtas 1a � 4 IOI, 1Na mb9�rr7'1r�.9tl;�( FO k' Yi COMPOSITE rOhr■ ST FL JNE vi ,r M K. Er T -• H- 4 E lDJ IYa$ lEy � AL vIt7 1.;..a2ormao Timm �� y 1111 STE L Sf Et F +S�Ji ilil ft7Ysr►,ie. [&tl'2 MILcir:rta ie - 1 CM L. . ^m • r .- tAITI ZST Lrc IRGi_ ill +m irc �8ui1 . • CMS W Poi1Wpf'. r lL�� +, :r � _ 11 ii.rrc `-Y :7.t:�r t�� ' �:ri�7: .+1[ l�`. f! r FTil irl it rL lt: - 1:416 l7:tf! N [17f:�7tit;rf!�kY�:iit� _ ►r a. !Wow iv 1}r• C 4. P DA 1 t • aria T{t a41, [CE -yliu3 .1 I 'iI ma r ri E ZK ant, 1217/02 N.T. s. j ti 0 EIIFRCIR 2.d- 12. ovvzi -42 J$T.TA"^AL Rz'EVNE:A aus (4) 90LTa TOTAL. (2) op" O =Rio. TOP 4 (2) 8. L. Q 8OTTOtl O 7 acoinapa CROSS SEGUED) H450173. UNIT 17 /WUJDMTUER ASTRAGAL Writ BY (y` DENIM AMCTEIECOJRI. PRODUCTS � (JLEVENtaE1 � 0 HORIZONTAL . 3 HOOK ZZO L ss swim vm I I�l�(�` Wild= AstR,G.a er U C J 2.g fIDLI A PRODUCTS SEE 742TE 1 SHT. 7 ASTTUG* RE1MI R BATS (2) eb_TS TOTAL. (1) 19.75' 0 TCP & (1) 11.73' L. 0 80TTOL1 1.75 LAY 2.418. .25' wx. SHOT SEE Nt5tE 2 SHT. 7 L iar 8 S 7 2 SHT. 7 SE{ MOW `� •( -' SEE NOTE 111•.. - I ►1�1�(Ilf ����� 1 ►'M +ill I�Iklili� SUE. 7 SEE NOTE 1 a k (�DSS stcnoN .i LAidl 70 SIDELINE (SNOWN WEIR 3'0 SIDCLITE) NOTE; UNCLPPCO tAUINATED MULLION USED Willi CONTINUOUS ACV) dI THRESHOLD tfi ILD 0© W THL (2) MLLES ARE CLUED rOGETHEA 27/ CONSTRUCTION ADHEShE j1 NOT cia SW.. i . rrtntrH+f(r � 3 SHT. 1 `- f� -I� #1 SEE NOTE lb 2 I SHT. T SEE 7.07E ATIRI2R4tA1 CBOSS SEC(LOI LATCH TO SID RE (StiOrtx vuTH 4" SIDEUTE) &E1IE. COCR & SIC(LI1E 4.+49 MNI MAPPED Ull LION WHET Not LSINJD CONllVJDUS HEAD & THRESHOLD OM. 1LI tAgIM 44111I N. T.S. OAC. Or, L7LN cm. tr J W r +u• _ °' L + i iatozo wrroti � rrIva To saam MORN r1DH TO SOELtrej UNCUPPEO WuuuTCO LIIRLTOI unto mTH cOUTIJUOUS HOD k THRE$HOLo 9Nc 1D E vcrTlOk (Sx imam 30 90EL1rE) • DOOR & SOEUT: .W.O3 FORMS UM WED AR -LIC.1 YNCH MOT USIHO C01PTI mou3 HEW & i RrSHDLD SE{ tgAr 2 srf. 7 Tat CROS srcnat4 V S • . E TO AtOt 1M EXTEDial I.1S" Eta 15 MAX- SIM .15' OAx. C - 6NH II // z ��VJI1}, P 3. 1 ; ' I <J� �i� r 1I't��� I 41 d rs N J 0 1 a 0 N EL i 1 0 L SEE DETAIL C" salt_ � b 6 IYhEti Arrh ai IC SIOEUTE THE AOOVE A hCHOR30G APPLIES SEE omit 4' S/tt. 6 O GEE MAIL *F" Sta. 6 = 1 Ail C �` O W g i h L � . I ®F-I 1 ®t 1 1 I �. I a' 3. s' 6 11W .44 Y>D e. SEE OETAIL 'Tr fl 6" 3' e' 0 I it i ev 1 1 { i t ti, et .9 Q .9 fl Y s AThrO3 3MO$ I ti to 1• T'- I LL A1 7 AEfIED TCI ABC �fl 'GO{,5 IITA:L 7' INV rgr3 LAYt1M7><tt i.em 2ETA,7 E' Lim arAyeFR ASTRA L ATTACH ASSWtc1L RETAINER BOLE STR.T <E PLATE 1D FRAME AS SHC .V. ASTRAGAL RETAINER BOLT TOLES cid MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST BUCK OLEP EhCUGN roa A 2' THROB QETAtL - r sthCIAMRFR ASTRAGAL. TWT I 'F' ENQL1 RA A57RAGAJ, DEIM....1.'—fatat.4103451, ATTACH ASTRAGAL RETAIMFR eau SIRIKE PLATE TD FRAME AS SHOW. 6' SEE DETAIL J 3' SEE DETAIL ., S' r ASTRAL +L RErM jER 80;.7 HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TESL BUCK DEEP EYDUGH FOR A 1.375' THRD'» 3' s' SEE OETAI "F' lIRu81r QQDR WITH (2) 3'0 StDELt1E5 DETAIL 17' 3' . 3 1 3' r FROM : KATHY MERBLER 2004 03:18PM 9 1 ;x7£10$ ;NTERAR .25' STEEL INTERCEPT SPACER ,7/7" MISIRATF0 TEMP-FRED GLASS (COL.) SO' GLASS 81TE .125" TEMP. CLASS 0 .1 TEMP. � "11� .� •2s AIR i . SPACE .125' T£NP. i 1WF fie <Ei: cL,>,ss .50" ~ rT " SEE NOTE: 1' INSULATED TEMPERED GL AS CLASS RITE S itt 2 SHIT. 7 50' (SPECI74.TY BAYLtTE) 40 0 GLASS RITE SE NOTE NOTES: 2 SHI. 7 I. SPAC1kG FOR ITEU 144 Mit PIN 74A9 A1TAC11LYG THE SIDEUTE TRW LS AS FOLLOWS; TOP a DOTTOM {1) AT 2.0" FROM 007SIDF CORNER 'AIM {3) MORE 175' 0.C. SLOES FR014 TOP 001*4 (l) AT 2.75" iROL1 VERTICAL CORNERS WUH (6) MORE M 14.0" O.C. MAY. 2. SPACING FOR REDA ¥40 WON ITEM 132; TOP & axiom (I) SCREW .N THE CENTER AND (1) 3.75 FROM EACH HORIZONTAL CORNER. TOP DOWN, 1375. 10.75. 16.125', 255'. 32675 ", 40.26 ", 47.7S', 65.125' & 62.5 ".SPACaN0 FOR ITEM 140 WITH ITEM 133; TOP & BOTTOM (1) SCREW IN TIC CENTER & (1) 3.25" FROM EACH kORIZONTAL CORNER. TOP DOWN 3,25', 13.75 ", 26.5 ", 3t.25`, 52.0 ". 4; 62.625'.SPACI413 FOR (TEAL 140 WITH 134, TOP 1$ 5011041; (1) SCREW IN THE CENTER & (1) 3.75" FROU HDAl20MTAL CORNERS. TOP pan, 4.5". 16.25`. 33.0', 47.625" & 61.J75 ". SPACING FOR ITEM 140 wan ITEM 35, TOR AND BOTTOM (1) SCREW in THE CENTER k (1) .75" FROM EACH itTAIZONTAL CORNER. TOP DO'A'JI 11125`. 26.75 ", 39.375' 3 52.5". 3. THE 90EuTE IS HELD INTO 1HE FRAME N THE 2 P.ECE MULLION APPLICATION I' TH ITEM 114 (110 1 2 ") GPACI'G AS FOLLOWS; HEADER AND 0L115W1NG THRESHOLD; (1) SCREW 30" FROM EACH HORIZD rAL CORNER. IN THE INSWING APPUCkn0I USE REM 15O (110 X 31 IN THE i.Y5W4NG TNRESHoL11 SIDES; (1) AT 6.0" FROM EACH VERTICAL CORNEA WITH (4) µORC EWI ALT SPACED. 4. SPACING F0.1 IItm ) ATTACHING THE WIND/AMBER ASTRAGAL 10 THE INACTIVE COLA LS AS FOLLOWS; FROAr. IHE DOTTOM UP; 1.0 ". 3.0 ". 5.0'. 20.0'. 3175" M 57.75'. may THE TOP DO'NN; 1.0 ". 3.0" & 5.0 ". 5. SPACING FOR ITEM 149 ATTACi#140 THE ENTWRA ASTRAGAL TO THE INACTA/E DOOR 45 AS FOLLOWS FROM TOP OWN; (2) SCRE'+IS AT 3.0' DOIIN AND .E6" APART. 4.0`, 11.0 ". 19.0'. 27.0 ". 34.0 ". 44.0".. 51.0 ". 50.075 ". 46.675'. 73.373', & (2) AT 74.875" .68" APART. THERE IS ( AODITICI:AL /5 ■ 1.75" OECH SCREW AT 51.75' 00111: FROM THE 70P. ALL nit SCREWS CCMING CO5W4 ME ASTRAGAL ARE GERCD EXCEPT FOR THE 1.75" SCREW. IT IS CENTERED ON THE ASTRAGA,. 6. THE SCELITE 15 HELD INTD THE FRAME 4N THE 1 P:ECE MuLUON *Put...Knorr W,TN Trim 114 SPA6INO AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREN 3.0" FROM EACH HORIZONTAL CORNER. JAN9 SAIL (1) AT 6.0' FROM EACH VERTICAL CORNER Well (S) MORE EQ.u1.LY EQUALLY SFACEO. Al THE HINGE NULUTON THE SIDFLTTE 6 HELO 14 MTh (2) IfEu 142 AT EACH 14.4CE t0CAYIOA. AT EACH STRIKE MULUO14 THE SIOEurE is HELD D7 R17N IrEm 842 SPACED 8.0` IRO11 10P ANO' sonou CORKERS ',OH (4) MORE CQUALIY SPACED. 25' AIR SPACE 125" 1E W. CLASS La= : INTERIOR . 