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BP-05-1437Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122320280150 Project: <NONE> Block: Lot: Contractor. HOME OWNER Buildina Department Cnmmentie ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH • MAY 2 9 2007 Inspector Comments Passed Footers and column pads at front porch area, including column pads on west side of house. Pending revisions of structural drawings showing as built conditions of footer and columns. 5129/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, May 29, 2007 Page 1 of 2 C_ ,, OF1 Inspection Date: 07/16/2007 Inspector: Dacquisto, David Owner: RESPONDEK, CAROL Job Address: 1162 105 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Denartment COmn1P_ntc Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number Lot: 1122320280150 ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Passed Inspector Comments / �.. r �s ti c'�' S �� ►'� Failed Correction Needed Re- Inspection Fee ($73) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 13, 2007 Page 1 of 2 -s GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. TO - ALLAN & CAROL RESF PROPS?7YADDf%E S FOLIO No. 11- 2232 -028• 1162 N.E. 105th STREET MIAMI SHORES, FLORIDA PERMIT_#:3R_Qw* Miami Shores Village = DENOTES AIR CONDITIONING UNIT A/PNOVED BY DATE ZONING DEPT (R) /-114/16 IF58G DEPT = DENOTES RIGHT -OF -WAY WLwM_ i J.1.X_kECT TO COMPLIANC TH ALL ED 'TL AND COUNTY RU S AND REGULATIONS ABBREVIATIONS AND LE 00: A/C = DENOTES AIR CONDITIONING UNIT C.B.S. = DENOTES CONCRETE BLOCK STUCCO (M) = DENOTES MEASURE (R) = DENO7ES RECORD = DENOTES RIGHT -OF -WAY VW = DENOTES CENTERLINE WM = DENOTES WATER METER WPP = DENOTES WOOD POWER POLE P.B. = DENO7ES PLAT BOOK PG. = DENOTES PAGE - -'� = DENOTES CHAIN LINK FENCE -Of -0- = DENOTES OVERHEAD WIRE z 0•00 = DENOTES EXIS71NG ELEVA77ON CLF = DENOTES CHAIN LINK FENCE MAP OF SURVEY FOUND IRON PIPE (NO 1D.) 1 Ct7D WEST 67.00' OF LOT 15BLOCK 1 (P.B. 47 -PG. 58) I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY WAS PREPARED DER MY DIRECT SUPERVISION AND THAT IT IS IRU- ND CORRECT TD THE EST OF MY KNOWLEDGE AND BELIEF _ - 01 EDUARDO M. SUAREZ, P.S.M. PROFESSIONAL SURVEYOR AND MAP ER No.6313, STATE OF FLORIDA NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADD177ONS OR DELE77ONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WTHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. WALL -\/ 0.21' NORTH 0.28' WEST CLF & WA 0.30' EAS PROPOSED COW UNS TYPICAL (12- SET IRON PIPE CAP No. 6313• �Ia BISCAYM CANAL (P.B. 47 -PG. 58) JULl 3X007 !J 0 0 N C.B.S. WALL 1.10' SOUTH L_ FOUND IRON PIPE (NO 1D.) EAST 7' OF LOT 17 CLF 1.00' WEST LOCH T /ON MAP NOT TO SCALE WEST 7' OF LOT 17 AND ALL OF LOT 16 AND THE EAST 8' OF LOT 15 IN BLOCK 1 OF "MIAMI SHORES ESTATES" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47, AT PAGE 58, OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. SURVEYOR'S NOTE& OWNERSHIP IS SUBJECT TO OPINION OF TITLE. LEGAL DESCRIP77ON PROVIDED BY CLIENT. OWNERSHIP OF FENCES WAS NOT DETERMINED. EAST 95.75' OF EXAM/NA 77ON OF THE ABSTRACT OF 77 I LE WILL HAVE TO BE MADE TO LOT 17BLOCK 1 DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. .B. 47 -PG. 58 77-IERE MAY BE ADD177ONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. BEARINGS AND NORTH ARROW DIRECTION SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN OF EAST, ALONG THE CEN7ERLINE N.E. 105th STREET. SET IRON PIPE CAP No. 6313 ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VER77CAL DATUM OF 1929, AND A BENCH MARK SUPPLIED BY THE ENGINEERING DEPARTMENT OF MIAMI -DADE COUNTY, FLORIDA. BENCH MARK= B -26 -RA ELEVATION= 17.24 FLOOD ZONE: AE COMMUNITY- 120652 PANEL: 093 DA 7E OF FIRM. JUL Y 17, 1995 SUFFIX. ✓ ELEVATION. ION. 8.0 THIS BOUNDARY SURVEY WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FOR77-1 BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS PURSUANT TO SEC77ON 472.027 FLORIDA STATUTES AND TO CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRA77ON CODE. FIELD DATES OF SURVEY 01- 05 -06, 06 -22 -07 .... ....:. • WEST 7' OF LOT 17 AND ALL OF LOT 16 AND THE EAST 8' OF LOT 15 IN BLOCK 1 OF "MIAMI SHORES ESTATES" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47, AT PAGE 58, OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. SURVEYOR'S NOTE& OWNERSHIP IS SUBJECT TO OPINION OF TITLE. LEGAL DESCRIP77ON PROVIDED BY CLIENT. OWNERSHIP OF FENCES WAS NOT DETERMINED. EAST 95.75' OF EXAM/NA 77ON OF THE ABSTRACT OF 77 I LE WILL HAVE TO BE MADE TO LOT 17BLOCK 1 DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. .B. 47 -PG. 58 77-IERE MAY BE ADD177ONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. BEARINGS AND NORTH ARROW DIRECTION SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN OF EAST, ALONG THE CEN7ERLINE N.E. 105th STREET. SET IRON PIPE CAP No. 6313 ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VER77CAL DATUM OF 1929, AND A BENCH MARK SUPPLIED BY THE ENGINEERING DEPARTMENT OF MIAMI -DADE COUNTY, FLORIDA. BENCH MARK= B -26 -RA ELEVATION= 17.24 FLOOD ZONE: AE COMMUNITY- 120652 PANEL: 093 DA 7E OF FIRM. JUL Y 17, 1995 SUFFIX. ✓ ELEVATION. ION. 8.0 THIS BOUNDARY SURVEY WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FOR77-1 BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS PURSUANT TO SEC77ON 472.027 FLORIDA STATUTES AND TO CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRA77ON CODE. FIELD DATES OF SURVEY 01- 05 -06, 06 -22 -07 Inspection Date: 07/16/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: RESPONDEK, CAROL Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Denartment Cnmmentc Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition Block: Phone Number Parcel Number Lot: 1122320280150 ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Passed Inspector Comments 3 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 13, 2007 Page 1 of 2 Inspection Date: 07/16/2007 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162 105 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Phone Number Parcel Number 1122320280150 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildino Denartment Comments ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 13, 2007 Page 1 of 2 ORES Inspection Worksheet 0"M Miami Shores Village .0ta IS--Z.. 10050 N.E. 2nd Avenue Miami Shores, FL oii `FM o �x� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0712512007 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER wamg uepartment comments ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments my Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Block: Phone Number Parcel Number 1122320280150 Lot: JUL 2 5 W Tuesday, July 24, 2007 Page 1 of 2 . 1 nspectian Number: IN P'- i$+' Pertnit.Numb€�r: B�P�± der- �";'.4�7 Inspection Date: 07/25/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Bond Beam Owner: RESPONDEK, CAROL Work Classification: Addition Job Address: 1162105 Street NE Miami Shores Village, FL 33138 - Phone Number Project: <NONE> 1".] rem 5 Contractor: HOME OWNER Buildina Denartment Comments Parcel Number 1122320280150 Lot: ADDITION OF 1 BEDROOM & BATHROOM ABOVE Inspection Worksheet 111 11�� 1 � 8/ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL F4ORiDP Phone: (305)795 -2204 Fax: (305)756 -8972 nspectian Number: IN P'- i$+' Pertnit.Numb€�r: B�P�± der- �";'.4�7 Inspection Date: 07/25/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Bond Beam Owner: RESPONDEK, CAROL Work Classification: Addition Job Address: 1162105 Street NE Miami Shores Village, FL 33138 - Phone Number Project: <NONE> 1".] rem 5 Contractor: HOME OWNER Buildina Denartment Comments Parcel Number 1122320280150 Lot: ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH JUL 2 5 2007 Inspector Comments Passed my CREATED AS REINSPECTION rL C%Z S� FOR INSP -2255. F ailed a Correction Needed a Re- Inspection Fee / ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 24, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL a Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1211212007 Inspector. Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Deoarltment Comments Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Block: Phone Number Parcel Number Lot: 1122320280150 ADDITION OF 1 BEDROOM & BATHROOM ABOVE s EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH DEC 12 2007 DPI Inspector Comments Passed V SECOND FLOOR cc Failed E1_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 11, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 0o d� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/12/2007 Inspector. Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor. HOME OWNER Buildina Department Comments Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number Parcel Number 1122320280150 Block: Lot: ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH DEC 1 200 Inspector Comments Passed SECOND FLOOR cc Failed Correction Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Tuesday, December 11, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0710212008 Inspector: Rodriguez, Jorge Owner: RESPONDEK, CAROL Job Address: 1162 105 Street NIIE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Residential Construction Inspection Type: Floor Sheathing Work Classification: Addition Phone Number Parcel Number 1122320280150 Block: Lot: ADDITION OF 1 BEDROOM $ BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Inspector Comments Passed cc - y Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 1, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 zv 2s SIN Inspection Date: 07/02/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Floor Trusses Owner: RESPONDEK, CAROL Work Classification: Addition Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122320280150 Project: <NONE> Block: Lot: Contractor. HOME OWNER Building Department Comments ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Inspector Comments Passed ,� cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Tuesday, July 1, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 W Inspection Date: 0710212008 Permit Type: Residential Construction Inspector. Rodriguez, Jorge Inspection Type: Roof Trusses Owner: RESPONDEK, CAROL Work Classification: Addition Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122320280160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina Denartment Comments ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 112 BATH Inspector Comments Passed cc Failed E] Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Tuesday, July 1, 2008 Page 2 of 2 Inspection Worksheet f Miami Shores Village fir_ T(f 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/20/2008 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162 105 $treet NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Block: Phone Number Parcel Number 1122320280150 Lot: ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH nspector Comments Passed 1st floor slab Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, May 19, 2008 Page 1 of 2 Certificate of Completion Miami- Shores Village 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. BP2005 -1437 Owner ALLAN $ CAROL RESPONDEK Contractor HOME OWNER Subdivislon/Project NONE Date Issued 05/0812014 Occupancy Construction Type V_B Load R-3 Square Footage 1282 O pe pancy SINGLE FAMILY HOME Description of 2ND STORY ADDITION AND Applicable Work GARAGE CONVERSION Code 2001 FLORIDA BUILDING Location 1162 NE 105 ST Miami Shores FL 33138 .r■ Hf Building Officials Approval Ismael raryo, gad Not Transferable 3 �r.OB°RiDp POST IN A CONSPICUOUS PLACE NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTIONRECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS-.-",, THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 OUVO NO a3lV310NI SV 9NI)13V8 ONIUMOD 3ALL031OUd HIM ONIalU18 d0 3OVd NO H3N31SVd HUM dVld N33nOSIA 30031 3ALLO31OUd .ex.& ---tea J 1 lip 'NIW T - �- �;m raa +s G a ,..rmi MR -�— At 11Wa3d '08 ONISOV8 A& x u3t 'NIW 3adW 38 11IM N01103dSNI ON HO SaOH13W ONIM0110:1 3H1=10 3NO AS SOP 3H1=101N0E1=l 3H1 NO 03"IdSla 38 -1Sf1W aad0 lIWU3d SIHl I- - -- - - - - - - -__ DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT # DATE 218 ADDRESS _ CONTRACTOR ta, PERMIT TYPE 2.sro-v. / a &IO "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Notional Flood Insurance Program Al ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1162 NE 10e Street City Miami Shores State FL ZIP Code 33138 OMB No. 1660-0008 Expiration Date: ate: July 31, 2015 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) West 7' of lot 17 and all of Lot 16 and the East 8' of Lot 15 in Block 1 of "MIAMI SHORES ESTATES" according to the plat thereof as recorded in Plat Book 47, at Page 58, of the Public Records of Miami -Dade County, Florida. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: LaL 25 °52'18.50" N Long. 80 °10'26.50" W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or encosure(s) NIA sq It a) Square footage of attached garage NIA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade NIA within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Village of Miami Shores & 120652 Miami -Dade FL 33138 B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone ® feet ❑ meters I Effective/Revised Date I Zone(s) AO, use base flood depth) 12086CO306 L 09 -11 -09 09 -11 -09 AE 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: //A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings• ❑ Building Under Construction` ® Finished Construction •A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations -Zones Al -430, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARIAE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B -26-RA Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 D Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the Infomration on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ® Check here If attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name Eduardo M. Suarez License Number LS 6313 Title President Company Name Longitude Surveyors, LLC. Address 32fW 79 Ave Suit 1 601 City Doral State FL ZIP Code 33166 Signature 11 P fd d, 1 / Ig i,, Date 03 -28-14 Telephone (305)463-0912 Signature: FEMA Form 086 -0-33 (7/12) 1 See reverse side for continuation. Replaces all previous editions. Check the measurement used. 7.49 ® feet ❑ meters 8.07 ® feet ❑ meters ILA ® feet ❑ meters WA ® feet ❑ meters 7.10 ® feet ❑ meters 5_5 ® feet ❑ meters 1_6 ® feet ❑ meters 7.00 ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the Infomration on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ® Check here If attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name Eduardo M. Suarez License Number LS 6313 Title President Company Name Longitude Surveyors, LLC. Address 32fW 79 Ave Suit 1 601 City Doral State FL ZIP Code 33166 Signature 11 P fd d, 1 / Ig i,, Date 03 -28-14 Telephone (305)463-0912 Signature: FEMA Form 086 -0-33 (7/12) 1 See reverse side for continuation. Replaces all previous editions. e P ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding Information from Section A. F6R"iNSURAN E OMPAN`f' E Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. PoBoy.N�r; 1162 NE 105"' Street Al City Miami Shores State FL ZIP Code 33138 Gornv f�iAfC`Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB# 14150 Geographic coordinates as shown in A5 were taken with a GPS Reciever. C2e) Refers to equipment servicing the building is an Air Conditioning Unit. Highest Crown of Road = 5.68 ft. C2b) is the elevation of the new two story addition_ Signature Date 03 -28-14 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E145. If the Certificate is Intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8-G 10. In Puerto Rice only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certfy elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community- issued BFE) or Zone AO. G3. ❑ The following information (items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086 -0-33 (7/12) Replaces all previous editions. iIii ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR 1NSllRANCF,COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number: 1162 NE 105`' Street City Miami Shores State FL ZIP Code 33138 Company,NAtC Number: - If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. xf FEMA Form 086 -0-33 (7/12) Replaces all previous editions. Parcel Owner Report Parcel Number: 1122320280150 Owner Information CAROL RESPONDEK Phone: ALLAN RESPONDEK Phone: Related Permits Demolition Driveways /Sidewalks /Slabs Electrical - Residential Imported Permit Imported Permit Mechanical - Residential Paint Plumbing - Residential Plumbing - Residential Residential Construction Roof Roof 1162 NE 105 Street Miami Shores FL 33138 -2108 Tax ID: 1122320280150 Current Owner: Yes Current Owner: Yes Permit Number Application Date Expiration Date Status DEMO -9 -06 -2280 09/06/2006 01/01/2999 CLOSED DS -9 -11 -1768 09/27/2011 01/01/2999 CLOSED EL -8 -06 -2152 09/30/2005 01/01/2999 CLOSED BP2003 -643 04/22/2003 01/01/2999 CANCELLED EL2002 -196 06/17/2002 06/21/2003 EXPIRED MC -9 -06 -2406 09/25/2006 01/01/2999 CLOSED PT -9 -08 -1715 09/22/2008 01/01/2999 CLOSED PL -6 -11 -1185 06/30/2011 01/01/2999 CLOSED PL -12 -06 -3047 09/30/2005 01/01/2999 CLOSED BP2005 -1437 09/30/2005 01/01/2999 CLOSED RF -10 -06 -2472 09/30/2005 01/01/2999 CLOSED RF -9 -06 -2278 09/30/2005 01/01/2999 CLOSED Related Code Cases Case Number Case Status Case Date Compliance Date Ordinance Violation CASE -2 -10 -6767 Case Closed 02/17/2010 3/19/2010 Thursday, May 1, 2014 Page 1 of 1 1162 NE 1051 Street Miami Shores, FL 33138 24 April 2014 Mr. Ismael Naranjo, BO Building Director Miami Shores Village Re: Respondek CO Dear Mr. Naranjo; Attached please find all of the documents we understand are necessary for the CO to be issued for our garage conversion: 1. Building permit card; 2. (2) copies of signed & sealed survey, as built; 3. Elevation certificate, signed & sealed; 4. Certificate of Soil Treatment; 5. Health Department Approval inspection tag, original; 6. Final certification letter from Architect/Engineer, signed & sealed; 7. Email from Miami Dade County stating that they do not issue CO's for Miami Shores. Please let me know if you have any questions. Thank you for your assistance. Best, Carol Eannace Respondek H 305 893.6874 ollaborationl ellsouth.net SURVEYOR'S REPORT: SURVEY DATE: The date of completion of original field Survey was on March 28, 2014. LEGAL DESCRIPTION: West 7 feet of Lot 17 and all of Lot 16 and the East 8 feet of Lot 15 in Block 1 of "MIAMI SHORES ESTATES" According to the Plat thereof as Recorded in Plat Book 47, at Page 58, of the Public Records of Miami -Dade County, Florida. Containing 13,500 sq. ft., more or less, by calculations. Property Address: 1162 NE 105 Street Miami Shores, Florida 33138 Folio No.: 11- 2292 -028-0150 ACCURACY: The accuracy obtained by field measurement methods and office calculations of closed geometric figures meets and exceeds the Minimum Technical Standards requirement for Suburban Area (Linear: 1 foot in 7,500 feet) as defined in Rule 5J -17 -05 of the Florida Administrative Code. Elevations of well identified features as depicted on the Survey Map were measured to an estimated vertical position accuracy of 1 /100 of a foot on hard surfaces and 1 /10 of a foot on ground surfaces. Well Identified features as depicted on the Survey Map were measured to an estimated horizontal position accuracy of I/ 10 of a foot. This Map of Survey is intended to be displayed at a scale of One inch equals Thirty feet or smaller. PERTINENT INFORMATION USED FOR SURVEY: North arrow direction is based on an assumed Meridian. Bearings shown hereon are based on the centerline of NE 105th Street with an assumed bearing of East, said line to be considered a well established and monumented One. This property appears to be located in Flood Zone "AE" with the Base Flood Elevation being 8.0, as per Federal A Emergency Management Agency (FEMA) Community Panel Number 12086 (Village of Miami Shores), f Map No. 306, Suffix L, Map Revised Date: September 11, m 2009. 'r All elevations shown hereon are based on the National Geodetic Vertical Datum of 1929, and a Benchmark m supplied by the Public Works Department of Miami -Dade County, Florida. Benchmark: B -26-RA Elevation: + 17.23 (N.G.V.D. 29) Located at the NE 105th Street (Biscayne Canal) - Bridge v over Canal. 9 Warranty Deed, recorded on August 2, 1991 in Official Records Book 15215 at Page 413, of the Public Records of t Miami -Dade County, Florida.) illLegal Description was furnished by client. M RESTRICTIONS: Since no other information were fumished other than that is cited under pertinent information, the Client is hereby i advised that there may be legal restrictions on the Subject Property that are not shown on the Survey Map that may be found in the Public Records of Miami --Dade County. frf The Surveyor makes no representation as to ownership or possession of the Subject Property by any entity or individual that may appear on the Public Records of this County. No excavation or determination was made as to how the g Subject Property is served by utilities. ,sn No improvements were located, other than those shown. No underground foundations, improvements and /or utilities were located or shown hereon. a PURPOSE OF SURVEY: The purpose of this survey is for a certificate of occupancy. CUENT INFORMATION: This Boundary Survey was prepared at the insistence of and certified to: Allan and Carol Respondek JOB NO.: 14150 DRAWN BY: CA FIELD BOOK EFB SHEET 1 OF 1 T N=_W= �J • 15 30 • LEGEND: C.B.S. - CONCRETE BLOCK STUCCO (J - CENTERLINE (M) = MEASURED VALUE (R) - RECORD VALUE P.B. = PLAT BOOK PG. = PAGE AC = AIR CONDITIONING UNIT C.L.F. = CHAIN LINK FENCE = CHAIN LINK FENCE WM = WATER METER - -- - WATER METER R/W = RIGHT -OF -WAY MAP OF BOUNDARY SURVEY EAST 7. FOUND IRON PIPE (NO ID.)� REMAINDER OF LOT 15 BLOCK 1 (P.B. 47 - PG. 58) WALLti 0.2' NORTH 0.3' WEST CLF & WAL 0.3' EAST 06 z cdi O 0 F- !n � w 0 WWF- F J �J EAST 8' OF LOT ' SET %" IRON PIPE CAP LB 7335 Nt 013 BISCAYNE CANAL (P.B. 47 - PG. 58) NM9 � —our L^ FOUND IRON PIPE (NO ID.) I 17.a WEST 7' (jI OF LOT 17 _I I CLF -I- II 1.0' WEST REMAINDER OF LOT 17 BLOCK 1 (P.B. 47 - PG. 58) SET %7 IRON PIPE CAP LB 7335 C.B.S. WALL 1.0' SOUTH SECTION IS - TOWNSHIP SS SOUTH - RANGE 40 EAST LYING AND BEING IN THE CITY OF PINECREST, FLORIDA LOCATION MAP (NOT TO SCALE) L9,' NGITUDE S U R V E Y O R S 3900 N.W. 79TH AVENUE, SUITE 601 DORAL, FLORIDA 33166 PHONE:(305)463 -0912 FAX000513 -5680 WWW.LONGITUDESURVEYORS.COM I hereby certify: That this "Boundary Survey" and the Survey Map resulting therefrom was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said "Boundary Survey" meets the intent of the applicable provisions of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 5J- 17.051 through 5J- 17.052 of the Florida Administrative Code and its implementing law, Chapter 472.027 of the Florida Statutes. LONGTUDE SURVE.Y012S, LLD', a Florida Limited Liabirrty Compa -iy Florida Certificate of Authorzat'on Number LB7335 A By: Jfiwk Eduardo M. Suarez, PSK Sign ure_ at Registered Surveyor and Mappe LS 3 State of Florida NOTICE: Not va{id without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Survey Maps by other than the signing party are prohibited without the written consent of the signing party. Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC)1816.1.7) Guarantee Floridian Pest Control. (1800 -644 -9995) Address of Treatment or Lot /Block of Treatment 1162 NE 105 Street. Miami. Fl 33138 Method of Termite Prevention Treatment — SOIL BARRIER TREATMENT PERFORMED The Wing has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws es Id by the Florida Department of Agriculture and Consumer Services. Signature wwmguaranfeepest coin - . ALL PRO SEPTIC & SEWER, INC. PLUMBING SERVICE State Licensed & Insured CFC 1427464 CFC- 022602 SR- 0991332 SA- 0990932 2700 NW 27T" AVENUE Miami, FL 33142 Dade: (305) 635 -3002 * (305) 324 -9005 * Fax: (305) 635 -7473 Broward: (954) 583 -5837 FINAL RELEASE OF LIEN The undersigned lienor, for and in consideration of the payment in the amount of $ 14,441.00 hereby waives and releases its lien and right to claim a claim of lien for labor, service or materials on improvements invoiced by All Pro Plumbing Septic and Sewer, Inc for the amount of this payment on the property owned by Alan Respondek to the following described property: 1162 NE 105 Street Miami, Florida 33138 Dated. l All Pro Septic and Sewer, Inc 2700 NW 27th Ave Miami, Fl 33142 By: 7�1� ± — STATE OF FLORIDA County of Dade ' I worn and i"d befe�e me thiJ of, ^� 2011 by c0 0t CL, who is of All Pro Septic and Selmer, Inc. / I /) 1-\ V Notary Signature Notary .•t'P,, ''�+•rr,,,� +° IRENIA GUTIERREZ i Notary Public - State of Florida MY omm] C ssrort Expires Feb 22,201, Commission 0 DD 760394 DIVISION OF Oe> Environmental Health Florida Department of Health Miami -Dade County Health Department �� OSTDS /Well Division O`�O 11805 SW 26 St. • Miami, FL 33175 Inspector � � - -� .� Date Address l /�%. 