25" STt£i. INTERCEPT SPACER SEE NOTE 2 5)17. I T (� .50" GLASS BITE .25" STEEL INTERCEPT SPACER .125' TEMP. GLASS .25" AIR SPACE .125" TEAM. ( SS ,p' 111SIY TENPEREII CLA1iG (RSL} 1/2' INSUTATEO TEMPERED 0LAS1 (TRINITY / ANPAC) wr r/17/02 ,W,: N. T.S. CIO WI WEN EMC. Ito RN 5 -2202 u44 O .L i 4.5829" 3 1.341_ I wain TRAWL 4.583' 1^- 2.125" - I 4.373' t--- 2.125' 2B AM A`ATED LL*WWR Will ay 3.25' 2" 5,73" a 1vPFRrx niiNginta 911MP F,BGfl ALUttwlut Thant - D 41,3 WALj.._Etlaj 24 CV #}MG Fr*4P 77tRESHO' f1 .050' ALUM. or wDRLO ns LITE FRAME. C. No PDLYPROPAFNE (niFRIKIRL -PS- 1552 3 IMNITY /Mppc OA= OE R 5.4N( 35 FQN TY /ROM ITF a Jammu POLYPROFILEt • 39 S° QIASS 1 178. £B L N L 1+1.581 " -- 15 Ovlt 4Q1( A3 SIOEI .ITE yYfloD TRH rc 1. lq t , I1- 5 5o. zugligasme L6Y ifN LnYS AL -Q6 O )1LTCH k HINGFSYAd eL [NANKLTrf iati AI'E7 1SIU8EELIVPFz GAP 11‘101_1 0.262., 5511:1.11L11.0-1185. t4' C1a£U clog STILE 341_5'DF @QfDA - J1 —1 1.551 " 1-- 1 DOM BOTTek1.A5i_j4 3- 0 Rt. BATOm 451? r.DUPO 10 Y fTHERRRTIP SOY FM 4,41;114 Q1)5e I- 1.787 - - ASTRAGAL HAS 0 (2) 8 .0" BOOS O 8orroM at {2) 8.0" BOLDS Co TOP iwdirdei_ aag Eaagg ]D O f'1QURA E%TRIipED AL y. ASTRAGPL .tT 5" A'ttAl, mot[ 1 171 2 rou: N 7.5. OM en IYLN 5 -2202 muf - qr 4 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA ME 1RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Therma -Tru Corp. 1687 Woodlands Drive Maumee, OH 43537 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 "Classic Craft" 6'8 Outswing Glazed Fiberglass Doors / APPROVAL DOCUMENT: Drawing No. S -2161, titled " "Classic Craft 3 /4 Lite" Single & Double Outswing 6'8 Fiberglass Door ", sheets 1 through 9, dated 11/05/01 with revision #1 dated 2/5/03, prepared by RW 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. 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 donc 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 ,� e Official. This NOA consists of this page 1 as well as approval do en E� a� e. The submitted documentation was reviewed by Manue NOA No 01- 1219.03 piration Date: April 03, 2008 " pproval Date: April 03, 2003 Page 1 Therma -Tru Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2161, titled " "Classic Craft Y4 Lite" Single & Double Outswing 6'8 Fiberglass Door, sheets 1 through 9, dated 11/05/01 with revision #1 dated 2/5/03, prepared by RW Building Consultants, Inc. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of a outswing and inswing fiberglass glazed OXXO door, prepared by ETC Laboratories, Test Report No. ETC -01- 741 - 11194.0, dated 10/22/01, signed and sealed by Mark D. Passero, P.E. Addendum letter dated March 8, 2003 also signed and sealed by Mark D. Passero, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 12/26/01, signed and sealed by Lyndon Schmidt, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1120.07 issued to Therma -Tru Corporation for "Therma -Tru "Fiberglass" Door Skin" dated 1/17/02, expiring on 1/18/07. 2. Notice of Acceptance No. 01- 1120.08 issued to Therma -Tru Corporation for "Therma -Tru Series "BTS, TCM, PVC, SMC" Lite Frames" dated 1/18/02, expiring on 1/18/07. 3. Test report on "20 and 90 min. vertical full scale "Fire Endurance and a Hose Stream Test for Door Assemblies" per ASTM E -152 for steel door with polyurethane foam core, prepared by Inchcape Testing Services, Warnock Hershey International, Inc. Test Report No. 6721 dated January 1994 E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 12/14/01, signed and sealed by Lyndon Schmidt, P.E. 2. Letter stating that Mr. Rick Wright has been contracted to represent the company as a consultant, dated 4/16/01, signed and sealed by Steven Kepler. F. OTHER 1. Letter for San Martin Associates, Inc. E -1 Manuel ' erez, Product Control Ex NOA No 01 -1 Expiration Date: April 03, 2008 Approval Date: April 03, 2003 4 9 e v. '010 'XbW ,61'Li ANCHORING LOCATIONS & DETAILS 6 v 1 7 GLAZING DETAILS 0 UNIT COMPONENTS n + r - T. 1 I 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS l THERMA U 'CLASSIC GRAFr 13 NI SINGLE AND DOUSE W' WTOUT SWUM& INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. l GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA BUILDING CODE. 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 SHAD. BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCTIKELS THE WATER REQUIREMENTS FOR 'HIGH VELOC ZONES' WITH THE US OF THE HIGH DAM BUMP 6. T � R HIS SYS SEE M RE WINDBORNEEDEBRIS BELOW. EXXTNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESJDENTIAL INSULATED FIBERGLASS DOOR (Common to all frame conditions) r rg ass (SMC) skin 0.105' min. thk., Sidelite Sheet 0.07' min. thk. with yield strength F (min.)=6,000 _psi Core design; polyurethane foam core, withl.9 lbs. density by BAS. Pagel Constnrctip panel skin is constructed from a 0.095' thk. sheet molding compound (M C). The interior cavity is frilled with 1.9 lbs. density BASF oywethane foam. The panel face sheets are glued to the wood shag and rgiis. krtch and hinge shies are Lk or LSL The latch stile which is 4.03 X 1.47 is the latch reinforcement. The top and bottom mil are of a wood composite material. In the double door application the inactive door is fitted with an extruded aluminum astragal of 6060 -16 alloy. Frame Conftru tj�p°.pn• The frame is constructed from finger jointed Fun. meosun 4.565 wide x 1.17 thick. The header is joined to the side jambs with ( 18 x 2.5' Head. W Screws. Tire threshold is joined to a side jambs wiU (2) 16ga. 1 /2cmwn x 2 long staples at each aide. The mullions ore secu together In a sidellte applcaton using /8 2' log tit Wood Screws (6) screws per each mylhon. The units eses an Outswmg Bump threshold measuring 4.615 x .837 SMC Up Lite - 0,4 size is 27.5' wide x 50.19' high secured x 1.75' PhIIips Pan Head Screws. The frame are sealed with slJiicone caulking (Dow 795) to sideRae panel and to the glass. Sldelite dazing; SMC Lip Lite with the yield strength Fy(min.)= 6,200 psi & TMC Up Lite with the yleldstrength Fy(min.)= 4,674 psi - OA size Is 9.85' wide x 65.!15' wide sassed w/(16) 16) /8 x 1.75' Philips Pan Head Screws. The frame are sealed with silicone caulking (Dow 795) to siderte panel and to the glass. Integral Flush Glazed - The sideiite sash face panels are molted to receive the insulated Glass. The Mass is attached to the sidelite face sheets with silicone glazing compound (Dow 795). TABLE OF CONTENTS SHEET # 1 2 DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 9 I BILL OF MATERIALS & UNIT COMPONENTS OPTION I OPTION It 0 0 co 37.5' MAX. r OVERALL WIDTH 36' MAX. PANEL 7 07H -1 9 O 1 21 -1/8' MAX. D.LO. (TTP') 0 ;TINGLE OUTSWING UNIT® DOUBLE OUTSWING UNIT DESIGN PRESSURE RATING WITH SURACE BOLTS & WINDJAMBER II ASTRAGAL ///////// ARMOR. G W /OUT SURFACE BOLTS +47.0 PSF +70.0 PSF 105.