1'O S QSTDS # A �' 3 S / y Comments: Signature N Page 1 of 1 Carol Eannace From: "Romito, Donna (RERr <DMR @miamidade.gov> To: "'Carol Eannace" <collaborationl @bellsouth.net> Sent: Thursday, February 27, 201411:28 AM Subject: RE: Certificate of use If the property is located in the City of Miami Shores you need to contact there Building Department for the Certificate of Occupancy we only handle the unincorporated area of Miami Dade County. Visit their website at http : / /www.miamishoresvillage.com /village- department /building- department ?secid= 2 &sid =47 Thank you Donna Donna M. Romito, Information Permit Support Division Director Miami -Dade County Department of Regulatory and Economic Resources Permitting and Inspection Center 11805 SW 26 Street Miami, Florida 33175 -2474 786- 315 -2335 www.miamidade.gov /development "Delivering Excellence Every Day" From: Carol Eannace [ malito :collaboraboni@bellsouth.net] Sent: Thursday, February 27, 2014 10:56 AM To: Romito, Donna (RER) Subject: CerUficate of use Hi Donna, Good morning. We've just finished an addition to our home in Miami Shores, and I'd like to get the Certificate of Use. I tried your on -line portal, but it's not accepting my permit number. Can you help me to address this issue to the right person or department? My permit number is "BP05- 1437 0. Thank youl Carol Eannace Respondek h 305 893.6874 collaboration 1( a�bellsouth.net 2/27/2014 JOSE A. MARTINEZ, P.E. CPAL STRUCTURAL ENGINEERS March 20, 2014 Miami Shores Village Building and Zoning Department 10050 NE 2 d Ave. Miami Shores, Florida Re: Project name: Alan Respondek Project located at: 1162 NE 105 St., Miami Shores, Fl Master Permit # BP 05- 1437 To whom it may concern: Please be advised that I have performed a visual inspection at the moment of installation of the trusses. The trusses were installed under our supervision in accordance to the FBC 2044 Code. The work as done is in compliance with the requirements under the FBC 2004. Should you have any further questions regarding this matter please do not hesitate to contact me Smcerel ose A. Martinez, P.E. LIC. #:PE- 031509 24 EAST 5TH STREET, HLAT RAK FLORIDA 33010 TEL: 305- 887 -4417 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST uilding permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. �vl rt ifcate of Insulation. ertificate of Soil Treatment (Final treatment - original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Aoil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) A rpackflow preventor certificate (Required on commercial projects only) ❑ Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 SURVEYOR'S REPORT: SURVEY DATE: The date of completion of original field Survey was on March 28, 2014. LEGAL DESCRIPTION: West 7 feet of Lot 17 and all of Lot 16 and the East 8 feet of Lot 15 in Block 1 of "MIAMI SHORES ESTATES" According to the Plat thereof as Recorded in Plat Book 47, at Page 58, of the Public Records of Miami -Dade County, Florida. Containing 13,500 sq. ft., more or less, by calculations. Property Address: 1162 NE 105 Street Miami Shores, Florida 33138 Folio No.: 11- 2292-028-0150 ACCURACY: The accuracy obtained by field measurement methods and office calculations of closed geomefic figures meets and exceeds the Minimum Technical Standards requirement for Suburban Area (Linear. 1 foot in 7,500 feet) as defined in Rule 5J -17-05 of the Florida Administrative Code. Elevations of well identified features as depicted on the Survey Map were measured to an estimated vertical position accuracy of 1 /100 of a foot on hard surfaces and 1 /10 of a foot on ground surfaces. Well identified features as depicted on the Survey Map were measured to an estimated horizontal position accuracy of I/ 10 of a foot. This Map of Survey is intended to be displayed at a scale of One inch equals Thirty feet or smaller. PERTINENT INFORMATION USED FOR SURVEY: North arrow direction is based on an assumed Meridian. Bearings shown hereon are based on the centerline of NE 105th Street with an assumed bearing of East, said One to be considered a well established and monumented One. This property appears to be located in Flood Zone "AE" with the Base Flood Elevation being 8.0, as per Federal Emergency Management Agency FEMA) Community -Panel Number 12086 (Village of Miami Shores), Map No. 306, Suffix L, Map Revised Date: September 11, as 2009. All elevations shown hereon are based on the National Geodetic Vertical Datum of 1929, and a Benchmark m supplied by the Public Works Department of Miami -Dade County, Florida. Benchmark: B -26-RA Elevation: + 17,23 (N.G.V.D. 29) Located at the NE 105th Street (Biscayne Canal) - Bridge ,R over Canal. ,a :9 (Warranty Deed, recorded on August 2, 1991 in Official Records Book 15215 at Page 413, of the Public Records of t Miami -Dade County, Florida.) Legal Description was furnished by client. RESTRICTIONS: Since no other information were fumished other than that is cited under pertinent information, the Crient is hereby i advised that there may be legal restrictions on the Subject Property that are not shown on the Survey Map that may be found in the Public Records of Miami -Dade County. The Surveyor makes no representation as to ownership or that session of the Subject Property by any entity or individual y appear on the Pubric Records of this County. No excavation or determination was made as to how the + Subject Property is served by utilities. r No improvements were located, other than those shown. No underground foundations, improvements and /or utilities were located or shown hereon. ;r PURPOSE OF SURVEY: Z The purpose of this survey is for a certificate of occupancy. CLIENT INFORMATION: This Boundary Survey was prepared at the insistence of and certified to: J Allan and Carol Respondek JOB NO.: 14150 DRAWN BY: CA FIELD BOOK: EFB SHEET 1 OF 1 S 15 30 SCALE III =30' E LEGEND: C.B.S. - CONCRETE BLOCK STUCCO (i = CENTERLINE (M) = MEASURED VALUE (R) = RECORD VALUE P.B. = PLAT BOOK PG. - PAGE AC = AIR CONDITIONING UNIT C.L.F. = CHAIN LINK FENCE —.— = CHAIN LINK FENCE WM = WATER METER —d— - WATER METER R/W - RIGHT -OF -WAY MAP OF BOUNDARY SURVEY Nt 013 EAST 7 $ RiNj FOUND IRON I PIPE (NO WALL 0.2' NORTH 0.3' WEST CLF & WALL 0.3' EAST 06 9. Z REMAINDER OF g LOT 15 BLOCK 1 0 �° (P.B. 47 - PG. 58) LU M O � OI wpm h wwr I-- ?o OUL N— OUL — =a -- I LLI.7.LL I�� Lu O I lo ` "`� ` `t�` Sri GRAVEL 1{ I� N LLLLLLLLLLL (V LLLLLLLLLLLL �7.0' I I PLANTER LOT 16 21.50' o D- 14.35' 20. 3.00' II o I R\ 2.90' I 1 N I �� I I EAST 8' e'° I OF LOT 15 I TWO -STORY 2120. ELEV. 8.07 rn 11.60 2nd STORY LINE In rn ONE -STORY C.B.S. BUILDING c = = == HOUSE No. 1152 MAIN FLOOR ELEVATION:7.48 ADDITION ELEVATION:8.07 0 J oW W 3� COLUMNS-` 1.35' X 1.35' 1 7'- (TYPICAL) N- LOT 16 o D- 1_3 I SET %" J�7 IRON PIPE CLF & WALL CAP LB 7335 1.7' SOUTH 0.70' C.B.S. ONCRET£ WALL DECK: EST 90 00' (R&M) BISCAYNE CANAL (P.B. 47 - PG. 58) I N I �vo�l w z I-. I �Z °I I POOL PUMP I L I 20.2' I FOUND IRON PIPE (NO ID.) WEST 7' - OF LOT 17 — CLF 1.0' WEST ►i 06 °O, O 3 :o M .o O O 2.5' SECTION 15 - TOWNSHIP 55 SOUTH - RANGE 40 EAST LYING AND BEING IN THE CITY OF PINECREST, FLORIDA LOCATION MAP (NOT TO SCALE) L �NUTUDE REMAINDER OF S U R V E Y O R S LOT 17 BLOCK 1 3900 N.W. 79TH AVENUE, SUITE 601 DORAL, FLORIDA 33166 (P.B. 47 - PG. 58) . PHONE:(305)463 -0912 FAX:(305)513 -5680 WWW. LONGITUDESURVEYORS.COM SET N IRON PIPE CAP LB 7335 C.B.S. WALL 1.0' SOUTH I hereby certify: That this 'Boundary Survey" and the Survey Map resulting therefrom was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said "Boundary Survey" meets the intent of the applicable provisions of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 5.1- 17.051 through 5.1- 17.052 of the Florida Administrative Code and its implementing law, Chapter 472.027 of the Florida Statutes. LONGITUDE SURVEYOnS, LLC, a Florida Limited Liability Company Florida Certifi ate of Authorizati n Number LB7335 By:_ Eduardo M. Suaraa, PSIVI Signa a ate Registered Surveyor and ,Mapper 63 3 State of Florida NOTICE: Not vard without the signature and original raised sea: of a Florida Licensed Surveyor and Mapper. Additions or deletionk to Survey Maps by other than the signing party are prohibited without the written consent of the signing party. Inspection Worksheet` Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �" Kn�- 2 <s LAO L- Phone: (305)795 -2204 Fax: (305)756 -8972 :.. a:::C. ::...... .t..... I ...................... .. ..........::::::::::::::::............ ...:::.::::::........:: ... ........... ...........................:.:' ::::....... �� : :...... :: > r .�........ Inspection Date: 05/22/2008 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number Parcel Number 1122320280150 Lot: ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 2261. CANCELLED TRUSSES SHOPDRAWINGS NOT INPUT YET. 3/4/08 Failed Correction Needed ® �s Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, May 22, 2008 Page 2 of 2 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 WEB PAGE: www.al- flex.com / E -Mail: al- flexD- bellsouth.net Partial Treatment Notice Project Name: GARAGE Lot 0 Block 0 Model: Service order by: ALAN RESTONDECK 1162 NE 105 ST MIAMI SHORE, FL. Date: 5/21/2008 Time: 11:00 AM Product Used: PROBUILD T.C. Number of Gallons applied: 43 Area Treated : 430 Sq. Feet Tamp: Y Stage of Treatment: Horizontal/Interior Vertical Property Address: 1162 NE 105 ST MIAMI SHORE FL Permit #: Applicator: CASIMIRO Chemical Used: CYPERMETHRIN (active ingredient) Percent Concentration: 0.25 Linear feet Treated : 84 This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, AI -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. AI -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY �° Inspection Worksheet ....M Miami Shores Village �® 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04102/2008 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor. HOME OWNER Buildina Denartment Cnmmantc Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number Parcel Number Block: Lot: 1122320280150 ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE CONVERT GARAGE TO OFFICE AND ADD 1/2 BATH Inspector Comments Passed c° 6 j Failed El G� S e—r Correction, Needed 1A Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 1, 2008 Page 1 of 2 too 103)OG. BUILDIl� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ThLLUS) 79 2��0p4�Fax: ) 756.8972 RE 11 V E) PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building -710510G rn s bl � � Sip TO VM Permit No.- t .Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) adlccll -- (!an ( 6s,j)onaaL Phone # 3©S &13, (s 8_7y Owner's Address`r,� i Z City i�t O 5 State i�C� Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1162, %o�_ 10'S _0— City Miami Shores Village County Miami -Dade Zip X31 Is Building Historically Designated YES NO X Contractor's Company Name k IA- -- 6D&iAir - 190 +CxW Phone # —T Contractor's Address City_ Qualifier State Certificate or Registration No. State Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) joy, Mar -bra I— Phone # 30C g 8-j. wy S Value of Work For this Permikul wo j,(rj Square Footage Of Work: _ ;UE_*� 74 Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: a r 1 abov 16 ✓Kk iu nV2►'�- IUY_'�h%C �C�rrccc v OSLO /2,nat ad Y00 F� - 313 �V*�l/ Submittal Fee $200 • CD Permit Fee $ (J CCCF $ . CO /CC Notary $ Training/Education Fee $ �`oning Technology Fee $Scanning $ � Radon $ ' -� t ; Bond $ ✓ Code Enforcement $ Structural Plan Review. $1,50 .Cc 'f" (J._Up - ;� <f--) $ ZE0 - 00 cV 4 313 Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City -- - State s Zip Zip `o- Application is hereby made to obtain a permit t6 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 tha'f 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. Signature Signature vwncr or Hgent Contractor The foregoing instrument was acknowledged before me this �� The foregoing instrument was acknowledged before me this day ofl� 20 45�> by ,f ;tL k11Yx-t'C &. a1?&kay of 20 —, by — w��h''o is personally known to me or who has produced 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. NOTNYBLIC: � STEPHANI HONAKER N TARY PUBLIC: Sign: $ Notary Public, State of Florida in expires jan 2 8 Sign: Print: No. DD 284571 Print: My Cxpires:r� My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 Pians Examiner Engineer �-� /tIl /�^✓ S Zoning Charlie Crist Governor Ana M. Viamonte os, M. ., P.H. a�gea� From: Miami -Dade County Health Department Onsite Sewage Treatment and Disposal Systems To: Septic System Applicants Date: July 7, 2009 The Following Individuals operate in Miami -Dade County and are licensed by the Florida Department of Health as Certified Environmental Health Professionals (CEHP) under 381.0101 F.S. A CEHP license authorizes an individual to conduct existing system evaluations and new system site evaluations according to 64E -6 FAC. This license does not authorize an individual to install or contract to install a septic system. Rolando Arrieta 19341 Sterling Drive Cutler Bay, FL 33157 (305) 251 -7682 consultingO-erseptic.com Jorge M. Milian Sr. PO BOX'52 -0741 Miami, FL 33152 786 -413 -5260 ,,. Samir Elmir, PhD, PE, DEE, CEHP, Director Environmental Health and Engineering an a Miami -Dade County Health Department IV 1725 N, W. 167' Street, Miami, Florida 33056 Tel: (305) 623 -3500 Fax: (305) 623 -3502 Email: Samir — Elmir@doh.state.fl.us ww.dadehealth.org PERMIT # 1?-.�, - 3 CONTRACTOR: SUBMITTAL DATE: tgEypsr PROJECT TYPE: At:)�r j [ J I G ZONING FIRE // zz Aei a STRUCTURAL IMPACT FEES ELECTRICA HRS /DERM F � PLUMBLINO NOCaj t �'1 �O MECHANI CAL DG i STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SE1MGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Alan Respondek PROPERTY ADDRESS: 1162 NE 105 St Miami, FL 33138 PERMIT #:13- SC- 1002322 APPLICATION #: AP936,917 DATE PAID: LOT: 15 BLOCK: 1 sUBDIVIsION: Miami Shores Estates FEE PAID: RECEIPT #: DOCUMENT #: PR788390 PROPERTY ID #: 11- 2232 -028-0150 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM CCMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,200 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 834 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ 1 STANDARD [x] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [8] BED [ 1 N F LOCATION OF BENCHMARK: 5.68' NGVD C/L NE 105 St I ELEVATION OF PROPOSED SYSTEM SITE [ 0.24 1 INCHES FT ][ABOVE BELOW lIBENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.16 l[ INCHES FT ][ABOVE F18 11BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 9.601 INCHES EXCAVATION REQUIRED: [ 51.00] INCHES O T H E R l Anstall a 1200 gal min. category-3 septic tank with an approved filter. 2.-The licensed contractor installing the system is responsible far installing the minimum category of tank in accordance with s. 64E- 6.013(3)(f), FAC. 3.-Install 834 sf of drainfield in bed configuration. 4. Install 42" of slightly limited sail at the bottom of the drainfield. 5: Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. (Comments Continued on Page 2.) SPECIFICATIONS BY: id V Edwards TITLE: Engineer Specialist II APPROVED BY: TITLE: Engineer Specialist II Dade CHD Astrid V Edwards DATE ISSUED: 10/21/2009 EXPIRATION DATE: 04/2112011 DH 4016, 10/97 (Previous Editions May Be Used) Page 1 of 3 v 1.1.4 AP935917 SE799379 4 R JUL 31 2009 31 July 2009 1162 NE 105' Street Miami Shores, FL 33138 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Attn: Norman Bruhn Dear Mr. Bruhn: Thanks for your recent letter advising us that our permit would expire on 2 August 2009. We can see that this letter was prepared on 1 July 2009, but unfortunately we did not receive this letter until 16 July 2009, so we've had very little time to prepare for the next inspection. Preparing for the next inspection, unfortunately for us demands that we renew our permit for a new septic tank with DERM. As you know, we were forced to get this permit before Miami Shores would Issue the building permit, even though we always intended to put the new septic tank in as the final element of our building, not the first one. Consequently, that permit has lapsed (no warning on the lapse from the County), and we are working on getting it renewed now. We don't want to make excuses for the length of time it's taken us to finish our building, but the fact is that during this past year, I've had surgery for a hernia, that forced me to be off my feet and unable to work for over three months. After that my mother passed away, so I've been in Milwaukee closing her house and finalizing her estate. As an owner/ builder, I am doing the work on the house myself. Add to that the economy and the unhealthy state of our businesses, and you get the picture. We hope that you can give us an extension of a few months on the permit so that are able to renew the septic tank permit with DERM and start building again. Thanks so much for your understanding and assistance, ov� gspla� Allan Respondek h- 30s- F93 &&)y Carol Respondek 3l lgo6 Inspection Worksheet Miami Shores Village i <m ma»9 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756972 Inspection Date: 08/14/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Windows and Doors Owner: RESPONDEK, CAROL Work Classification: Addition Job Address: 1162105 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122320280150 Project: <NONE> Block: Lot: Contractor: HOME OWNER Ruildina Dpnartmant Cnmmpnts ADDITION OF 1 BEDROOM & BATHROOM ABOVE EXISTING GARAGE AND ADD 1/2 BATH CONVERT GARAGE TO OFFICE TWAIV116k Wllo Inspector Comments Passed r� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, August 14, 2008 Page 1 of 2 1162 NE 105`x' Street Miami Shores, FL 33138 726E 5 November 2009 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Attn• Norman Bruhn Dear Mr. Bruhn: Attached are the stamped and approved plans for a new septic system from Miami Dade County Health Department. Please accept this letter as our request to extend the master permit for another sac months. As you've requested, we'll get the construction done within that time period. The new permit from the Health Department is good for 18 months, so if it's at all possible, we request the additional time. Thanks so much for your understanding and assistance, om-4. &Ialtxl,4� Alan Respondek Carol Respondek Attachment: (2) signed & approved copies of plans from Miami Dade County Health Department Norman Bruhn y Tuesday, August 18, 2009 Allen and Carol Respondek, 1162 NE 105th Street Miami Shores, FL Dear Mr. and Mrs. Respondek, I have reviewed your request to extend permit (05 -1437) and all sub permits attached, unfortunately I will not be able to extend these permits as requested. As you are aware HRS has provided the Village with information that the septic approval has expired and this is a prerequisite of the permit. Provide a new approval from HRS for the proposed addition /alteration prior to the expiration date of the permits and I will review this request again. If you have any questions please do not hesitate to contact me. Sincerely, 1'e' Norman Bruhn Building Official MOMRIFTC] OCT 16X008 r �4 BY. .... Charlie Crist Ana M. Viamonte Ros, M.D., M.P.H. Governor Secretary of Health Lillian Rivera, RN, MSN, Administrator tP OS 1437 September 11, 2008 Allan & CarolRespondek 1162 NE 105 St Miami Shores, Florida33138 RE: OSTDS Permit No. 06- 0700 -N Lot: 16 Block: 1 Subdivision: Miami Shores Estates Folio. 11- 2232 - 028 -0150 Property Address: 1162 NE 105 St, Miami Shores, Florida 33138 Date of issue: 05/18/06 ExpirationDate: 11/18/07 Dear Applicant: Please be advised that the Onsite Sewage Treatment and Disposal System construction permit issued by this department for the above referenced property has expired. A system construction permit is valid for a period of eighteen (18) months from the date of issue. However, if building construction has commenced the permit shall be valid for an additional ninety (90) days beyond the eighteen (18) months expiration date. A new construction permit must be obtained after this period of time in order to install an onsite sewage treatment and disposal system on this property. No inspection or approvals can be provided without a valid permit. In addition, the Miami- -Dade County or the municipality may not authorize the occupancy of the building until the department approves the final installation of the onsite sewage treatment and disposal system in accordance with chapter 381.0065(4). If you hay.9 any questions on this matter, please call our office at (305) 513 — 3459. Paul Level(t An-dr& P.E., C.E.H.P. Profession l Engineer III cc. Permit file \ Claudio H. Grande, Building Official Samir Elmir, PhD, PE, DEE, CEHP, Director Environmental Health and Engineering . ;W Miami -Dade County Health Department 1725 N. W. 167' Street, Miami, Florida 33056 Tel: (305) 623 -3500 Fax: (305) 623 -3502 PabHcBh Email: Samir_Elmir @doh.state.fl.us w Website: ww.dadehealth.org R NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONp PER MI NO. 37 TAX FOLIO NO. 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, Ronda Statutes, the following information Is provided in this Notice of Commencement. 1111011111 OR 8k 21354 Ps 0816; t lss } RECORDED 02°0912007 13 ®14:53 HARVEY l+UVINP CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: i!�I6tt1M Shad CS*11S Pig t{7- 58 W Wr 17 1, OT N 4- E' f; :r 1.07' !S 63 9 2. 2. Description of improvement: f-}dd t ti'1 Ol) d 3.Owner(s) name and address: Signature of Owner Print Owner's Name Ca.rOl 6d t1nGifte_ A Prepared by 0V4(1"y_ Sworn to and subscribed before me this day of 20 . Interest in property: Name and address of fee simple titleholder. AA A-6 AleA t(ii--. 4. Contractor's-nam4 and address: baaux - 0 /Q,= 4-. Go�acs e�bo �' 5. Surety: (Payment bond required by owner from contractor, if any) a2 Name and address: Ah& V Amount of bond $ . e� 6. Lender's name and address: .0 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as U provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: a 8. In addition to himself, Owners designates the following person(s) to receive a copy of the-Lienor's Notice as provided Section 713.13(1)(b), Florida Statutes. � ame and address: g z 8. Expiration date of this Notice of Commencement: (the expiration date Is i year from the date of recording unless a different date Is pecified) Signature of Owner Print Owner's Name Ca.rOl 6d t1nGifte_ A Prepared by 0V4(1"y_ Sworn to and subscribed before me this day of 20 . xr. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING P C Permit NoV ` 14 �31 PERMIT APPLICATION N6 ?. Master Permit No. FBC 2004 Permit Type (circle): wilding Roofing* Owner's Name (Fee Simple Titleholder) A l le v\ t l jttc S OAkcphone # 3 C�5 6{ 3 ' 6E-ZA Owner's Address I 1" 2 hZ 1 O 5l'A S±Pa-0- City M -,Z- S IC.'r- g: S. State F1 Zip 33 1 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) I I G 2- &'F -- t Z>> ' SA t City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name nlg t ^.� —�r 1A4 tl Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) ,,,,. !Tom} Phone # 7,1 �, :7 9 1 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition Describe Work: ❑Alteration ❑New ❑ ❑ Demolition Submittal Fee $ Permit Fee $ C 00 I CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ 6 U ' W DPBR $ Zoning Double Fee $ r Total Fee Now Due! See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State 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. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 by htt(l\A.. who is personally known to me or who has producedv�`�bt� " NOT Sign: Print: My C * * * *a As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: l / T APPLICATION APPROVED BY: `/ y� � < 2/4 / � 7 S�P'U.G ,Plans Examiner Engineer Zoning (Revised 07/10/07) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building 1, Roofing �j �j /� Owner's Name (Fee Simple Titleholder) K � i�C.� LPhone # �� ` 610 -(, �4 Owner's Address 1``�``��2(( City" i�Ml�� 016 State Zip 3?)1?56 Tenant/Lessee Name Phone # s W' 0 2008 Permit Nol�f 05-145-7 Master Permit No. Job Address (where the work is being done) 2, Nrz:J I () 5 ;1 - City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO -_ Contractor's Company Name 1�ftb owmz Phone Contractor's Address City Qualifier Name State Certificate or Registration N Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Certificate of Competency No Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration [-]New ❑ Repair/Replace ❑ Demolition Describe Work: N� IV� Submittal Fee $ Permit Fee $ - CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ /� Structural Review. $ Total Fee Now Due $ t - DD See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced 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. NOTARY UBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07 /10/07) My Commission Expires: Plans Examiner Engineer Zoning Bill To CAROL RESPONDEK 1162 NE 105 ST MIAMI SHORES, FL 33138 -2108 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC-3 -08 -31241 Invoice Date: March 10, 2008 Permit Number: BP2005 -1437 Date Fee Name Fee Type Fee Amount 03/10/2008 Scanning Fee 03/10/2008 Revision Fee Monday, March 10, 2008 Calculated $12.00 Calculated $35.00 Total Fees Due: $47.00 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -1437 Invoice Number: RC -2 -07 -27449 Applicant: CAROL RESPONDEK Company Name: Owner Address: 1162 NE 105 ST MIAMI SHORES, FL 33136 Job Address: 1162 105 Street NE Miami Shores Village, FL 33138- Date Payment Type Check Number Amount Change Friday, February 9, 2007 02/0912007 Credit Card $1,348.82 $0.00 Total Payment: $1,348.82 Page 1 of 1 Bill To CAROL RESPONDEK 1162 NE 105 ST MIAMI SHORES, FL 33138 -2108 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -12 -07 -30496 Invoice Date: December 05, 2007 Permit Number: BP2005 -1437 Date Fee Name Fee Type Fee Amount 12/10/2007 Revision Fee Calculated $15.00 12/1012007 Scanning Fee Calculated $12.00 12/05/2007 Plan Review Fee (Engineer) Calculated $60.00 Total Fees Due: $87.00 DEC 11 PAS U-4 4S2,1 Monday, December 10, 2007 Miami Shores BuRding De Product Approval Schedule / Comp Opening Description of Window Product Acceptan or Door or Mullion Number S s J . t st a . • s 2a ov any lib a 3 orison Chart Address: It CP2- ME, toVIsit. Permit No. 61P Zofts 415-j- ce P Product Approval O Opening Des' n R Rough Opening S Shutter Required M Mullion Required I Impact Design .Pressure r ressnre S Size Y Yes / No Y Yes / No Y Yes / o ( +) PSF ( -) PSF + +) PSF -) PSF Of- / 5 o -- + +/20 � �t 0 o 1-71 so - D D same • s • • s • ...• 4 artment orison Chart Address: It CP2- ME, toVIsit. Permit No. 61P Zofts 415-j- ce P Product Approval O Opening Des' n R Rough Opening S Shutter Required M Mullion Required I Impact Design .Pressure r ressnre S Size Y Yes / No Y Yes / No Y Yes / o ( +) PSF ( -) PSF + +) PSF -) PSF Of- / 5 o -- + +/20 � �t 0 o 1-71 so - D D CIVI. AND S I MPAL UCENSE NO: PE 0031609 1 � /2 East Sth ShIA Nab^ MrWe 33010 6 305-887-4417 . . ... . . . ... .... . ...... . i i ' • • • • • • • • I- • i •i• i i i i •i• MIAMI -D MIAMI- -DADS COUNTY, FLORIDA AOL METRO,DADB FLAGLER BI j(j.DING• . • _ . n WELDING CODE, COMPLIANCE OFFICE (BCCO) 140 WEST Fi a dL& STREtt, SO.VE 160: :. PRODUCT CONTROL DIVISION 'MIA91I >WRIOA - VIV -15T (305) 315 -2901 FAXg30S) 575 -2908• • NOTICE OF ACCEPTANCE (NOA) • • • • • • • .......... . PGT Industries i i i i • i P.O. Box 1529 J--D21%adbc 1 2006 •• • • • • ••• ••' Nokomis, FL 34274 SCOPE: BY.