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH -1 W/ASTRAGAL HOLD -47.0 PSF DOUR? F W /SIOFI CtFS OUTSWING UNIT OPTION 11 W/ SURFACE BOLTS J v✓ SEE DETAIL 'A". SHT.3 All MODETS 68.5' MAX. OVERALL WIDTH ARF NEWEQ 21-1/8 FROM I N11780R MAX. D.LO. n 1 ef- / ® SINGLE WYSID OPTION II W/ SURFACE BOLTS SEE DETAIL 'A" SHT.3 -70.0 PSF 15.5' MAX. FRAME WIDTH 13.9375' MAX. WIDTH 7.125' MAX. D.LO. WIDTH LIP UTE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE (TYP. FOR BOTH SIDELRES) 15.5' MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125" MAX. D.LO. WIDTH UP UTE 7.0' MAX. D.LO. WIDTH INTEGRAL LITE (TYP. FOR BOTH SIDEUTES) R1 Apprmed as euaplymg with the • a iC r2 003 NOAw t- 19.14. Mimi Dade Product 0 re a N O 6 0 z m z 0 un cc s 3 'WBUILDINC CONSULTANTS. INC 813.659.9197 oN7E: 11/05/01 srxE, N.T.S. owe. wv: WLN aeL en NW DIVOMO Na.: S -2161 SHEET _L or 9 74.5" MAX. OVERALL 36.625' MAX. PANEL WIDTH w /ASTRAGAL FRAME WIDTH I p 1 1 1 1 1H913H 3WMLi llVX340 'WI _S'09 0 21 -1/8 MAX. D.LO. 0 (W' ) R (l3M+d 2100a and 'du) . O - ra 'xvW ,61'L4 . n r T. 1 l THERMA U 'CLASSIC GRAFr 13 NI SINGLE AND DOUSE W' WTOUT SWUM& INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. l GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA BUILDING CODE. 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 SHAD. BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCTIKELS THE WATER REQUIREMENTS FOR 'HIGH VELOC ZONES' WITH THE US OF THE HIGH DAM BUMP 6. T � R HIS SYS SEE M RE WINDBORNEEDEBRIS BELOW. EXXTNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESJDENTIAL INSULATED FIBERGLASS DOOR (Common to all frame conditions) r rg ass (SMC) skin 0.105' min. thk., Sidelite Sheet 0.07' min. thk. with yield strength F (min.)=6,000 _psi Core design; polyurethane foam core, withl.9 lbs. density by BAS. Pagel Constnrctip panel skin is constructed from a 0.095' thk. sheet molding compound (M C). The interior cavity is frilled with 1.9 lbs. density BASF oywethane foam. The panel face sheets are glued to the wood shag and rgiis. krtch and hinge shies are Lk or LSL The latch stile which is 4.03 X 1.47 is the latch reinforcement. The top and bottom mil are of a wood composite material. In the double door application the inactive door is fitted with an extruded aluminum astragal of 6060 -16 alloy. Frame Conftru tj�p°.pn• The frame is constructed from finger jointed Fun. meosun 4.565 wide x 1.17 thick. The header is joined to the side jambs with ( 18 x 2.5' Head. W Screws. Tire threshold is joined to a side jambs wiU (2) 16ga. 1 /2cmwn x 2 long staples at each aide. The mullions ore secu together In a sidellte applcaton using /8 2' log tit Wood Screws (6) screws per each mylhon. The units eses an Outswmg Bump threshold measuring 4.615 x .837 SMC Up Lite - 0,4 size is 27.5' wide x 50.19' high secured x 1.75' PhIIips Pan Head Screws. The frame are sealed with slJiicone caulking (Dow 795) to sideRae panel and to the glass. Sldelite dazing; SMC Lip Lite with the yield strength Fy(min.)= 6,200 psi & TMC Up Lite with the yleldstrength Fy(min.)= 4,674 psi - OA size Is 9.85' wide x 65.!15' wide sassed w/(16) 16) /8 x 1.75' Philips Pan Head Screws. The frame are sealed with silicone caulking (Dow 795) to siderte panel and to the glass. Integral Flush Glazed - The sideiite sash face panels are molted to receive the insulated Glass. The Mass is attached to the sidelite face sheets with silicone glazing compound (Dow 795). TABLE OF CONTENTS SHEET # 1 2 DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 9 I BILL OF MATERIALS & UNIT COMPONENTS OPTION I OPTION It 0 0 co 37.5' MAX. r OVERALL WIDTH 36' MAX. PANEL 7 07H -1 9 O 1 21 -1/8' MAX. D.LO. (TTP') 0 ;TINGLE OUTSWING UNIT® DOUBLE OUTSWING UNIT DESIGN PRESSURE RATING WITH SURACE BOLTS & WINDJAMBER II ASTRAGAL ///////// ARMOR. G W /OUT SURFACE BOLTS +47.0 PSF +70.0 PSF 105.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH -1 W/ASTRAGAL HOLD -47.0 PSF DOUR? F W /SIOFI CtFS OUTSWING UNIT OPTION 11 W/ SURFACE BOLTS J v✓ SEE DETAIL 'A". SHT.3 All MODETS 68.5' MAX. OVERALL WIDTH ARF NEWEQ 21-1/8 FROM I N11780R MAX. D.LO. n 1 ef- / ® SINGLE WYSID OPTION II W/ SURFACE BOLTS SEE DETAIL 'A" SHT.3 -70.0 PSF 15.5' MAX. FRAME WIDTH 13.9375' MAX. WIDTH 7.125' MAX. D.LO. WIDTH LIP UTE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE (TYP. FOR BOTH SIDELRES) 15.5' MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125" MAX. D.LO. WIDTH UP UTE 7.0' MAX. D.LO. WIDTH INTEGRAL LITE (TYP. FOR BOTH SIDEUTES) R1 Apprmed as euaplymg with the • a iC r2 003 NOAw t- 19.14. Mimi Dade Product 0 re a N O 6 0 z m z 0 un cc s 3 'WBUILDINC CONSULTANTS. INC 813.659.9197 oN7E: 11/05/01 srxE, N.T.S. owe. wv: WLN aeL en NW DIVOMO Na.: S -2161 SHEET _L or 9 •i f1 o . OUTSWING DOOR PANEL W/LOW PROFILE THRESHOLD (THIS THRESHOLD NOT FOR USE WHERE WATER REQUIREMENT IS NEEDED) 1 VERTICAL CROSS SECTION 2 NG DOOR PANEL W/ HIGH DAM THRESHOLD THRESHOLD MEETS WATER REOUIREI4ENTS) 2m to ay-1r �_� , J HT.4 stE 1.68' MIN. PANEL THK. SEE GLAZING DETAILS (SHEET 7) 0 00 po 0 70. z _AO 0 \ —l `` _`_ © SEE NOTE '411111e 5 SHf. 4 VERTICAL CROSS SECTION OUTSTING SIDELITE PANEL THE CROSS SECTION IS SHOWN W/THE 'CLASSIC CRAFT' FLUSH GLAZED & 3/4' GLASS SEE NOTE 9 SHT. 4 Approved u mmptylog Mla lac Florida &Mug C Dote MOAN oT>rsi/AL' w' Moot y O y Cc 0 z •/ BURONO CONSULTANTS. INC 613.659.9197 DAM 11/5/01 sous NTS owo. on WLN MK. IN RW ORRW00 NO.: S -2161 ASTRAGAL RETAINER BOLT 8.0" LG. TOP & BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM INACTNE J SEE NOTE 2 o. SHT.4 0 ...: . .:.. O MULLION O ASTRAGAL (OPTION I) © • • :1 • .l : •I:.. T 7.11. 0 z 1y -r rs c�a�G7 .25' MAX. SHIM .15' MIN. C —SINK INNI 0 3 HORIZONTAL CROSS SFf.7IIIN 3 0 =ELITE TO BUCK DETAIL 'A (OPTION 1 SURFACE BOLTS) 151ffiQS 0. a m a F O O Z Z 0 ce ce 0 WBULDINO CONSULTANTS. INC 813.659.9197 uar:.11 /5/01 sue NTS 000. we WIN aft et NW DR+1➢1110 110.: S -2161 MEET 3 OF 9 .e: ... :el. .i. v .25" MAX. SHIM SPACE 0 1 ui 1 ho° [.._.15' MIN. C —SINK 1.15" MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR #8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1', 3 ", 5 ", 18.25 ", 40.5', 59.25', 74.25 ", 76.25' do 78.25 ". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) #8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.75 ", 33.5', 47.25, 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4 " IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6` DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7 O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEUTE AT THE MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. cod a z -� 0 I L oy O R INWRIOR En O ( � tal LATCH JAMB TO BUCK, SEE L. NOTE 1 a o ° 10°. "cL 2 HORI7ONTAL CROSS SECTION .15" MIN. 4 HINGE JAMB TO BUCK, C —SINK 1.15" MIN. EMBED. SEE NOTE SHT. 5 SEE NOTE `•`, 5 SHT. 4 I` SHT.4 o w�` o INTERIOR W OWN.. SEE NOTE 9 THIS SHT SE NOTE 6 SHT. 4 .25' MAX. SHIM SPACE 0 4 3 HORIZONTAI CROSS SFCTION 0 STRIKE JAMB TO SIDELITE SEE NOTE 7 SHT. 4 Approved Escom b ue Da illadda ts e.7. 3 _�• NOM .)Ci1/AL:R�Ic MhN Dade , . BY 0 oz o z N�O X co 0 .- z ✓ ?. BUaoum CONSULTANTS, INC 613.559.9197 DAIG 11/5/01 OGLE: NTS DTM, er:. WLN cw. ar RW WANING NO.: S -2161 W 4 or l 3 T a e....;: .e: ... :el. .i. v .25" MAX. SHIM SPACE 0 1 ui 1 ho° [.._.15' MIN. C —SINK 1.15" MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR #8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1', 3 ", 5 ", 18.25 ", 40.5', 59.25', 74.25 ", 76.25' do 78.25 ". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) #8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.75 ", 33.5', 47.25, 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4 " IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6` DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7 O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEUTE AT THE MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. cod a z -� 0 I L oy O R INWRIOR En O ( � tal LATCH JAMB TO BUCK, SEE L. NOTE 1 a o ° 10°. "cL 2 HORI7ONTAL CROSS SECTION .15" MIN. 4 HINGE JAMB TO BUCK, C —SINK 1.15" MIN. EMBED. SEE NOTE SHT. 5 SEE NOTE `•`, 5 SHT. 4 I` SHT.4 o w�` o INTERIOR W OWN.. SEE NOTE 9 THIS SHT SE NOTE 6 SHT. 4 .25' MAX. SHIM SPACE 0 4 3 HORIZONTAI CROSS SFCTION 0 STRIKE JAMB TO SIDELITE SEE NOTE 7 SHT. 4 Approved Escom b ue Da illadda ts e.7. 3 _�• NOM .)Ci1/AL:R�Ic MhN Dade , . BY 0 oz o z N�O X co 0 .- z ✓ ?. BUaoum CONSULTANTS, INC 613.559.9197 DAIG 11/5/01 OGLE: NTS DTM, er:. WLN cw. ar RW WANING NO.: S -2161 W 4 or SEE NOTE 3 SHT. 4 SEE NOTE 7 SHT. 4 3' --{ . . 9 3'-- 3 "--{ f- 3 - 6" SEE NOTE 6 SHT. 4 SEE DETAIL - "G" SHT. 5 SEE DETAIL SHT. 5 "D" 3" 6" I 51 TYP, r r SEE DETAIL "H" SHT. 5 SEE NOTE Y 6 SHT. 4 SEE DETAIL "F" SHEET 5 -6" SEE DETAIL F" SHT. 5 51 TYP. 3" — 6" DOUBLE DOOR W /SIDELITES DETAIL F ASTRAGAL STRIKE PLATE LL BOLPTSTTRRIKE SURFACE 6" -1 SURFACE BOLT STRIKE PLATE — 6" 3" 6• -J F— 3' F-- 3" SEE DETAIL E ". SHT. 5 TYP. SEE NOTE 4 SHT. 4 "B= DRILL THRU FOR A 0.357" BOLT DEEP ENOUGH FOR A 2' BOLT THROW SEE NOTE THIS SHT. SEE DETAIL "G" SHT. 5 1 M DETAII FI" RETAINER BOLT HOLES BOL 7 OoRNNIKE SURFACE SURFACE BOLT STRIKE PLATE SINGLE DOOR SEE NOTE 3 SHT. 4 1 SEE DETAIL N "E" SHT. 5 0 ; TYP. N 6" —I I-77 SEE NOTE 'O `D 4 SHT. 4 NOTE: USE ITEM 113 A #8 x 2 1/2" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGAL FXCEPT IN THE MULLED APPLICATION WITH THE SIDELTTE USE ITEM LY43 A 18 2" PFH WOOD SCREW. Approved es RAD Baldi f+b Ida the Date E.P121 MUM • •• Need Dade Predict By z i 1 Q N Tn 0 z R7 IVIBUBDINO CONSULTANTS. IN 813.659.9197 age 1 1/5/0 1 ScaE N.T.S. DWG. Br WLN oat Br RW CMtliNG NOa S -2161 SHIT j or g L in ch V Ma •-a ' SEE DETAIL N I "E" SHT. 5 N TYP. SEE DETAIL "H' SHT. 5 A DOUBIE DOOR SEE DETAIL "F" SHEET 5 SEE NOTE 3 SHT. 4 1n ui SEE DETAIL G" SHT. 5 1. SfNGI F DOOR W /SIDFI 1TES SEE DETAIL - r SHT. 5 TYP. Approved n complying will At Florida Data I.J NON! •T�I�AL'lfak UMW Ode SEE NOTE 4 SHT. 4 a z ✓ weuwwo CONSULTANTS. 813.859.9197 w1t. 11/6/01 SCALE N.T.S. OND. WLN aaL Em RW DRUM M No.: S -2161 %Err OF 0.5" GLASS BITE SEE NOTE 1 THIS SHT. 178 x 1 3/4' PPH 1/4" STEEL INTERCEPT SPACER 1/9' INSULATED TFMPFRED (..LAS$ GIA7ING DETAIL SHOWN W/ "CLASSIC CRAFT" TCM LITE FRAME (SIDEUTES ONLY) 0.5" GLASS SEE NOTE 1 BITE THIS SHT. .0625" THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED GLASS 1/4' AIR SPACE 1/8" TEMPERED 0625 THICK DOW 795 GLAZING COMPOUND 3/4" AIR SPACE _ 1/8' TEMPERED SEE NOTE 3 #8 x 1 3/4" PPH GLASS THIS SHT. 3/4" STEEL INTERCEPT SPACER 1" INSULATFD TFMPFRED GLASS GLAZING DETAII SHOWN W/ "CLASSIC CRAFT" ONLY) FRAME 1. THE 27.5" ( x 50.19" DOOR UTE IS SECURED WITH (16) #8 X 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 ", 13.75' AND 24.5" FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0', 13.25 ", 23.625" 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM UP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END SIDE STILES FROM THE TOP DOWN TOP DOWN AT 5.5 ", 16.5 ", 27.5' 38.375 ", 49.375 AND 60.375 ". 3. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECENE THE INSULATED GLASS. 0.5" GLASS BITE SEE NOTE 1 THIS SHT. 1/2' STEEL INTERCEPT SPACER .0625" THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED ; = GLASS o� o ■ I o " \q x 1/8" TEMPERED z x GLASS $8 x 1 3/4' PPH > 3/4" STEEL INTERCEPT SPACER o 1'INSUTATFD TFMPFRED GLASS GLAZING DRAIL SHOWN W/ "CLASSIC CRAFT' SMC 1 rrE FRAME (REQUIRED FOR DOOR PANEL) 3/4" AIR SPACE .0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 1/8" TEMPERED 1/8" TEMPERED GLASS GLASS 1/2" AIR SPACE 1/6" TEMPERED GLASS 3/4 "" INSULATED TEMPERED GLASS GI A7ING DETAIL SHOWN W/ 'CLASSIC CRAFT' INTEGRAL GLAZINQ (SIDELITES ONLY) Re �1b oAr s VALS,R�3c Mlaml pale Predate t— 0 2 w a w D z z 0 rn XW BUxXDmo coomuc ANTS. RJc 817.659.9197 DAE• 11/5/01 scum NTS DMD. BY: WW emit BY RW WAVING N0.: S -2161 SHEET L or 9 .3 RED OAK CAP h-1.077 "� I+- 1.54" 42 sum ITV TOP he BOTTOM RAij, FINGER JOINTED PONDEROSA PINE CC BOTTOM RAY WOOD COMPOSITE O CC LATCH SIDE STII F CORE MATERIAL L VL OR LSL 4.03" CC TOP MI WOOD COMPOSITE u L. 4 x 4 STFFI DOOR HINGE Q 1 -1.54" 1.54" --I SIDEUTE BLANK SIDE STILE I. FINGER JOINTED PONDEROSA PINE .39' RED OAK CAP 0 7.46" --{ CC HINGE SIDE STILE CORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. - DIM. VARIES W /GLASS THK. L 0 0 O SMC Lr1E T n 1 1.375" 4/8-to x t 1/2' PPH PIASCREW 46 Tam IITF FRAMF 4.565" WOOD FRAME 1 19 OUTSWING BUMP FACE Al UMINUM/WOOD THRESHOI n .050' WALL TYP. Approved to compbtq MA the Florida BWdia C .. Due AIL NOAI •)C7[GILilolr Mh I Dade Ir ^ i o co 0 0o 0=1 n u� Er° ono h. Li t000 a o 8 pz 6 z 0 0 z `" ��OUILDING CONSULTANTS INC 813.559.9197 SATO 1 1/6/01 scALE NTS Doc. BY: WLN CM BY: RV/ DRAMS NO.t S -2161 sasr °F _9_ 11+ A 0 ��������yy {{ M {gy r y / , 1 GLIR'r'TT'1 1 9•3 0 1 t, �y '1 LI4... C/ . .r.r.. .u. r ed ! IS' •. ; 6:r,{ . lA .JJJ � - i FIBERGLASS ....to R6. N. II 3 t At, 71 r !6 :. !!, CAI . IA 1 ,, i, l .. ■ G r.. 4 t ...S u . r.: • i.. 5 NOT USED 6 POLYURETHANE FOAM (BASF, 1.9Ibs. DENSITY) FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIPERMM -TRU FOAM 8 REICH COMPRESSION WEATHERSTRIP (THERMA -TRU FOAM 9 LONG HINGE .097" THK. CTHER-TRU STEEL 10 4' PFH WOOD (Hinge to Frame) STEEL 11 110 x 1 LG. WOOD STEEL 12 NOT USED 13 18 x 2 1/2" LG. PF-I WOOD SCREW STEEL 14 NOT USED 15 NOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1/4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK - 19 ONE PIECE BUMP FACE THRESHOLD (THERMA -TRU) ALUM. /WOOD 20 HEADER 4.565' x 1.17" (1HERMA -TRU, PONDEROSA PINE) WOOD 21 NOT USED 22 HINGE JAMB 4.565' x 1.17" (THERM4 -7RU, PONDEROSA PINE) WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR68T (.052" WALL) ALUM. 6060 -T6 25 GLAZING, 1/2" INSULATED TEMPERED GLASS GLASS 26 NOT USED 27 18 x 1" LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIP LITE FRAM (SMC, THERMA -TRU) with yield strength F mfn.)= 6,200 psl SMC 29 K4O r 1.79' PT DREAD SI M, MW1 OR 4.0mo (FOR REM 128) STEEL 30 NOT USED 31 NOT USED 32 1 THK. CELLULAR GLAZING TAPE (STIK -1I TAPE) - 33 1 x 0.04" DIA. WIRE BRADS STEEL .34 3 8" COVE MOLDING WOOD 35 : T JAM: 4.565 x 1.1 044A-TRU, • 0 • •" • • x 36 SIDOJIE SW SUE i1WRM4 -TRU, 1.54' It .67' PONDEROSA Rif WOOD 37 110 x 1 3/4 LG. PFH WOOD SCREW STEEL 38 LATCH ,H118 4365" r 1.17' (IHERIt4 -1RU PONDEROSA PNE) WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 SOBDE TOP & BOTTOM RMl (1}IM4-1M 1.54' r .57' PCINDER0S4 Plf) WOOD 43 18 x 2" LG. PFH WOOD SCREW STEEL 44 3/16" SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 iee 71 T A TCM 47 F1PY4 PPH SCREW FOR ITEM 28 & ice' STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS G • S 49 GLAZING. 3/4 " INSULATED TEMPERED GLASS GLASS 50 X BOTTOM RAt (1.50' x .883' 1}ffRW -TRU MOD CURSE) WOOD COMPOSOE 51 52 3/16' MDR ANCHORING WO, 2.5' MR LG.) STEEL wy DRILL TRU FOR A #8 PFH W00 SCREW 2PLCS ASTRAGAL RETAINER BOLT g MATERIAL C/R ROD ZINC r? & YELLOW CHROMATE WINT)JAMBFR 11 WREST STRIKE PLATE In co 0 CO CN N. (Ni N L'' 1.767" --I WINDJAMBER 11 WR68T 24 ASTRAGAL (ALUMINUM .052" WALL TYP.) DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS RETAINER BOLT 0) rn LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.158" I � 0 .35" ---I COMPRESSION WEATHERSTRIP • BY THERMA -TRU FOAM CELL CORE W/VINYL JACKET o O a0 o = 1\ 2 0 r cr O W o �OO .cc co OD a 0 z ✓ 6 WBUe1ANQ CONSULTANTS, INC 813.659.9197 u, z 0 I■AE: 11/6/01 SOME: Nis oW . er. WLN ce. ar RW oBAwrxs cu S -2161 SNEET 9 or 9 M 1 A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Therma -Tru Corporation 1687 Woodlands Drive Maumee ,OH 43537 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0912.06 EXPIRES: 09/29/2006 1 APPROVED: 11/29/2001 0s0450001 \pc2000\ \templates \notice acceptan MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 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) 372 -6339 Your application for Notice of Acceptance (NOA) of: "Fiber Classic & Smooth Star" Outswing Residential Ins. Fiberglass Door '/ 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. Raul Rodriguez Chief 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. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodeonline.com Therma -Tru Corporation ACCEPTANCE No.: 01- 0912.06 APPROVED: November 29, 2001 EXPIRES: September 29, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00 0928.01, which was issued on October 19, 2000. It renews the approval of a fiberglass outswing door, as described in Section 2 of this N04, 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 "Fiberclassic" & "Smooth Star" Outswing Residential Insulated Fiberglass Door and its components shall be constructed in strict compliance with the following document: Drawing No B0121, Sheets 1 through 3 of 3, titled "titled "6/0 x 6/8 Fiber - Classic Outswing Double Door," prepared by manufacturer., dated 3/27/97 and revised on 3/17/99, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document 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 only, 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 outswing residential insulated fiberglass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of these units will require a hurricane protective 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. Raul Rodriguez, Chief Product Control Division r Therma -Tru Corporation NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3 ACCEPTANCE No.: 01- 0912.06 APPROVED: November 29, 2001 EXPIRES: September 29, 2006 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. fi 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE Raul Rodriguez, Chief Product Control Division 9 8 :0 '7 :6 12 10 9 3 7 6 4 2 CPI* IT 4 S71F.I(E 11111E0 S11i 31 2 12' SI7RES 110 1 2 1/2' SC1 u Efn7 IIFURN EXIIAJEO 11041031 46IULU 60R1(1 CINER AS12 YAFl71D1 4' X 1 ' now -i11 [run SELF-LICAIOG 11011:0 9 ( 1 1 1 .0 0 4 / 4 2 : 1 1 0 174 210 2 12' FINS (2 IO' - E (ENI R 41110121(022 NOB 210 X L (INS IYIKSE2 669 9(RIES 2[10 Ole X011.0(1 201 SERIES 117:K SEI 410(11101011SY0G SILL It/ 021(2 SEN. AS 0EOs OERMk161 (12(9(SSIf0 4(AOfRSIR(P 4 9/26' X 1 1/4' tQ11.ANIS i0 77 8 4 2 1/2' INDAAIE0 CLASS Bill-IN' 2EMf7. .00 (LASS 1111 Slit 10 I/4' AIR PACE IR I /8' 1EM'EREO SI2(1E (1.463 E10 RAILS 1 1/4' X 1 21/16' PIPE SIIIES AS 2E1D' 1'Il'Il0'EOWE F0N1 (MT, MINIM( 1.9 PIT 04S113 .125 2NICK FI(FRQUSS SKIN WI 4 11E3 1 0221.10.041 SL1D( 121214 121101711 0.01121 Da ill: PERMIT IT 111E I 1/9' X I' CELLILAR PSL II IE FRNE 4111110 26 X 1 7/4 101.E W PAN (CNm 311LLIPS 61r10 13111 OF 6A1ERIAl THERMAOTRU CORPORATION Wu ' 6/0 X 0/0 FIBER-CLASS IC 111C0YL 11.111E CO3R 9111: rr 7 APM10v(0 AS COMPLYING '3 221 1H( 5011111 FLORIDA OUILUINC COD( DArf 1 RP.., e-' 1911_ MUGU f coo'oo:. my o url V 0UI10IO0 CCO( COMPLIANCE Off ICI ACCEPIANCI 410 TL 17 T, 1 S 0110610- 1111121 R.F. APPROVED AS COMPLYING WITH ME soulN rt OA 8021010[ CAGE oA _z2 St PSUOUC12ROt 01015:0# 3L CODE COMPLIANCE OFFICE ACCEPfAI C1 no. 00' OZO e�o 51 i/4 W 71.E:2 o- (OfI(i2AT[0'1: XX 96.59`1 PRODUCT RENEWED ACCEPTANCE No. 6 IN 11 .0 6 EXPIRATION DA A.� . 9 100' - gram D nwN BY COMPLIANCE OFFICE APPROVED AS C.0 2PLYING'MTH Tiff SOUFMACRI OqU4ONO CCOE CC sr 1il/a. PROD C01 . 1035510u /YIELDING CCOE COMPLUNIX OfFICE ACCEPTAME NO. CO 0ES1f11 PRESSIRE RATING POSIIIYE 1 2 492 psi NE6A1!VE 1 - 65.6 psf 1'E4 0 ln. ! IF.'(SEO 214 CCC0 112111 1 (10:1*11. 