-&-- __ This NOA is being issued tinder the applicable rules ors go g the use of construction materials. The documentation submitted has been reviewed by 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 Mism i Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the not to have this product or material tested for quality assurance purposes. If this product or material fads to perform in y the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right w - . 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 SWD -101 Outswing Aluminum French Door- Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, 3W, sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. DWIINATION 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 distrfttors and shall be available for inspection at the job site at the request of the Bolding Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.12 Expiration Date: Novemb 22, 2006 er MEN Approval Date: July 12, 2002 Page 1 T-1 BUCK UCK Moon 1 t Y B f/4' M-WH /It ® f1AflBi1b TYP. HEAD 0 TYP. HEAD /ft R4KIEAo ® ; s Y Moog 1° e/xK . A r. •' . Ij //1� BUCK TYP. JAMB Il'P. JAMB 1/4' rAPWN r MAWM MCM LW 70 S"a TM SILL S Y V.T. 1037 1037 � T � rROOUCT REVISED PRODUCT REN6*"ZD • yr'' =lyYg with tMe F1o/i4 , ncrerraNdN.b�- 04�ZOy' N.02 0.12 �� r�oiRp�oan N.oeraK¢�2L,2ob(� lb ►rarMa Dr nrouK tx ul • • W6Dagt` ! f • • D ddd 2 t. lock info 3 1070 TeatmoAo � Dr. Nokomis,, .�• • • • Xk f r . 34275 • n�� • " .. DUS US" �//;x l swD -101 ••• . . French Door — Ar1G• toe �V�I`�. • "" RobWL Qark, PM. R.wM B, oar CMa Br .: • PE 439712 per Na- vsr+aoa rno s�•:�« N� • swuctwd Dora, D.B. 2116198 : °r • 971 • D 7 112" x 7 112" 37.500' � � the Florida 1 eultileg 7 112" 3. DESIGN G464P�SUR +75 o P.S.F. -75 P.S.F. 5 1/2" 36) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: 5 1/2" MAX, 7 1/2' FROM CORNERS (HEAD &SILL) AoapesceN. 02-0'401.12 13.5" \ 13.5" � 5 112" MAX. SPACING AT JAMB: 13.500 \ \ 2 POINT. \ / LOCK 95.750 EXPIRATION DAIS 1l0 °�AfC2Z,2rw6 OPTION CORNERS I>y 1 Ski \ .1° 2 POINT \\ IxolxlcT ax+rapt. atvl{1ow LOCK OU11DINU O.OMPV&cEOTPICE. • OPTION \ • 95.7 AtAx J / 1070 Te Gw Dr. V r1'GW Nokomis, Fl. • • • • fxebne t 1164 amend .ax A I=f 34275 •••••• • • • • • • • % JXPUSTRI SW- /W,,,. SWD -101 / ••••• / T .. .. • Door — �X •••• '•'•• • • • • • d t1y: Dots: 1 PCT N0: lQMDOR NO: ScaN: e9 Shsst: 1 a14 / TYP. MAX. 2/16/99 5 1/2" 7 112" 13" — I SEALANT ON MAX. FRAME CORNERS ON CENTER & PANEL CORNERS TYP. HEAD & SILL xx 71.750 7 1/2" LARGE MISSLE IMPACT DOORS" X. 1. ff1NC:.401/.464 LAMINATED W/INTERLAYER (MONSANTO OR DUPONT) 2. CONFIGURATIONS: X. XX _ the Florida 1 eultileg 7 112" 3. DESIGN G464P�SUR +75 o P.S.F. -75 P.S.F. 36) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: 5 1/2" MAX, 7 1/2' FROM CORNERS (HEAD &SILL) AoapesceN. 02-0'401.12 13.5" MAX. 5 1/2" FROM CORNERS (JAMB) 7 MAX. SPACING AT HEAD & SILL: 13.000 � 5 112" MAX. SPACING AT JAMB: 13.500 \ \ 2 POINT. \ / LOCK 95.750 EXPIRATION DAIS 1l0 °�AfC2Z,2rw6 OPTION \ 7 1/2" MAX. ON CENTER TYP. HEAD & SILL L/� fV �l( �� Robert L /,,Clark, P.E. P.E. #39712 structluld v r r ■ 7 112" ---I LARGE MISSLE IMPACT DOORS" X. 1. ff1NC:.401/.464 LAMINATED W/INTERLAYER (MONSANTO OR DUPONT) 2. CONFIGURATIONS: X. XX _ the Florida 1 eultileg 7 112" 3. DESIGN G464P�SUR +75 o P.S.F. -75 P.S.F. 36) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: 5 1/2" MAX, 7 1/2' FROM CORNERS (HEAD &SILL) AoapesceN. 02-0'401.12 13.5" MAX. 5 1/2" FROM CORNERS (JAMB) 7 MAX. SPACING AT HEAD & SILL: 13.000 � 5 112" MAX. SPACING AT JAMB: 13.500 \ \ 115" 5.) NO SHUTTERS REQUIRED \ 6.) REFERENCE TEST REPORT. FTL -2241 SEALANT ON FRAME CORNERS EXPIRATION DAIS 1l0 °�AfC2Z,2rw6 7.) FOR LOCKING ASSEM8LY OP77ON - SEE SHEET 3 OF 4 CORNERS I>y 1 Ski \ .1° IxolxlcT ax+rapt. atvl{1ow OU11DINU O.OMPV&cEOTPICE. • ■ 7 112" ---I PRODUCT REVISED i the Florida 1 eultileg otle AoapesceN. 02-0'401.12 13.5" _17YP. MAX. � 5 112" D1aWw titA•clCnitK -� PRODUCT RENEWED ACCEPIANCE tiu C1- 04t1.o4 SEALANT ON FRAME CORNERS EXPIRATION DAIS 1l0 °�AfC2Z,2rw6 & PANEL CORNERS I>y 1 Ski \ .1° IxolxlcT ax+rapt. atvl{1ow OU11DINU O.OMPV&cEOTPICE. • • It info Teiermreen U.M. ffatei 1070 Te Gw Dr. V r1'GW Nokomis, Fl. • • • • fxebne t 1164 amend .ax A I=f 34275 •••••• • • • • • • • % JXPUSTRI SW- /W,,,. SWD -101 ••••• O..crtpOon: French .. .. • Door — �X •••• '•'•• • • • • • d t1y: Dots: PCT N0: lQMDOR NO: ScaN: e9 Shsst: 1 a14 Ora No. • • • • • • • 971 • • D 2/16/99 s , 71.750 MAX H 34.625 i �sPAC M TYP. 80TH PANELS F(s, s ACTIVE PANEL XT OR INACTIVE PANEL ROUGH s OPENING 1.750 S EE SHEET 3 ROUGH FOR ANCHORS OPENING rr 25" J J if if DAYLIGHT ROUGH OPENING 1.480 OPENING 3.000 SPACE M .250 HORIZONTAL SECTION 1.272 4 1 RIO 1.479 5 - -� 4.000 1.750 95.750 I t►6+,w. - -- - - 93.625 84 314" PRODUCT RENEWED DAYLIGHT OPENING ADCEF rANCLWo a +- 04X-I. by EMRAM4 DAR (�'ouEMfE22Z +?nob 8 1 By 1 S • C��ANdG At00t�Q�c't RmT�+C•b+V1ilON VERTICAL SECTION ouft�lr+aoDioitudwcEOtwcs f INTERIOR • R,d, on, 4.000 9 0 added 2 t. lock info 1070 Tec+jlQQl9gy Dr. • tEtw AK*W .M Nokomis, FI t t 34275 4B9 1.489 HIM l// ZZC SWD -101 . • . • Wx. SPACE �` +D1' Ro lar k, P.E. aww� Goa: colder ode. French Door — E7eratnOns .. • '• "• P.E. #39712 ae. l i /n /� vcr roo �r+ooR rm sn« +: co R, • • • • • • EXTERIOR Z �+— 3.000 —�-1 ROUGH OPENING a• 9r oo +a • • • • 2w¢ 971 D Structural D.B. 2116198 ] . - •••• ...... r f p 118 ANN. 3/16 ANN. .090 •090 M•ua II1�1 7 3116 ANN. 3116 ANN. E a s �T 1 1a 8 e 2f 1.469 1.489 `seE OM IA' MAX? S lm � -- 3.000 --{ .250 IM SHIM MAX --I X. cc SPACE SPACE 0 0 �v 401' LAM W/MONSANTO SAELEY PYB INTERLAYER 464' LM W /MONSANTO SAEIEY PYB INTERLAYER (/y�/�\ OR 401' LM W/DUPONT BUTALITE INTERLAYER OR .464' LAM. W UPONT �UTAUTE INTERLAYER 0 4:� SEE NOTE 3 ON SHEET 1 SEE NOTE 3 ON SHEET YJ DESIGN PRESSURE RATING: t60 RlL DESIGN PRESSURE RATING: 175 ciL 2 Dt. lock ��rJ 6( MoteriaL• R.'" By: DoM: RD Robert L. Clark, W am f 1/1 RE, #39712 D.B. 1 /RODUCT REVVED runP1YMt wDh ik norms sawftcok �2 SY 00 Comm VAMM PRODUCT RENEWED accEPTaN di -o4� -0 y d.N,. _ 1 __ FMIAATIONDATL NODE4dER221200ia DT I SkaS • ♦ n DUDDDI 97avy"Ro"M TaNWAR! Ilnhu N"� 1070 Teclipdagy Dr. • rle� t �E o� �: Nokomis, Fl.• � • • • t r 34275 • • sa""""w ", • • • • :. JNDUSTRIE9 SWD -101 •••••• • 7�seAPBOn: • • • • • • • P'rench Door — E odd G�aziri ••••• Mr ND: VENDOR M., Seale: SMof: Oro No. • • • • • sv: • • 3ar4 971 • • D • • ••�• • • WN MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (B PRODUCT CONTROL DIVISION NOTICE OF ACCEPTAN 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 PGT Industries 1070 Technology Drive L"I Nokomis FL 34275 ' JAN 0 9 2007 SCOPE: P64o, This NOA is being issued under the applicable rules and regulations governing the use of construc&dhmiitWs ------------ 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 HR -810 Mid -Rise Aluminum Horizontal Roller Window — Small Missile Impact APPROVAL DOCUMENT: Drawing No. 4121 -2, dated 07/30/02, with revision C dated 12/30/02, titled "Mid - Rise, Alum., Horizontal Roller ", Sheets 1 through 5, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number .preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NQA•s� all be provided to the user by the manufacturer or its distributors and shall be available for inspection al he job Sit; a; the'ze(4ie :t 9fithe Building Official. This NOA consists of this page 1 as wR h as ftrQval (ooiur$gtt rAgntioned above. The submitted documentation was reviewed % M�uei i'44 Ut Aft • NOA No 02 -0809.01 29. 01 { . • ; •; Expiration Date: January 2, 2008 • Approval Date: January 2, 2003 NM� •s• • • • ••• •• • • • Page 1 5 3/4" _ MAX. TYP, 58 1/4" MAX. FIXED LITE DAYLIGHT OPENING 63" MAX HEIGHT 74" MAX WIDTH 33 1/2" MAX. 33 1/2" MAX. FIXED LITE OPER. LITE DAYLIGHT OPENING DAYLIGHT OPENING 12" MAX. TYP. 0 X 59" 5 1/4" 57" MAX. 29 OPER. LITE DA, LIGHT OPENING o MEETING RAIL I T- REINFORCEMENT ATTACHMENT POINTS 13 1/4" 8" MAX 8" MAX 4" MAX 4" MAX 1J0 TSIDE MEETING RAIL CENTERLINE (SEE NOTE 4) nFSIf:N PRFCCI IRF - TARI F 1 DESIGN PRESSURE RATING GLASS TYPE B - 7/16" LAW HEAT STRENGTHENED - SEE NOTE 1 1 NEG POS ALL SIZES TO 74.000 WIDE x 63.000 HIGH 1,150.0 90.0 COMPARATIVE ANALYSIS FOR GLASS TYPE A - 7/18" LAMI ANNEALED - SEE NOTE 1 WINDOW HEIGHT WINDOW 35.250 38.375 1 44.000 50.625 54.000 63.000 WIDTH NEG F POS NEG POS I NEG POS NEG POS NEG POS NEG POS 41.750 -150.0 90.0 - 150.0 90.0 - 150.0 90.0 - 150.0 90.0 -150.0 90.0 -150.0 90.0 42.0oo - 150.0 90.0 -150.0 90.0 - 150.0. 90.0 - 150.0 90.0 - 150.0 90.0 - 120.0 90.0 53.125 -150.0 90.0 - 150.0 90.0 - 150.0 90.0 - 120.0 90.0 - 120.0 90.0 - 120.0 90.0 60.000 - 150.0 90.0 - 150.0 90.0 - 120.0 90.0 - 120.0 90.0 - 120.0 90.0 - 108.0 90.0 66.000 - 150.0 90.0 - 150.0 90.0 -120.0 90.0 -116.1 90.0 -108.1 90,0 - 92.6 90.0 74.000 - 150.0 90.0 - 120.0 90.0 -117.9 90.0 -99.6 90.0 1 -92.1 90,0 -78.4 78.4 DESIGN PRESSURE RATING LIMITATION W/ ALTERNATE ANCHORAGE #11 WOOD SCREWS - 130.0 90.0 #12 WOOD SCREWS .113.0 1 - 90.0 NOTES: SMALL MISSILE IMPACT WINDOW_ 1. GLAZING: A - 7/16" LAMINATED GLASS, PARTS LIST ITEM 29, COMPRISED OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE PVB OR SENTRY GLASS PLUS. B - 7/16" LAMINATED GLASS, PARTS LIST ITEM 43, COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE PVB OR SENTRY GLASS PLUS. 2. CONFIGURATIONS: OX, XO 3. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF 1/4" TAPCONS LOCATED AS FOLLOWS & PER SHEET. ANCHORING WITH WOOD SCREWS AT SAME LOCATIONS LIMITS PRESSURE RATING. (SEE TABLE 1.) HEAD SILL• MAX. 5 3/4" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 12" SPACING. JAMMAX.. , 5 1/2" FROM CORNERS. MAX. 12" SPACING. S. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED AT INSTALLATIONS BELOW 30 FT. (NON REQUIRED AT INSTALLATIONS ABOVE GRADE) 6. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME. • • • • 7. REFERENCE TEST REPORT: FTL -3373 • • • • • • • •••• ••••• •• • A • 09 1 0 INTERLAYER fS64 VQT� 1.) • • • • • • ••••• • • • 3/16" GLASS 3/16" GLASS (SEE NOTE 0 • • •••• •••• ••••• ` (SEE NOTE 1.)� �1 • • • • • 12" MAX. 5 1/2" MAX. TYP. .485 "_a10v GL459 B" TYP ® GLAZING DETAIL Rswd W. Pots: RaWhns: T L. T. 12 30 02 C -CHART CABEC CNG a sems: F. K. � 10124 0 B -NO CNG THIS SHT IND [$ / / DmsenpWn. ELEVATION &GLAZING DE 1ms: 4, fO�KOM"IS"0LL�3�27°5"E MID -RISE, ALUM. HOR/Z Robert L. Clerk, P.E. P.O. 80% 1529 PE Q39712 NoKOM15. n 34274 HR -810 NTS 1 a 5 c irYCtUfOI •••• •••••• ••• • •••••• TAL ROLLER 4121 -2 1 C •••• •••••• ••• • •••••• • A.IMW a C*mPbft •1N tee TAL ROLLER 4121 -2 1 C EXTERIO R 710" MAX. FIXED LITE DAYLIGHT OPENING VERTICAL SECTION INTERIO I MAX. OPER. UTE DAYLIGHT Cal 25 2B SEE NOTE 2. APPROXIMATELI 25% OF SASH HEIGHT TYP. (SEE NOTE 2) r84" MAX. WIDTH ; i • • • • • • • 0 • 0000 • • XT� ERGO • • 0000•• 0000 HORIZONTAL SECTION • ,0TECHNOLOGY NOKOML 3275 P.O. BOX 1329 NOKOMIS. R 34274 0000•• • 0000 0000 0000 • 0000 0000•• •• 0000• 0000•• • 0000 • • NOTE: • • 1. REFERENCE TEST REPORTS: FTL -3373 • • 2. WINDOWS 42" HIGH OR LESS REQUIRE (1) ONLY. ITEM 25, SWEEP LATCH CENTERED VERTICALLY. 6 21/ 6 L /.; ort L. Clark, P.E. PE /39712 Structural INDIUM LT. F.K. 10 1 O . • F.K. Da r. 7 31 Omcription: VERTICAL ,0TECHNOLOGY NOKOML 3275 P.O. BOX 1329 NOKOMIS. R 34274 ,.' MID —RIS Sarho /Meds1. 1 HR -810 •••••6 •0000• c HORIZONTAL SECTIONS ALUM. HORIZONTAL ROLLER mM: k Orwlrr9 Ala. I Rol NTS 2 a 5 4121 -2 C ITEM DWG # DESCRIPTION VENDOR PGT# 1 1 4102 IFlonge Frame Head 6063 -T5 612237 2 1 4025 JSash Stop Std. 6063 -T5 612244 3 1 1#8 x 314 PH. PAN HEAD TEK 7834PW,B 4 1 4103 jFIang2 Frame Sill 6063 -T5 612238 5 4361 3.500" Sig Add On 6063 -T5 64381 6 4104 Frame Sig Adapter 8063 -TS 612239 7 4125 Windload Adapter 6063 -T6 64125 6 06 x.375 Ph. Pn. TEK S. SAI S. STL 9 1094 Weep Hous NYLON 616 70250 10 1095 Weep Flap NYLON 6/6 70251 11 4002 Flange Frame Jamb 6063 -T5 612225 12 1155-1,#8 x 1.000 Quad Pn. SMS S. SO. S. STL 781PDX 13 4005 IFIxed Meeting Rail 6063HS -T54 612228 14 1060 Wst .,.187 x.230, fin seal 61060G 15 4063 Meeting Rail Reinf. Tube .75 x 1.50 6061 -T6 64063 16 4064 Meet. Rail Reinf. Tube End Cap NYLON 616 44064 17 1179 #10 x 3/4" Phillips Pan Head Tek S. STL 710x34PPSDX 18 947 Dia. 3/8" Hole Plug Polypropylene 41722 19 4105 Sash Too and Bottom Rail 6063 -T5 612240 20 1235 W .,.170 x.270 back, fin seal 67S16G 22 1092 Roller Housing & Guide NYLON 818 70312 23 226 Brass Roger Wheels BRASS 7BRWHL2 24 4054 ISash Meeting Rail 6063HS -T54 64054 25 1096 Sweep Latch I DIE -CAST 71096 26 1016 #8 x.626 Ph. Fl. SMS STL. 785886 27 4007 Sash Side Rail 6063 -T5 612230 28 4119 Wst . Bulb w /closed cell foam Ultrafab 64120 29 Glass 7116 Laminated 3/16 Annealed, .090 DuPont Butache PVB, 3/16 Annealed 30 985 Glazin Bead 7/16 Lami w1Grig Kit 8063 -T5 6985 31 4222A lGlazing Bead 7116 Lami 6063 -T5 64222 32 1224 IVInyl Bulb Weatherstr' "Thick" VINYL TP -247 34 1014 1 Screen Frame 3105 H14 61011 36 1013 IScreen Comer Key Polypropylene 49103 37 1073 IScreen Spring S. STL 78835 38 1278 IScreen Pug Tab Elastometrlo PVC 70409 39 1008 Screen Spline Elastometrlc PVC 68535 40 Screen Cloth 61816 41 Silico dhesive - Dow 899, Dow 995 or Dow 983 Al Settin Block 3/32x25/64x1 71622 43 !!!!!!!jG1,aSSn7A/16 Laminated 316 Heat Stren thened, .090 Sen Glass Ptus, 3116 Heat Stren thened) NOTE: 1. REFERENCE TEST REPORT: FFL -3373 2.710' lO FRAME HEAD MAT'L: 6063 –T5 DWG #4102 1 .363" .062" NOM. 2.784" 11 FRAME JAMB MAT'L 6063 –T5 DWG #4002 � xi 114 Raheit L Clark. P.E. PE #39712 Structural 1.451 062" NOM. -T" 0 GASH STOP MAT'L: 6063 –T5 DWG #4025 723" :1062" ff .875'--1 7O WINDLOAD ADAPTER #AAT'L: 6063 –T6 DWG #4125 1,187 " -1 1_j vir- .062" NOM. rL O FRAME SILL ADAPT. MAVU 6063 –T5 DWG x!4104 kin 9 T 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 l2.710 ------------ I O FRAME SILL MAT'L: 6063 –T5 DWG #4103A 0000•• • •••••• 0000 0000 0.0000 0 -0 •• •0 •••••• • 0 • • •• • F.K. 110/23/0,0 9- CORRECT ITEM 7 I 0000 0000 0000.. • 0000 0000 0000 • 0000 0000 PARTS LIST & EXTRUSION PROFILES r4n: MID -RISE, ALUM. HORIZONTAL RO Serke Swh: shod: Drawing No. HR -810 NTS 3 a/ 5 4121 -2 0000 • • • • • 1 •••••e 0000• • 000 • 0• 00.0.0 • •• 0000•• •0000• N .190" x- 3.159" TRIM TO FIT 3.500" .062" NOM. 5O 3.50" SILL ADD ON MAT'L: 6063 —T5 DWG #4361 13 FIXED MEET. RAIL MAT'L: 6063HS —T54 DWG #4005 1 OM. E=_ " NOM 15 FXD. MEET. RAIL REINFORCEMENT TUBE MAT'L: 6063HS —T54 DWG #4063 24 SASH MEET. RAIL MAT'L: 6063HS —T54 DWG #4006C (4) EA. JAMB (2) EA. HEAD do SILL FRAME CORNER & MEETING RAIL CONSTRUCTION SASH, CORNER CONSTRUCTION Q NOTE: 1. REFERENCE TEST REPORT: FTL -3373 INDUSTRIES 1.211" .062" NOM, 19 ©1 SASH TOP & BOTT. RAIL MAT'L: 6063 —T5 DWG #4105 Z j }6 /w EXTRUSION & CORNER CONSTRUCTION DETAILS TWO: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 MID -RISE, ALUM. HORIZONTAL ROLLER Robert L Clark, P.E. P.O. BOX 1529 Ser Aloolek SeeN: mWit: Drai No. Rex. PE J39712 NOKOM FL 34274 or 4121 -2 C Structural HR -8 i 0 NTS 4 5 1. 