013101(11 S(EE1 2 C 4019(0 1(E40 20. 21. 22. 1 4 [17 X 1-12' flies '1 1 4 211-12 1 I' .0(211wps 2240 1 103(1E IEIF 3.0C '21P . 11101i11'' Y':.2i3 (4:2: 1 -20 2-3-'-19 3-17-99 HEAO/JAME DETAIL (DI SILL/JAMB DETAIL 1 112 _ 1._r="1 - • i- 1 \ ; 1 11 14, 1 .—,- r 1 II / I i \ 1 1.1 1 I I / 1 3/4 MOR THICKTSS TJ 1/15 GLAZING OETAIL 1/0' SION PRODUCT RENEWED szarriNcEnt. 0 IDCPSRATION DA it 4 tab BY 5 5 siq r 12 1 1/4 11111110 CF TAKE', SCREYS 11EN /KIRK TO YA.ICK1 r 5 CONTROL 0 ION A10 CODE COMPLIVICE OFFICE 4 33 30 11111 INSTALLATICT1 4 1 1/4 . I C I Mal) -F. 20. 21. 22. 1/4 MAX APPRCII/CLI AS .7C.: eJ:s zst SCHITHris:c7.3+ 01,11.1".NCL DOGE OijC OC.416/..2. PRCT: HERM CARSON 6UL1DING WOE CCOPtJANCE OFFCE ACCEPTANCE NO. 2,5".0d 27/32 F. rT27-07) APTSZOVE0 AS COMPLYINC SOUTH FLORIDA BUILDING COOS BY raaatic ccr at orps:on 61.111.01X11 CCU: COMEEIRACE OITICI ACCEPrAi:CE no., 111°7 45/13 SECTION 8-8 THERMAO TRU' CORPORA T ION 6/0 X 8/0 fl(ER-CLASSIC OWSWING 011011 0001 C14■11. lar lulip 3 APPROVED AS COMPLYING WITH Tut SOUTH FLORIDA 17111LOIRC coot at,t Mu- 1.___Qyk v_ a2aUg—eit- raoeur co IALTI 01V,5 ON OtIll0 CURL ClAtIVANCI 0111C( 4CC (1' l'Arta 110..1\ , HA lw 0 C 161 111 0303 r t 0 Ij © 03 r4 Ern ENO 03® 03© 03® a 1L 1 � 0 as 9 EJ 0 0 0 00 0303 ®® 00 DU 00 0303 01] nu REV A 0 C OESCRIF'1104 REVISED MG PER OCC0 CpNRnt 01v1SIIN REVISED SFEE( 2 REVISED SIEE( 1 & 2 DO fRODUCT BEAD CONTROL APPROVED AS COMPLYING WITH nu SOUTH FLORIDA BUILDING CODE OAT P"w0000 • R OiY•S:ON . BUILDING COLE COAIPU.NCE OF IC[ ACCEPTANCE NO "OL ox.07 IIAI1: I -20 -99 2-3.99 3-17 -99 PRODUCT RENEWED Acc EnAscE Nl 0 04 11.0 L APPROVED AS COMPLYING VAIN me VC 20 0b0u„ 19 2 M 4„ BUXOM C //ice /��� .- . i O . tits MASON COX COMPLIANCE OF ACCEPTANCE NQ00 0 92801 THERMAOTRU' CORPORATION IIRI: 6/0 X 0/0 FIOER- CLASSIC OOTSYING IXLO.E OQIR ran R: IE: 1 l.AE: fY41U.: pp • Y lf: R.F. 3 -27-91 POE l 1 00121 f C 13 f 3 APPROVED AS COMPLYING WIN nit SOUTH FLORIDA BUILDING CODE OAT NV 19 w OT PR00 OULLUIf1C COOS COMPLIANCE OTTICt ACCEPTANCE UOm_ 0 ' 1 4 MIAMI SHORES VILLAGE cl BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Inspection Date Approved Correction Re- Insp'n Fee (}) Permit No. P 04-107‘ Name N•GZ m Address )007 , ( 91 Company _CS"ZA) Phone # 1S - ' 1 0 kitchen Passed Inspector Comments ` G 6. c, vl. �� /41 i, la G -eil e . 1i1 7 2/ d(' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/20/2006 Inspector: Desharnis, George Owner: GORMAN, ANN Job Address: 1059 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Building Department Comments Monday, September 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 $Ep 2 5 2006 CoL Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132050180230 Lot: Page 1 of 2 8/14/2006 To: Current Owner 1059 NE 98 Street Miami Shores Village, FL 33138- Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -1096 Address:1059 NE 98 Street Miami Shores Village FL33138- Date Expired: 3/7/2005 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel was Administrative Assistant Miami i S ores Village Build Dep. ent Miami 1 0050 NEE.2ad Avenue, M Shores, Florida 33 158 Tel: (3 05) 795.2204 Fax: (305) 756.8972 B UILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Owner's Name (p'ee Simple Titleholder) Owner's Address 14)G Qt City rri !Awl i S k4444 State Tenant/Lessee Name $ Value of Work For this Permit Code Enforcement $ (Continued on opposite side) olk Contractor's Company Name Contractor's Address City State Qualifier Type of Work: ❑Addition ��^^� , ❑Aite: Describe Work: , , t.J�'� 1 Submittal Fee $ Perrnit Fee $ Notary $$ VDt Training/Education Fee $ ( � 0 ❑New Total Fee Now Due $ c • 5 rCIA Building Electrical f plumbing in 1 :�.1 RECEIVED AUK 1 1 2004 Permit No. Master Permit.No. Mechanical Roofing Phone it .a0s ^1N 3 tr Zip 3 1 Sg Phone # Job Address (where the work is being done) /V 5 t" ' r City Miami Shores Village County 1vliawi - Dade Zip Is Building Historically Designated - YES NO Phone # Zip 0% ©SA? * J tf( State Certificate or Registration No, Certificate of Competency No. Architect/Engineer's Naine (if applicable) Phone # ❑ Repair/Replace ❑ Demolition Square Footage Of Work: e es * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Scanning $ � Radon $ Zoning Structural Plan Review. $ CCF $ CO/CC Technology Fee $ f 0 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 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 ' . • reinspection fee will be charged. Signatu {e Ow The foregoing instnlment was ackn by day of NOTARY who is personally known to me or who has produced + + + + +r, NOTARY PUBLIC: Vi Sign: _ fission >r231984 Sign: will � v Q, Tres: .;LA 2007 Print: odFid : �.. _. ..� ; Print Atlantic Bonding Co. Inv My Commission Expires: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature t Contractor ledged befor- this IT The foregoing instnunent was acknowledged before me this ,20_,by who is personally known to me or who has produced As identification and who did take an oath. ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** as identification and who did take an oath. ihIJV 1 6 2004 Plans Examiner Engineer Zoning ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • Proof of ownership provided ( ) _ Was aclitowledged before me this By U,CXUJ` Produced Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT a. CR C9RhivievA being the legal property owner, for the property Located a j O Q I e ( 1 Legally described as - 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 1 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 who 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 day of a /TIC( ) . who is personally known to me or who has as identification •__' o did take an oath. Rte' M 'Comm - ; t7 = • -Q _ Expires: Bonded Tiro Atlantic Bonding Co., Inc. 143' obiterikins & e ddb bno! ••••• •••.. • • • .. •..;;. . • • 52 • -- -- 72 - f- (th ;30 . 12 106 C 1;) DISH. 24 176 130104 • • • •..... • ...... 1 43 • ••.. • • ••• • • • • • • • • • • • • � •. .. . • ••• ••• .. • • • • • •••.. •• ..•••. • • •...•• • • • • • 6"- •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• • • • • • • • • • • • • • • • • • • 2 f • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• r Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/18/2004 Applicant: ANN Owner: GORMAN JOB ADDRESS: 1059 Contractor Local Phone: Parcel # 1132050180230 NE 98 Fees: FEE2004 -8357 FEE2004 -8358 FEE2004 -8359 FEE2004 -8360 FEE2004 -8361 FEE2004 -8362 Description Building Fee CCF Notary Fee Technology Fee Training and Education Fee Scanning Fee Total Fees: Amount $300.00 $6.00 $5.00 $7.50 $2.00 $9.00 $329.50 Total Fees: $329.