115" 2�7 SASH SIDE RAIL MAT'L 6063 —T5 DWG #4007 0000 6781* • • • • s••• 0000• "41 •• 4 0.00•• .050 •�••• 30 7/16 LAMIO&W* W/GRILLJdI'00 0000 ;•••• miii 6063 —ft? • • *000 • ..... DWG #9860 •••• s • • • • •• s • • 0000• 1.096'-!—* •• 0000 •••e•• 0000 • • 0000•• 050" .678" • • • • s • NOM. • ••• • 0000 PA .050" • • Q1 7/16 LAMI BEAD MAT'L: 6063 —T5 DWG #4222A Approved UCa.Po+nlViOR Z j }6 /w EXTRUSION & CORNER CONSTRUCTION DETAILS TWO: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 MID -RISE, ALUM. HORIZONTAL ROLLER Robert L Clark, P.E. P.O. BOX 1529 Ser Aloolek SeeN: mWit: Drai No. Rex. PE J39712 NOKOM FL 34274 or 4121 -2 C Structural HR -8 i 0 NTS 4 5 APPROVED WOOD BUCK ® (SEE NOTE 5)-\ ` ' ? ' 1 1/4- MIN 1/4" MAX SHIM 1/4" TAPCON W/ #12 HO , (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED 2x WOOD BUCK (SEE. NOTE 4) 3. 1/4" MAX SHIM �- #12 OR #14 WOOD SCREW (SEE NOTE 2) TYPICAL HEAD SECTION WOOD ANCHORING #12 OR #14 WOOD SCREW (SEE NOTE 2) t /4" MAX m SHIM 1/4" MIN + :. APPROVED 2x WOOD BUCK (SEE NOTE 4) TYPICAL SILL SECTION SUBSTRATE ANCHORING TYPICAL SILL, SECTION WOOD ANCHORING TABLE 3. 1/4" MAX S WOOD SCREW EMBEDMENT MINIMUM EMBEDMENT DIMENSION 12 SCREW 14 SCREW 1 1/2" #12 OR #14 WOOD SCREW (SEE NOTE 2) 1/4" MAX SHIM -+ 1 1/4" MIN APPROVED 2x WOOD I A (SEE N01 TYPICAL JAMB SECTION = .:,,.. WnOD ANCHOFZK� 1/4" TAPCON W/ #12 HD • (SEE NOTE 1) • 09. APPROVED WOOD BUCK • s • • • • • (SEE NOTE 5) • • • • • • • •• • • • • • • • • • • • TYPICAL JAMB SECTION • • • • • • • SUBSTRATE ANCHORING • •••• �1/4 MAX SHIM • • • NOTES: • • • • • • • 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. • • 0000 • "LE 2. SEE SHEET 1 OF 5 FOR PRESSURE LIMITATIONS WHEN ANCH%lNe 000* WITH WOOD SCREWS. • 3. REFERENCE TEST REPORT: FTL -3373 • 4. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 5. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. f� L Ro art L. Clark, P.E. PE #39712 Structural T u bifflKIR THIS 3. •••••• ANCHORAGE 7ift: 10NOKOMIS.�275VE MID —RISE, ALUM. HORIZONTAL ROLLER P.O.. BOX 15290`: OrarNg �. Rev: NOKOMIS. FL 34274 HR -810 NTS 1 5 cf 5 4121-2 C LW� ij �� =��• •• • • • •• •• • JAN 0 9 2001 ' •' MIAMIDAI]E.�'�1 see 0 . . . . . . . . . . . . BUILDING CODE COMPLIANCE OFFIM MCCO) :: •: :: : PRODUCT CONTROL DIVISION • *00 • • 0 • NOTICE OF ACCEPTANCE- ( -NOAc) . • .: • .: • • . • • PGT Industries .. • • • • • • • • 1070 Technology Drive Nokomis, FL 34275 M A ME )Z lu- LIMING 140 WEST 'S 1603 A 3 1563 (305) 90 F (305) 5 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade .County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to . have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IIPW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists.of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. J �\ NOA No 03. 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 ... . . . ... . . . . . . . . . . . . ... . . . . .. . PGT Industries y • • • .... .... .. . NOTICE OF AL'CkTAI'QCE: Y, VIINCE SUBMITTED A. DRAWINGS • �iwieegoi ...... . 1. Manufacturer's die 1.:srctiou• •.' 2. Drawing No. 42594, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration. Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex L Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E -1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 0000... 0000 PGT Industries 0 • • • 0000 0000 . . . .. . .. .. ... NOTICE OF %CGIPTA FA 0 tVI fNtE SUBMITTED F. STATEMENTS 0 0 0 0 0 0 0 0 0 0 0 0 1. Laboratory compliance er�o;1'vj laporttp. FTL -3835, issued by Fenestration Testing jsa4o*tCV, IDc;, dated W/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03. 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3M6" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1 /16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT" STRENGTHENED GLASS, A 7 /16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI-DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 130094 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. NOA DRAWING77ABLE OF CONTENTS SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED_ ............ 3 sees•• 4 • • • • sees • SECTIONS, FLANGED ................... • • CORNER ASS'Y, FLANGED........... *:Sees sees • CORNER ASS Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 • 00• • 1 & 10 sees• •• • ••• • • sees• Sees •• • 0 • e •00• •• •ses•• :see.: • • ••e 0 0 : 000• e • e • .. *:sees 0000 e e • 0000 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3M6" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1 /16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT" STRENGTHENED GLASS, A 7 /16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI-DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 130094 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. NOA DRAWING77ABLE OF CONTENTS SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED_ ............ 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED ...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS'Y, FLANGED........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST ..... ............................... 9 ANCHORAGE .. ............................... 1 & 10 :3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) • HEAD & SILL: MAX. 8112" FROM CORNERS • MAX. 11" O.C. • • JAMBS: A MAX. 8 1/2" FROM CORNERS • • MAX. 11" O.C. •;DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) • 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 21/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) • HEAD & SILL: AT EACH CORNER • • MAX. 5" O.C. • e JAMBS: AT EACH CORNER • MAX. 5" O.C. S. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. `8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 I� ...- .... �. .� .... .��... ..... .._ P.O. BOX 1628 enrmbcK 8�t� rooXOMw Ft S274 ws7bly Hette PW-701 NTS 1 + 10 4258 -4 fwvrr.�xi Rob�edL CWK P.E. PE #39712 9h whales 0000.. 0000.. 0000.. 0000• 0000• 0000•• 0000•• • • 0000.. •. I 1116" LAMI GLASS NOMINAL 7/16" LAMI GLASS NOMINAL 0000 7/16 LAMI GLASS NOMINAL 0000 3/16" ANNEALED OR HEAT 0000 .. STRENGTHENED GLASS 0000 •• .090 DUPONT BUTACITE OR .••• •• SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM 000.0• • • • 0000 3116" HEAT . •.0• I 1116" LAMI GLASS NOMINAL 10 17 OR 21 18 0 22 • 11 bee OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM • • GLASS BITE GLASS BITE •• • 13 2 13 14 OR 15 14 OR 15 7/16" LAMI GLAZING DETAIL 1 1/160 LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) r n.k rm romrECNNOCamravrvo: � GLAZING DETAILS NOKONIS, R 34775 50i' ALUM /NUM_PICTUR£ WINDOW, IMPACT F.K Y fYfBJ03 NO CHANGE THIS SHEET P.4 BOX 1528 _ F3ob"it 09 P.E. %4slbly Bette """` er NTS 2 w 10 � 4259-0 A smwu� F.K. 7/14/03 7/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3116" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE PVB INTERLAYER 3116" HEAT 3116" HEAT STRENGTHENED 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS GLASS 12 10 17 OR 21 18 0 22 • 11 bee OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM • • GLASS BITE GLASS BITE •• • 13 2 13 14 OR 15 14 OR 15 7/16" LAMI GLAZING DETAIL 1 1/160 LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) r n.k rm romrECNNOCamravrvo: � GLAZING DETAILS NOKONIS, R 34775 50i' ALUM /NUM_PICTUR£ WINDOW, IMPACT F.K Y fYfBJ03 NO CHANGE THIS SHEET P.4 BOX 1528 _ F3ob"it 09 P.E. %4slbly Bette """` er NTS 2 w 10 � 4259-0 A smwu� F.K. 7/14/03 Y • • • • • • i • • • f • • • HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SO. FT. OR MAX. AREA = 20.71 SO. FT. OR MAX. AREA = 25.22 SQ. FAN MAX. SIZE = 96'X 47" OR MAX. AREA = 24.47 SO. FT. • • • HALF CIRCLE MAX. SIZE = 96"X 48" OR MAX. AREA = 25.13 SO. FT. ELLIPTICAL MAX SIZE = 96" X 47" OR MAX. AREA = 31.99 SO. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. j— --- 96" MAX. ---- ----�j 48" MAX. L NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. P.O. BOX 1618 NOKOW, FL3Q74 Visibly Bette PW.781 i4" K. i ro /I FT. 11 1 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SQ. FT. �f ATIONS 'URE WINDOW, IMPACT _ R b. L Clerk. P.E. ""• a•"•^° PEa1a 3 s 10 42591 A strucwra 00.00• • 0000• 0000• 0000•• 0000•• • • • 0000•• •• HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SO. FT. 1:. // / • FAN • MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. • • OR MAX. AREA = 25.13 SO. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA =19.63 SO. FT, OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. EYEBROW MAX. SIZE = 96"X 48" OR MAX. AREA = 31.99 SQ. FT. 1= 96" MAX. 93114" MAX. DLO — e�rr�rwu�a r QUARTER CIRCLE MAX. SIZE = 68"X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X OR MAX. AREA = 31.99 S f"3A. ON = 40 - A .Y9 NOTE; OR MAX. AREA = 32.00 SO. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 $ 5, SHEET 1 AND SHEET 10, DETAILS A 8r B. NOKOUK FL 34276 P.O. BOX 1528 NOKOWS, FL 34274 MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SO. FT. �I Nr I ti TRAPEZOID MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SO. FT. PW-701 NT5 4 d 10 4259 14 l R"h"r1L G"1k, P.E. PE 898712 sa,kmrw 0000 • •00• • 0000 .• •• :* •• • 0000 •••• ••• • a • •••• ••• • ••0• • • •0•• 0.00.0 • • 0*00 • •••• HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SO. FT. 1:. // / • FAN • MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. • • OR MAX. AREA = 25.13 SO. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA =19.63 SO. FT, OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. EYEBROW MAX. SIZE = 96"X 48" OR MAX. AREA = 31.99 SQ. FT. 1= 96" MAX. 93114" MAX. DLO — e�rr�rwu�a r QUARTER CIRCLE MAX. SIZE = 68"X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X OR MAX. AREA = 31.99 S f"3A. ON = 40 - A .Y9 NOTE; OR MAX. AREA = 32.00 SO. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 $ 5, SHEET 1 AND SHEET 10, DETAILS A 8r B. NOKOUK FL 34276 P.O. BOX 1528 NOKOWS, FL 34274 MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SO. FT. �I Nr I ti TRAPEZOID MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SO. FT. PW-701 NT5 4 d 10 4259 14 l R"h"r1L G"1k, P.E. PE 898712 sa,kmrw )MPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7116" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAM[ I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A,.090,3/16- HS) D. 1 1/16" LAMI I.G. 3/16HS 7/16" SPACE 7/16" LAMI 3/16H5 .090 3/16" H: INDOW1 I WINDOW HEIGHT 49.000 B &D •. -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 AREA SQ.FT. 9. 9 a 11 13. 44 15. 13 15.623 16.333 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.7 -76.7 74.0 -75.2 74.0 -74.0 54.500 B &D 80.0 1 -80.0 80.0 - 80.0 80.0 -80.0 80.0 1 - 80.0 80.0 1 - 80.0 80.0 1 -80.0 AREAS .FT. 10.78 12868 1.4.950 17.031 11.599 78.167 A&C 80.0 -80.0 80.0 -80.0 • -74.0 69.9 -69.9 67.2 X8.6 67.2 • • . • 80.0 -80.0 80.0 •••••• •••• • 80.0 • • 80.0 - 80.0 •••• -80.0 )MPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7116" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAM[ I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A,.090,3/16- HS) D. 1 1/16" LAMI I.G. 3/16HS 7/16" SPACE 7/16" LAMI 3/16H5 .090 3/16" H: INDOW1 I WINDOW HEIGHT 49.000 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 AREA SQ.FT. 9. 9 a 11 13. 44 15. 