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/7/2005 Construction Value: $10,000.00 Work: KIT CABINETS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1096 GORMAN ANN ST Contractor's Address: Legal Description: REV PL MIAMI SHORES SEC 8 BY: Page 1 of 1 PB 43 -69 LOT 14 1; 19 PAID BLK 179 LOT NOTICE OF COMMENCEMENT A RECORDED COPY '' MUST / BE EP POSTED ON THE JOB SITE AT TIME / O � F � FIRST INSPECTION PERMIT PERMIT NOM' oY ^ (O ( TAX FOLIO NO. 1 1 32OY 166 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pro er and street/address: e _ (35G NG 1l6 54-. tanrn ► S,)-p2p 2. Description of improvement: V-.11" -. 1 T COO 41E45 3. Owner(s) name and address: Interest in property: different Signat e of Own r Print wner's N Notary Public Print Notary's My commission e 123.01 -52 PAGE 4 8/02 me to and subs 1 'C 4. Contractor's name and address: ()(1) . Arrn 33t 33 Name and address of fee simple titleholder: STATE OF FLOP: 5',, ,0!3;,ily y ; - r. 5. Surety: (Payment bond required by owner from contractor i f an ln a sl { CEr �T`F' f i :n s , r: 5r'g Igjt / j o ff,ce Name and address: Amount of bond $ 6. Lender's name and address: NITNESS my han IARVEY IUVIN, CLE y • .- • e IS a p d) e !atilt]►'YrX) • g AtiftWit. ININKVBIO 11 . s e i res: before me this I`1 day of Commission #DD231984 • Expires: Jul 13, 2007 Bonded 111r', r "''' Atlantic BondlnQCo., Inc. CFN 2004R072921.s DR Bk 22593 Ps 1774; (fps) RECORDED 08/20/2004 09:31:19 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 33/3??' 1a! Sea /. Cartult and Coun 1 111111111111111111 111 11111111111111111 0 1111 7. Persons within the state of Florida designated by Owner upon whom notices • other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Address: 10 S9 D J m 1 S ep r 331373 Prepared by 1►' ` CIOli/24/1 Plumbing Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: PL2004 -234 Printed: 8/16/2004 Applicant: ANN GORMAN Owner: GORMAN ANN JOB ADDRESS: 1059 NE 98 ST Contractor HARRIS PLUMBING & REPAIRS Local Phone: Parcel # 1132050180230 Contractor's Address: 209 WASHINGTON DR Legal Description: REV PL MIAMI SHORES SEC 8 Fees: Description Amount FEE2004 -8258 Building Fee $115.00 FEE2004 -8259 CCF $0.60 FEE2004 -8260 Training and Education Fee $0.20 FEE2004 -8261 Technology Fee $2.88 Total Fees: $118.68 Total Fees: $s1 6 Total Receipt $o110 6?_ ? Permit Status: APPROVED Permit Expiration: 2/7/2005 Construction Value: $400.00 Work: REPLACE KIT SINK Signed: (INSPECTOR) Page 1 of 1 PB 43-69 LOT 14 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: BLK 179 LOT BUILDING PERMIT APPLICATION FBC 2001 Mechanical Roofing Owner's Name (Fee Simple Titleholder) N& l 0 - 96 44.41‘% GO A Phone # 30v 931- j i Owner's Address 1 © °l A) TS r4-t CityliAtiA' c . k‘kluri4.21 State Tenant/Lessee Name Phone # Permit Type (circle): Building Electrical Job Address (where the work is being done) l05 9 ,a 5- City Miami Shores Village Is Building Historically Designated YES NO riC Contractor's Company Name Contracto 's Address $ Value of Work For this Permit Type of Work: ❑Additi Describe Work: Total Fee Now Du $ 6i_ fi (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( .8972 County Miami -Dade Zip 331 3 Zip Permit No aster Permit No. * * * * * * * * * ** * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Alteration Newpair/Replace ❑ Demolition ptqce A) �� State Certificate or Registration No. t TZ. t/• C Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: GO3 . Submittal ittal Fee $ Permit Fee $ /i✓ CCF $ C7 C /CC Notary L Training/Education Fee $ • o� b Technology Fee $ ac Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Chc 05/13/03 Signature Signature Owner or Agent The foregoing instrument was acknowledged before the this The for oing ins meat was acknowledged before me ti 's I day of ,20,by day of 1 { � who is personally known to me or who has produced who is personally known to me or who has produced . CO As identification and who did take an oath. , 20 by Contractor r ((1.5 5101 111•.• ti * *, ** entification and who did take an oath. • omm My Commission Expires: My Comrnissiou: Enpie,, ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * *3r'4 * * * ** Htlantt.' Bon sin * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY // 42 -7.-- 6 1 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2004 -228 Printed: 8/17/2004 Applicant: ANN GORMAN Owner: GORMAN ANN JOB ADDRESS: 1059 NE 98 ST Contractor MEGA ELECTRIC INC Local Phone: (305) 828 -5205 Parcel # 1132050180230 Electrical Permit Contractor's Address: 8560 NW 169 TERR Legal Description: REV PL MIAMI SHORES SEC 8 Page 1 of 1 PB 43 -69 LOT 14 Fees: Description Amount FEE2004 -8287 Building Fee $100.00 FEE2004 -8288 CCF $0.60 FEE2004 -8289 Training and Education Fee $0.20 FEE2004 -8290 Technology Fee $2.50 Total Fees: $103.30 Total Fees: $103.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/7/2005 Construction Value: $500.00 Work: REPLACE 8 OUTLETS IN KIT AND LIGHT FIX Signed: (INSPECTOR) 'AU619 PAID 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: BLK 179 LOT BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) A Owner's Address Cityil/t i 6 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES City 1' Qualifier /4 /+ 41/4" $ Value of Work For this Permit (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 County _____awn-Dade NO Permit No. Master Permit No Zi 3,2 I 4 - Phone # for `? »- Zip 4479/4 Plumbing Mechanical Roofing fitonoit Phone # 37 Zip Contractor's Company Name (yl ��',► Y1G Phone Al5 i r,S Contractor's Address State 7' vs- eisitebov State Certificate or Registration No. e6 Certificate of Competency No. EC + e+''' Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: „Lk of Work: ❑Addition ❑Alteration DNew RepairfReplace 0 Demolition Describe Work: , /. ade dJ'T- ',era Total Fee Now Due $ / OTCA-A * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * Submittal Fee $ Permit Fee $ APO' e a'l CCF $ , , - 6 CO /CC Notary $ Training/Education Fee $ ■ z,,.,p Technology Fee $ , ZO Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 pennit 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. , Tt the absence of sucJ posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before nie this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature, or The foregoing instrument was acknowledged before me this e'-j day of , 206' by , t,rie/ who is personally known to me or who has produced - vc2 L - . as identification and who did take an oath. Sigi Print; •• II • • r.t• NOTARY PUBLI 1 so. (1FF1- My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Marisol Cruz 101 : 112 •I 1-R00-350-5161 ans Examiner Engineer Zoning ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIRJ)ETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTCRS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL 00MtESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION k..9 (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL (Bill To I None None Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 08/22/2006 Re- Inspection Fee Tuesday, August 22, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -8 -06 -25975 Invoice Date: August 22, 2006 Permit Number: EL2004 -228 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 08/22/2006 Credit Card $75.00 $0.00 Total Paid: $75.00 , Total Due: $0.00 1 DECK Passed Inspector Comments —C Ly........ De C (%*) i q 4 I, , X Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Contractor: section Date: 09/20/2006 .Iispector: Desharnis, George Owner: GORMAN, ANN Job Address: 1059 98 Street NE Project: <NONE> Miami Shores Village, FL Building Department Comments Monday, September 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 21 2006 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132050180230 Lot: Page 1 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 4 305- 795 -2204 �� Building Inspection Request Date /M) Type Insp' n WOOD FC )b ne Permit No. 6 e nt-1 • Name vC/( n' Address 1 V Sci N ( I U+ Company Ou✓ne - Phone # Inspection Date $)Z. Correction Re- Insp'n Fee Bill To I ANN GORMAN 1059 NE 98 ST MIAMI SHORES, FL 33138 -2505 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 09/18/2006 RENEWAL Monday, September 18, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -9 -06 -26182 Invoice Date: September 18, 2006 Permit Number: BP2004 -874 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 , Payments Date Pay Type Check Number Amount Paid Change 09/18/2006 Check 3880 $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 I Miami Shores Village 8/10/2006 To: Current Owner 1059 NE 98 Street Miami Shores Village, FL 33138- Dear Sir or Madam Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -874 Address:1059 NE 98 Street Miami Shores Village FL33138- Date Expired: 2/22/2005 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Bonding Company's Name (if applicable) Bonding Company's Address City State Zip _ a 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 regal 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 epm pliance 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app'''" ,, and a reinspection fee will be charged. The egoing instrument was day of � 2(� > •Y IL. A..•z who is personally known to me or who has produced. who is personailyknown to nie or who has produced Al it}entificat on and who did take an oath, as identification and who did take NOTARY PUBLIC: Sign: Print: NOTARY Sign: Print: r .0 1 P AY Conwitiosinn nni vv My Commission Expires: 4 E,Pre$ 15, 2005 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 05/13/03 • • My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by Engineer /r / ********** * * * * * * * * * * * * * * * * * * * *** * * * * * * * ** 4 /21/00- , f `�, Plans Examiner Zoning BUILDIN PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES c $ Value of Work For this Permit 1 o OU Type of Work: Describe Work: C4 R0 11.1 tl : .v.li --k$? Submittal Fee $ 2_ 130, Scanning $ 3 — Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) (M t CJ✓� (/l1 Phone # Or - 7 S .. 31 Z A Owner's Address ) f) cc! I'lJ (G 9 ' S City t 1/ l S( N State ._ Zip 3 7 ' 3 6 County Miami -Dade Zip NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. gineer's Name (if applicable) °M k" (- A -ke p Phone # - 7S 1 -1‘ Z / DAddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition µ/is' (1 S W o o 0 0 rf-CAA. Pry R/t:571 -rv. p Z 3 z of 5c 1C co4'hi I 'led 'P a * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MO Notary $5,. 0 Training/Education Fee $ Permit Fee $ Zoning Structural Plan Review. $ S� Master Permit No. Phone # CCF$ ( 4.0 Technology Fee $ • Permit No. j P 0 q - r Roofing Square Footage Of Work: c00 S_F CO /CC Bond $ Miami Shores Village / 1 (( Building Department BUILDING CRITIQUE SHEET Pnr D i/ t'L- nu-r� - ►3 -S pr a, Pc,/4-■L 10050 N.E.2nd Avenu Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,p 04- (61.-N. Job Name PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to comnpliance with aft Federal, Sta County. Village rules and reputations. Village tssua no 're :ponslbility for accuracy oflor resutts ft these plans. 2. This copy of plans must be available building site or no Inspection wlti be conduct CRITIQUE SHEET JOB ADDRESS APPLICANT PHONE # ec APPUCAT1ON SHEET . OF MISCELLANEOUS • DATE ZONING COMMENTS PO GU (fir (1A- P 7 •,H.a 2 d ' (I) Dec - A e eet � ' &act 4. sbdWb i ()) ).J\ /c fek - c,i( ow -4444istapie 6 W PLApa INITIALS CRITIQUE SHEET JOB ADDRESS APPLICANT PHONE # ec APPUCAT1ON SHEET . OF MISCELLANEOUS • DATE ZONING COMMENTS PO GU (fir (1A- P 7 •,H.a 2 d ' (I) Dec - A e eet � ' &act 4. sbdWb i ()) ).J\ /c fek - c,i( ow -4444istapie 6 W PLApa INITIALS Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/19/2004 Applicant: ANN GORMAN Owner: GORMAN ANN JOB ADDRESS: 1059 NE 98 ST Contractor Local Phone: Parcel # 1132050180230 Building Permit Permit Number: BP2004 -874 Contractor's Address: Legal Description: REV PL MIAMI SHORES SEC 8 Fees: Description Amount FEE2004 -7149 Building Fee $100.00 FEE2004 -7150 CCF $0.60 FEE2004 -7151 Notary Fee $5.00 FEE2004 -7152 Training and Education Fee $0.20 FEE2004 -7153 Technology Fee $2.50 FEE2004 -7154 Scanning Fee $3.00 Total Fees: $111.30 Total Fees: $111 Total Receipts $0.00 1,30 0 _ 0- Permit Status: APPROVED Permit Expiration: 12/21/2004 Construction Value: $1,000.00 Work: RAISED WOOD DECK AT REAR OF PROPERTY Signed: (INSPECTOR) Page 1 of 1 PB 43 -69 LOT 14 ' JUL 2 2 PAID 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: BLK 179 LOT