13 15.623 16.333 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.7 -76.7 74.0 -75.2 74.0 -74.0 54.500 B &D 80.0 1 -80.0 80.0 - 80.0 80.0 -80.0 80.0 1 - 80.0 80.0 1 - 80.0 80.0 1 -80.0 AREAS .FT. 10.78 12868 1.4.950 17.031 11.599 78.167 A&C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 X8.6 67.2 000 B &D 80.0 -80.0 80.0 -80.0 80.0 1 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 AREAS .FT. 11.875 14.167 1 16.456 7d.750 79.375 0•0w A &C 80.0 -80.0 80.0 1 -80.0 68.5 - 68.5 63.5 -63.5 61.3 1 -62.3 61.3 1 -61.3 65.500 B &D 80.0 1 -80.0 80.0 1 -807 80.0 - 80.0 80.0 -80.0 80.0 1 - 80.0 80.0 -80.0 • AREA SQ.FT. 12.964 15,465 17.967 20.469 27.151 21.833 A &C 80.0 -80.0 79.4 -79.4 63.7 -63.7 57.9 - 57.9 56.1 - 57.1 56.1 -56.1 71.000 • B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 AREA SQ.FT. 14.052 16.764 19.476 22.158 22.927 23.66 A C 80.0 -80.0 76.8 -76.8 59.7 -59.7 52.8 -52.8 51.9 -52.1 51.9 -51.9 • 76.500 B &D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • AREAS .FT. 15.141 18.063 20.984 23.906 24.703 25.500 A &C 80.0 -80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 • 82 000 B &D 80.0 - 80.0 80.0 -80.0. 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 ' AREA S .FT. 16.229 19.361 22.493 25.62 26.47 27. ' A &C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 -43.2 43.4 -43.4 X87'500 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 AREA S .FT. 17.318 20.660 24.002 Z7.344 28.255 29.167 A &C 80.0 -80.0 69.1 -69.1 51.4 -51.4 42.5 -42.5 40.7 -41.0 40.7 -40.7 93.000 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 AREAS .FT. 18.406 21.956 51c; zy.u63 z .063 3 30.031 31. 96 000 A &C 80.0 - 80.0 68.8 1 -68.8 50.4- 1 -50.4 41.6 1 -41.6 39.4 1 -40.1 39.4 -39.4 B &D 80.0 1 -80.0 80.0 L -80.0 1 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 76.6 1 -76.6 AREAS .FT. 19.000 22. 667 1 26.W3 30.000 31.000 32.000 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1k" TAPCONS. DESIGN PRESSURES ARE LIMtTED TO + /-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST .TANGUL -E IN TABLE 1 WHICH THEIR OVERALL WIDTH Ah n HEIGHT DIMFNS I Y PIT WTI4IN- a. 1070 TECHNOLOGY DRIVE AGED UNIT DESIGN PRESSURES NOKCWSB FL 94275 ALUMINUM PICTURE WINDOW, IMPACT P.O. BOX 1528 c�rd� CHANGE ANCHORING tMiH #12 SCREWS AICKOM73 FL 34274 Visibly Bette �" ten- � F.K. 7 /t4ro3 PW7O1 NTS 5 10 4259 -4 P f� •�� I I All Robert L Clerk, P.E. PE 138712 swcam • • )MPARATIVE ANALYSIS TABLE 2. A. 7116" LAMINATED GLASS (3116 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3116 "HS, .090, 3/16HS) C.1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAM1(3116A,.090,3/16!' HS) D. 1 1/16" LAMI I.G. 3/16HS 7116" SPACE 7/16" LAMI 3/16HS . 3/16" H: INDOW WINDOW HEIGHT 11 49.000 1 54.500 1 60.000 1 65.500 :71.000 ham au.0 a15.4 -an.g a<+.o -�.o as.» B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 84.0 -80.0 8D.0 -80.0 80.D -SQ_0 •76.500 �VV B &D VV.v 80.0 -w.v -80.0 r0% -1 L.V -80.0 Jl.t 80.0 -JI.1 -80.0 JI.J 80.0 -V I.J -80.0 JI.V 80.0 -J I.J -80.0 :71.V 86.0 -80.0 ..•••• ..•. • 20.984 23.906 24.703- 25.500 82.000 A&G • -80.0 69.4 •••••• •••• •• 47.2 -47.2 46.6 ..... .. . .... • B &D 1 80.0 ..... .... ... 1 80.0 • s • 1 -80.0 1 80.0 1 -80.0 1 80.0 1 -80.0 -79.7 76.0 -76.0 AREAS .FT. 1&406 • 25.510 29.063 30.-031 31.000 96.000 A &C 80.0 -80.0 1 63.9 - 63.9 a 48.0 1 48.0 1 40.2 1 -40.2 • 39.0 1 -39.0 B &D )MPARATIVE ANALYSIS TABLE 2. A. 7116" LAMINATED GLASS (3116 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3116 "HS, .090, 3/16HS) C.1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAM1(3116A,.090,3/16!' HS) D. 1 1/16" LAMI I.G. 3/16HS 7116" SPACE 7/16" LAMI 3/16HS . 3/16" H: INDOW WINDOW HEIGHT 11 49.000 1 54.500 1 60.000 1 65.500 :71.000 ham au.0 a15.4 -an.g a<+.o -�.o as.» B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 84.0 -80.0 8D.0 -80.0 80.D -SQ_0 •76.500 �VV B &D VV.v 80.0 -w.v -80.0 r0% -1 L.V -80.0 Jl.t 80.0 -JI.1 -80.0 JI.J 80.0 -V I.J -80.0 JI.V 80.0 -J I.J -80.0 :71.V 86.0 -80.0 • AREAS .FT. 15.141 18.063 20.984 23.906 24.703- 25.500 82.000 A&G 80.0 -80.0 69.4 -69.4 53.8 -53.8 47.2 -47.2 46.6 -46.9 46.6 -46.6 • B &D 1 80.0 1 -80.0 1 80.0 1 -80.0 1 80.0 1 - 80.0 1 80.0 1 -80.0 1 80.0 1 -80.0 1 80.0 1 -80.0 •87.500 V JV i 1MV B &D vV.N 80.0 -VV.V -80.0 w.7 -V V.7 80.0 - 80.0 J I.V 80.0 - t.V -80.0 RL.V 80.0 --TL.V -80.0 'TJ. 1 80.0 -VG.! 1 -80.0 -aJ. 1 80.0 HIV. 1 1 -80.0 w +.. """ • AREAS .FT. 17.318 0.660 24.002 27.344 2 .255 29.167 93.000 A &C 80.0 -80.0 65.0 -65.0 48.9 -48.9 41.2 -472 40,4 40.2 40.4 40.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.0 -76.0 AREAS .FT. 1&406 21.956 25.510 29.063 30.-031 31.000 96.000 A &C 80.0 -80.0 1 63.9 - 63.9 a 48.0 1 48.0 1 40.2 1 -40.2 39.0 1 -38.9 1 39.0 1 -39.0 B &D 80.0 -80.0 1 80.0 -80.0 1 80.0 1 -80.0 80.0 1 -80.0 1 76.9 1 - 76.9 1 73.1 -731 AREAS .FT. 19.000 22.6 26.3 30. 31.000 .000 I 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1- -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST R ECTANGULAR TABLE 2. WHICH THEIR OVERALL TH AND HEIGHT DIMENS NBC PL 1070 M"OLOOYDRIVE NOKOU'A FL 34275 P.O. BOX 1879 NOK0409 FL 94274 INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Robert L. Clerk M PE*39712 St MMw "• FK Gr fYiS/03 A CHANGE NOTE 1 ANCHORING WITH 912 SCREWS er. F.K. Vslbly Bette ` m NTS B a 10 M4259 -4 " A • ••••s • • • • • • • •. • ••• • • • • • •' • 2 OUTSIDE 17 18 21 22 DAYLIGHT OPENING - MAX. WINDOW WIDTH .HORIZONTAL SECTION (FLANGE FPA""C:l SCREWED CO NER A (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOV HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASST (FLANGE FRAME) PA BOX 1- NOKOVA FL 34274 DA OI VERTICAL SECTION j (FLANGE FRAME) . ALUMINUM PICTURE WINDOW, IMPAC irrwwr sr.. e,w+oaa PW701 NTS 1 7 r 10 4258-0 ♦H•�f1�'iIi P4bwl I Clerk P.E. PEOM12 SWch-1 0000•• 0000•• 0000• 0000. 0000•• 0000•. • • w 0000•• •• • •.9 0000 • o 0000 0000 0000 9 . 0000 • 0000•• • • 0000 • 0900 • 2.784" OUTSIDE 10 11 17 18 21 22 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) . ALONG 8 ENTIRE JOINT • "• 7 7 "SCREWED CORNER ASS'Y :*(INTEGRAL FIN FRAME) • ALONG ENTIRE JOINT KEYED. CORNER ASS1Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASSY (INTEGRAL FIN FRAME) Nowuls, FL 5{175 1211588 A NO CHANGE THIS SHEET P•0.. BOX ISM uro: — NOKOMIS, FL 59174 7714#.3 2.784" MAX. WINDOW HEIGHT VERTICAL SECTION (INTEGRAL FIN FRAME) n� L Clerk, P.E. PE #39711 s,�rw SECTIONS INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT r m1 I— NTS a - Ta ' 42594 A • • • • • w •• • ••• • • • • • • • • • • 1 42WA 64256 2 4253 64253 7 1155 781 PQX 6 10 4255 64255 11 4254 64254 12 1224 GTP247 13 4224 14 15 17 18 :.-T:20 4262 • • • :21 • •22 INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB 98 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 11/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, 7/16' LAMI GLASS: 3116" ANNEALED -.090 DUPONT . BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1116 LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16 ":ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 64262 ARCHITECTURAL CORNER KEY 7/1 M GLASS: 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM_ PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16 AIRSPACE - 3/16 HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT • .970 —{ • I .050" 975" ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 .346 --I f -- .976" .050" - q I ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 saes, a sum P.O. BOX 1528 NOKOWSB FL 84274 Visibly 1.875" 7 --11 -- .062" F _ 2.784" 2.784" 2.5W .062" F�- .077" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A �- ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 _EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPAC su NTS m 10 cRH. 4259-4 . !!!!!!Robert L CWM P.E. PE 438712 Syuoaxal — .0000• 0000•• • • • 0000•• 000.0 0000• . 0 • • • . • • • • • • • • • • • • 0000 • • • • • • • .130" DIA. x 2 1/2" � AT CORNE AND 5" WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1 /4" MAX. SHIM ' f T� " " T 11/2�MIN. EMBEDMENT • 1/4" TAPCON, 81/2" MAX. FROM • CORNERS & 11" MAX. O.C. Q ff—if A (SEE NOTE 1) • • • 1/4" MAX. SHIM • �d • 11/4" MIN. • 9• '• �• !o• o.:.:.:. v EMBEDMENT CONCRETE #12 SCREW, 81/2" MAX. FROM CORNERS & IV MAX. O.C. zx WUUU t3UUK J (SEE NOTE 2) INTEGRAL FIN DETAIL B 114" MAX. SHIM 1 1 112" MIN. #12 SCREW, 8112" MAX.) FROM CORNERS & 11" MAX. O.C. 114" MAX. T� SHIM 1 2x WOOD BUCK J (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FRO CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 114" MAX. SHIM 1 1/4" MIN. EMBEDMENT: : a ` 1x WOOD BUCK (SEE NOTE 2) SOLID CONCRETE FOR HEAD &SILL OR HOLLOW BLOCK FOR JAMBS NOTES: FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHES TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. V 7ECMaoGyDRNE MIYL47VfViVC - 17CMLJ, .TILL MIYV Jl4IYID.7 MOKOMA FL 34275 m v089xrm ALUMINUM PICTURE WINDOW, IMPACT ROKOMI9, FL 34274 Visibly Sett °;;7 — vex70r NTS 10 10 4259 -4 I7 Ro6a1 L park, P.E• PE 839712 9tru"hval 0000 • • 0000 • • s 0 0000 0000 • •• 0000 • ••• • • • • • • • • • • • • • • • • 0000 .130" DIA. x 2 1/2" � AT CORNE AND 5" WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1 /4" MAX. SHIM ' f T� " " T 11/2�MIN. EMBEDMENT • 1/4" TAPCON, 81/2" MAX. FROM • CORNERS & 11" MAX. O.C. Q ff—if A (SEE NOTE 1) • • • 1/4" MAX. SHIM • �d • 11/4" MIN. • 9• '• �• !o• o.:.:.:. v EMBEDMENT CONCRETE #12 SCREW, 81/2" MAX. FROM CORNERS & IV MAX. O.C. zx WUUU t3UUK J (SEE NOTE 2) INTEGRAL FIN DETAIL B 114" MAX. SHIM 1 1 112" MIN. #12 SCREW, 8112" MAX.) FROM CORNERS & 11" MAX. O.C. 114" MAX. T� SHIM 1 2x WOOD BUCK J (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FRO CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 114" MAX. SHIM 1 1/4" MIN. EMBEDMENT: : a ` 1x WOOD BUCK (SEE NOTE 2) SOLID CONCRETE FOR HEAD &SILL OR HOLLOW BLOCK FOR JAMBS NOTES: FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHES TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. V 7ECMaoGyDRNE MIYL47VfViVC - 17CMLJ, .TILL MIYV Jl4IYID.7 MOKOMA FL 34275 m v089xrm ALUMINUM PICTURE WINDOW, IMPACT ROKOMI9, FL 34274 Visibly Sett °;;7 — vex70r NTS 10 10 4259 -4 I7 Ro6a1 L park, P.E• PE 839712 9tru"hval PGT Industries =�ur P.O. Box 1529 JAN Q 9 2007, Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 1lraterials. 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 (AM. 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidefltes - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09 -27-06, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NQA shall be projideo tp th% juser by the manufacturer or its distributors and shall be available for inspection at fhe job �te� a4flit rlg4 Est cf the Building Official. This NOA revises NOA # 02- 0927.13 bpd, mists of � pag7� ).dswell as approval document mentioned above. The submitted documentation was reviewed by IsIL q L•ChanAa J • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • NOA No. 06. 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 r PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02- 0927.13) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, RE 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, Prepared, signed an4segIW by.Robert.L.,,04, P.E. (transferred from file #02- 0927.13) : `.. . . ; ; ; 3. Glazing complies ;with "-1:3(;0;)'b L,I,1h•�� shaq L Chanda, P.E. Product Control Examiner • `• •" . `. ': ` . `. NOA No. 06 41807.07 • ` : : : • : : • : : : Expiration Date: February 13, 2008 . • • • • • . • Approval Date: November 08, 2006 E -1 . •• .. . • • .• .• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12111/2010. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, RE 6. Meeting Summary dated January 26,1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02- 0927.13. 2. E -mail correspondences dated May - September 2006 between PGT and BCCO. 3. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999 (Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02. E. 12• • • • Uha4 L Chauda, P.E. Product Control Examiner • . • . NOA No. 06- 0807.07 • txreiration Date: February 13, 2008 • •Approval Date: November 08, 2006 • . . • • • . . .. .. . . . .. • .. ••! • • • •10 • • • 36 1/8" MAX. 33 3/8" _ - MAX. DLO DLO TYP. oxxo - 71 314' MAX. — 25" MAX. DLO TIV i i DEADD- -BOLT- 25 " MAX. DLO � INACTI SLIDE 80LT (INNAACTIVE) \' TOP & SOT. ® 2 POINT LOCK ITEM 41N_ (ACTIVE) 36 1/8" MAX. _ 33 3/8" _ MAX. DLO • • ITEM 32 MAX. • • • • • • • • • • ASTRAGAL INTERSEC77ON • • • (SEE NOTE 6 & CLUSTER •••• •••• • • • • ® DETAILS A, 8, £ & F, SHEET 3) • • • • HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) LARGE MISSILE IMPACT DOORS TYPICAL ALL CONFIGURATIONS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION i - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 - .402 (3/8'7 LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE: THE 33 11396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT 13 7/4" HINGE TYP. 96" - -T MAX. 85 1/8" _. MAX. DLO TYP. CENTERLINE HINGE LOC. TYR. HINGE LOC. TYP. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. '4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ® ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. /} 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). / 8.) CONFIGURATIONS: OXXO, QZ(Q, Qx, X2, _M, X AND Q Rob. L. Clark, P.F. PE 1)39712 Structural 36 118" MAX. _ 33 3/8" _ MAX. DLO 2 POINT ® TEM 41PTION (ACTIVE) oxo 37 112° MAX. 36 118° MAX. _ 25° MAX. I 33 3/8° DLO 1, MAX DLO ACTIVE I , I � II ITEM 32 39 1/2" II / 1 11 11 // 6 112" MAX -I--� ( \ 73 112° MAX. O.C. - �I ---1I DOOR- SIDELITE NNTERSECTim (NOTE 6 & CLUSTER DETAILS, C. D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - QONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS MARKED ® 21` MAX, O.C. CONCRETE 13 1/2" MAX. O.C. WOOD TYPICAL ALL CONFIG. DAM 6" MAX. 4MONQ- � wlilPholl6v ELEVATIONS OXXO & 0X0 Tina: ' °N W °34 7.5 ALUMINUM FRENCH DOOR W1 SIDELITES A.O. BOX 1529 S°^°°% 1t 5-W 1 Sh-F Orawtng No. NOKOMIS, FL 34274 FD- 101 NTS 1 of g 972 85 1/8" MAX. OLD 7YP. • • MJDT. xx 71 314" MAX 25" MAX. 25" MAX, DLO DLO �OL I r r A TIV j i / DEAD - BOLT -- ITEM 32 \ INACTI E sL1oE eoL� ITEM 21 \ (INACTIVE) \ TOP & BOT. ® 2 POINT LOCK OPTION ITEM 41 (ACTIVE) / / _x 37 112' MAX. 25" MAX. DLO 13 1/4" HINGE LOC. TYP. II \ACTIVE --T II (I ` II `, it \ 13 1/2" I MAX. O.C. 85 f /8" 2 POINT MAX. - 4t E K OPTION WOOD OR 6 ®ITM CONCRETE DLO DLO 9 ( ACTNE) TYPICAL rTEM 322 & L j( II � 96" HINGE INE MAX. LOCATION Tm II / 13 1/4" II HINGE LOC. TIP. . • • • • • • • • • • • • • y ASTRAGAL INTERSECTION • • • • • q"`r -- (SEE NOTE 6 & CLUSTER • • • •6 DETAILS A, A £ & F, SHEET 3) STILL YPICAL ALL CONFIGURATIONS 85 1/8" MAX. DLO i f /8" MAX. DLO TYP. X O O R O X (XO SHOWN) 37 1/2" MAX. 36 118" MAX. ,_ 25" MAX. 33 318" OLD MAX. DLO ACTIVE 2 POINT ® LOCK OPTION ITEM 41 I I O'EAI 32•,•x/ II / 1/2" �I / 6 112" M4X.4� 6 1/2" MAX \ / 13 112" MAX. O.G IJ 1/1" MAX. O.C. DOOR— Sl0ELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C. D, G & H, SHEET 3) ANCHORAGE CON01T70N HEAD — CONC (3), WOOD (7) SILL — CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS /8" 3 ---v aDO °k 36 X. m 13 112" WIDTH MAXI O.C. 6 `MAX. 21' MAX. O.C. CONCRETE i 13 112" MAX. O.C. 0000 96" MAX. HEIGHT i ® 21" MAX. O.C. 13 1/2" ukt. 0. C. WOOD 6" MAX. IMrYa�LVS� owme F- REl3ISE ANCHORAGE /L�// OncnPNar. ELEVATIONS — XX, X XO, OX AND 0 1070 TECHNOLOGY DR&r Tom: NOKOWS, a 34275 ALUMINUM FRENCH DOOR W1 SIDELITES RoDa E L. Ct 12 P.E. P.O. BOX 1529 S-k. Sheet: 0o-orrin9 No. Rev. structural NOKOWS, a 34274 Fp- t O f NTS 2, 9 s)-z F PARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" ANI HEIGHTS CONFlG. WIDTH 79.750 1 83.750 67.750 91.750 95.750 30.000 +75.0; -75.0 +75.0 -75.0 +75.0' -75.0 +75.0; -75.0 +75.0; -75.0 0 33.000 +75.01-75.0 +75,0 -75.0 +75.01 -75.0 +74.2; -74.2 +71.9; -71.9 36.125 +75.01-75.0 +75.0 -7570 +71.5 -71.5 +67.8 i $7.8 +64,4: -64.4 X 37.500 +76.01-75.0 +75.0 -75.0 +75.0. -75.0 +75.01 -75.0 +75.01 -75.0 XX 71.750 1+75-0145.0 +75.0' -75.0 +75.0: -75.0 +75.01 -75.0 +75.0 -75.0 OM XO, OXO, O)M DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTIONS T, 3 AND 4 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) 7/16" LAMI (3/16" HEAT STRENGTHENED .090 PVB 3118" ANNEALED) 7116" LAM[ (3/jX HEAT STRENGTHENED .090 PVB 3118" HEAT STRENGTHENED) • : • • • • • HEIGHTS CONPIG. W • 79.750 • 88.750 87.750 91.750 95.750 00G' 361 ' +75.0 -75.0 +7 -75.0 +75.0 -75ff+75.O; +75.0+ -75.0 _X 37. +75.0 - 75.0 +75.0, -75 +75.01 -75A _ 71 • t75.0 -7.9, t .0 -75.0 +75.0; -75 +75.01-75.0 _, Off, O D (ALL H O 95.750) +75.0 ` -75.0 • ...I., - •- 4 Max. • -.a • a" Max. • . i x � x I - DETAIL A (ASTRAGAL HEAD) NOTES: 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 2. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.; GENERAL: DAY LIGHT OPENING (OLD) HEIGHT DOOR HEIGHT -10 7/8 ". SIDELITE DLO WIDTH SIDELITE WIDTH -2 3/4 ". DOOR PANEL DLO WIDTH PANEL WIDTH -12 1/2 ". 4.) THE DP FOR 2a 12x. Q3,Q AND =9 DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (Q) COMPONENT. 5.) APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD, A. 1/4" ELCO TAPCON B. 1/4" ELCO SS4 CRETE -FLEX C. #12 STEEL SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR 8 IN CONCRETE. ANCHOR TYPES A, 8 OR C IN WOOD. HEAD & SILL: 6 1/2" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. ® ANCHOR TYPES A OR @ CONCRETE SUBSTRATE• HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR - SIDELITE INTERSECTION: 4" MAX. ON SIDELITE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR- SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS 8 & D. SIDELITE JAM @S: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DOOR JAMBS: 6" MAX. FROM CORNERS AND 21" MAX. O.C. ANCHOR TYPES A. B OR C WOOD 1STRATE, HEAD AND SILL AT ASTRAGALS: 4", 1" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL AT DOOR- SIDELTE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDELITE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. a" Max. -{�� r a" MAX, 8° MAX. -{--[--_{ x o DETAIL (DOOR - SIDELITE HEAD) I CONCRETE SUBSTRATE x x 12" MAX. 1- _ t: i- I i 4" 8" MAX. - Ai 8 (ASTRAGAL SILL, x o 12" 4" MAX. DOOR- SIDELITE 12 MAX. 16" MAX 8 MAX. 84' --I 8 MAX. 4" MAX. x x x o 1 - - DETAIL E (ASTRAGAL HEAD) DETAIL (DOOR - SIDELITE HEAD) i WOOD SUBSTRATE x � x I 12" MAX. i-- }-t- -{ DETAIL F (ASTRAGAL SILL) fbert RL." flock, P.E PE 1}:.971'+ Scruclu.ol sm,w T X 0 16" MAX. 4" MAX. 12" DETAIL H (DOOR - SIDELITE SILL) PRESSURE TA ��iM/1e1W MO." 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ALUMINUM FRENCH DOOR W1 SlDEL1TES P.O. BOX 1329 SaHea/llodeh Scot'; SMel: Orowimg No. Rev: NOKOMS, TT, 34274 F0_ 101 NTS 3 a 9 972 F EXTERIOR 3116" HEAT STRENGTHENED 3116" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 090 INTERLAYER (SEE NOTE) -1/8" ANNEALED 118" ANNEALED EXTERIOR EXTERIOR 3116" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) -1/8" HEAT STRENGTHENED ®TERIOR 3116" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) .1/8" HEAT STRENGTHENED EXTERIOR 3116" HEAT STRENGTT' -" - .090 INTERLAYER (SE - 3116" ANNEALED E STRENGTHENED AYER (SEE NOTE) EALED ' • • • • • • • SIDELI SIDELITES DOOR SIDELITES • • • • , • ,PIPING QPTION 1 GLAZING OPTION 2 GLAZING OPTION 3 • X402 (, /8 "t T£D .402 018') LAMINATED JZ16" LAMINATEQ • • • • • •3/16• HEAT SMR&AMED 3116" HEAT STRENGTHENED • • • • .690 INTERLAYER (9EIE NOTE) 090 INTERLAYER (SEE NOTE) t • J, 1%' HEAT tWWYi�N£D 3116" HEAT STRENGTHENED � • • 4 ••• 4 • • • 3 • 271 • .271 NOTE: INTERLAYER MAY BE DUPONT BUTACITE PVB OR SOLUTIA SAFLEX /KEEPSAFE MAXIMUM. EXTERIOR E v go � � TERIOR Carol- e Do e: visions: .�Iinucrt� 1� r� F.K. 7115105 E —NO CNG THIS SH7 Whim T vADO „ F.K. 9 O6 F -ADD SOLL+TTA dt EXT. °rown °oro: �f� D, 7 t2 99 B. DOOR SIDELITES // � oe+c8. J ie! GLAZING DETAILS GLAZING OPTION 4 TRro: 7/16" LAMINATED ' °'NOKOMiS FL J42 ALUMINUM FRENCH DOOR W SIDELITES Robert L. Clark, P.E PE #39712 P.O. 8t7X 1342 Salsa /�uoMr ScvM: Srts�t: meowing No. Rev: F REFERENCE TEST REPORT: FTL -2067 Structural N°K°M1$ F! 34274 FD -101 NTS 4 er .9 972 OUTSWING z s 1 s r s + Z5 MAX. I .3..3 88 DLO AWX OLU 68.264 OVERALL PANELS — OXX0 ® C OUTSWiNG 2 ] S 3.000 • • • • • • 0000• s • • • tr • •25 MAX 6x. • OLO • • • �j• • • • • 264 eOVERALL PANELS — . /1 /x .•••. •••• .... AC 0.000 •• • •••••• 0000• •••r 00 OUTSWING • • • .�. • • • • 37 112 0000 R. 0000 • • N M.. OUTSWIN 3 00 �l 1.750 0 V 25" MAX. INTERIOR DLO .71314 m i SEE SHEET 3 FOR ANCHORS ROUGH SIDELITE OPENING SEE SHEET 3 FOR ANCHORS 114 MAX. SHIM TYP. .B30 A 531 �/ tN J. 100 713,4 THRU ® DOOR 33 3/8 Q` MAX. DLO SEE SHEET 3 °'`' fOR ANCHOAS t.75o ROUGH 3.000 OPENING b25 MAX. s DLO ®A oto ' INTER10 i 96 MAX. HT. oursWlNG 1.479 1.479 EXTERIOR 5.459 4.586 1.48 t pp F-- 3.000 � ROUGH OPENING 85 1/8 -W"., OLo _ THRU SIDELITE —'I"' VERTICAL SECTIONS 1.4601 4- -4 .BSa �.d d°rmift r•w �� HORfZONTAL SECTIONS F.K. 7 15 06 E -ADD X & XX SECT. F.K. 9122106 LOCA' GYAt"AiION ROUGH D e. 7 r2 ss OPENING ---' SECTIONS Z'P d6 1070 TECNNCI.OGY ORrvE MIS; y N MW, FL 34275 ALUMINUM FRENCH DOOR W1 SIDELITES Robert Clark, P.E. Serin/MoCM: Scole: Sh-t: Oroein No. Rev: PE /39712 P.O. 80X 1529 c� 9 Structurol NOKOWS, FL 34274 FD— 101 NTJ 5 ol` 9 972 F • • d1 29 N K SY. T P AY INDUSTRIES FD3 TAY • • a 30 LUCK ACTIVE A.OKAP - HARLOCK 100 21 37 LOCK (DUMMY) HARLOCK WO • • • • • • • 2 -BOLT LOCK 7 77P HA- 820 ° • • • • ° of d t ! CREEN • • 34 SILICONE B 9 DOW CORNING 899 OR E UIV. ° • • • • • • • • 35 SIDELITE JAMB AL 63 -T6 50 WALL 60381 A UAL4X - i 36 SJDEL HEA R AL. 60 -T6 .0 5 WALL 60414 ALUMAX • • • • • • 9 7 SIDELI TTOM RAIL AL. 6063 -T6 .0 5 WALL 60415 Al. UMAX AF ° • 0000 • • • • 38 2 Laminated 187 HS .125 AnneoW w Dupont Butocrts P PPG. LOF • • � or olutio So ilex . Kee safe Maximum Inner Layer) ••••• •• • • • �® R 16SM5 W SM5504 ° • 40 SIDELITE JAMB ADAPTER (REINFORCEMENT) 67641 ALUMAX AF -11641 • • • • • • • • • ® 41 2 POINT LOCK OPTION ACTIVE PANELI 17978 LA ULLI & ASSOC. • • s 4 B x Ph. Fl. ek 7B3 T SPENCER PRODUCTS • • • • • • • • • ® ,s 43 .402 Laminated . f 7 HS .1 5 H w Dupont Butacits PVB PPG LOF ® or Soiutio Saflex Kee ofe Maximum Inner La er ° • • • 4 9 • ,©---� 4 DOOR AS AL 6 - .06 WALt 11 • • • • • • • • • • • —475--7/76- Laminated (3116" & J/16- ealed wl vupont PPG. LOF • •A�• ® Butocite PVB or Solutio Saflex ee safe Maximum Inner Love • �/� • • „ 46 1/76- omrnated (J/76 HS & 3 i6 H5 wl Dupont Butocits PPG LOF • • • • 1PVB or SofuUo Saflex Kee safe Maximum Inner layer) • • • • • *0000 • • s ® 47 FILLEff HEAD AQ4P7ER DRIP CAP AL 6063-T61.050 WALL 85.3.301T- ALUMAX 145626 OBVMD o. ,4 �W" Me !l°riAe I9 t8 J, � DETAIL I (bb: Revie7ora: F. K. 7115106 E- REMOVE OTY. COL. I (*� CD RwM - 4 MlYl1r e F.K. 9122106 CL94RIFY LOCKS 4J & 21 Drown Dab: 1e Q. B. 7112199 Deecnptron: ° BILL OF MATERIALS Iltlez �10NOKO34 DRIVE �/6 °MI� ALUMINUM FRENCH DOOR W1 SIDELITES Robert L. Clark, P.E. Ssrtes /Model: Scats: Stroet: Orowing No. Rev: PE #39712 P.O. BOX 1529 Structural NOKOMIS, FL 34274 FD -10 J NTS 6 ar 9 972 F .061 4.000 • • • • DOOR PANEL HEAD & SILL* • • • 6063 —TD • • 000410 0000 • • • • • • 0000• 0000 • •• •• 0000• • • ••0••• • •• • • ••• 1.6aQ 0000 •0• • ••00• • ••000• • e • •O *&VldFfi STR/P C4*N*EL 6063 —T5 ALUM. ••0• .375 1.0. 2.125 .12s 16 HINGE EXTRUSION 6063 —T5 ALUM. 4. O2 DOOR PANEL JAMB 6063 —T5 ALUM. .125 1.500 .750 11 TRUSS CLAMP 6063 —T5 ALUM. 1.750 4.100 .062 ODOOR PANEL, INTERIOR ASTRAGAL 6063 —T5 ALUM. 1.; 3.000 O7 FRAME HEAD 6063 —T6 ALUM. Robert L. Cork, P.E. PE /39712 1.7.50 .062 4.16 675 44 QDOOR PANEL, EXTERIOR ASTRAGAL 6063 —T5 ALUM. F 1.480 050 3.000 OFRAME JAMB 6063 —T6 ALUM. F 050 1, 489 f t- 3.000 OOUTSKING THRESHOLD 6063 —T6 ALUM. T ..... e. ReWefoft , F.K. 9 22 06 F —NO CH( F.K. 9 9 02 wxnptron: EXTRUSIONS PRO OMIIQIMN�9 i�•1�'I�elMi/e Wdft *6O. �° 4D117 ALUMINUM FRENCH DOOR W SIDELITES A.O. BOX f 529 S°d.. WEec Stab: Snese: Mvwing rlo. Rear NOKOMIS, FL 34274 FO -101 NTS 7 cI 9 972 F 4.586 SIDELITE BOTTOM RAIL 37 6063 —T6 ALUM. 0 1 .830 r- 2.980 .050 j OSIDELITE JAM6 ADAPTER 40 6063 -T6 ALUM. 5. OSIDELITE HEADER 36 6063 —T6 ALUM. 19 r, .050 3.000 062 1.578 • • • i 0000•• • 0000•• SIDELITE fi!!!s • 35 6063 —Tb• i!• Z • 0000•• 3.655 • + 3.111 • • • 050 .550 1.400 47 FELLER HEAD ADAPTER �j 6063 -T6 ALUM. 0000 0000 0000•• • •0000• • • 0000•• 0000•• 0000 • • 0000 •• +•• 0000 0000•• • 0000 0000•• • e .0000. ra•t�l�er /latlra -- - - a. - - �Mi/1• 06 F -ADO ITEE M 47 rn 6y: Date: F.K. 9 9 02 osxrlptlen: EXTRUSIONS PROFILES, SIDELITES 1070 TECHNOLOGY DRIW NOKOMIS. FL 34275 ALUMINUM FRENCH DOOR W1 SIDELITES Robert L. Clark, P.E. P.O. 80X 1529 Sataa/Modet ScoN: SAeat: D.aeing No. Rsv: PE ctturolZ NOKOMIS FL x4274 FD- 101 NTS 8 at 9 972 F MIN. L= 114" 1 3/8" II 114" 1 MAX. MIN. SHIM t 1 Ix WOOD BUCK (SEE NOTE 2) i 2x WOOD BUCK CONCRETE sEE NOTED TYP. HEAD WOOD E NOTEO1) - TYP. HEAD 1 1 MIN. N. � MIN. CONCRETE ANCHOR a • • (SEE NOTE 1) a MIN. 1/4" MAX. SHIM ANCHOR EU • x w0oo BUCK TYP. SIDELITE HEAD • • w • • SEE 7E 2) CONCRETE ANCHOR SODS CHOR _ _ • �. • .• _p (SEE TE 1) 33 – – • – – _ ° (SEE NOTE i) • s••• a-. ••••• •••• • •• 4 1 318" MIN. 1014" MAX .VY" � 1-- • • • • • � � • • • • • 1/4" MAX. SHIM 7x 8,000 BUCK .... • . • f l' . **:so • • • FX--T J _8• • • • TYP. JAfl�B (SEE NOTE 2) �' —' a �V •' • *so* • • • • TYP. SIDELITE SILL 1/4 MAX. SEE NOTE 4 1- 1 3/8" 11 MIN. 2x WOOD SWK tI (SEE NOTE 2) TYP. SILL NOTES: MIN. 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD _ WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITF SILL 2x WOOD BUCK (SEE NOTE 2) 1. FOR CONCRETE APPLICATIONS IN MIAMI –OADE COUNTY, USE ONLY MIAMI –DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE –FLEX. FOR WOOD APPLICATIONS USE x!12 STEEL SCREWS (G5), 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE –FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, TO BE #12 TRIMFTT HEAD. 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". WOOD 13UCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE), _ 4. IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L �TMni� (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, >M11rwtN 0 8 AND TRANSFER SHEAR LOAD TO SUBSTRATE. obert L Clark, P.E. PE 139712 Stmctuml ANCHORAGE tiLw i U'ww� 1 EDGE DIST. ~� nacrta m ANCHO tOMMOIMIS FL 3427 ALUMINUM FRENCH DOOR W1 SIDELITES P.O. BOX 1529 Sorta/ModM: Seale. S/roet: Orewing ft. Rov: WKOMIS, PL 34274 FD -101 NTS 9 a 9 972 F CONCRETE A14CHOR *Soo** • • • • • (SEE NOTE 1� • • • • i12 FH SMS • • • • • • • • • • 114" MAX. A1' JAMB SPACIiI� (SEE NOTES 6 & 7, SHT 3 • •S� NOTE 4 1 3/8-1111N. 11 C– t V .. . TYP. SILL WOOD ANCHOR (SEE NOTE 1) TYP. JA14 81SIDELITE 1/4 MAX. SEE NOTE 4 1- 1 3/8" 11 MIN. 2x WOOD SWK tI (SEE NOTE 2) TYP. SILL NOTES: MIN. 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD _ WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITF SILL 2x WOOD BUCK (SEE NOTE 2) 1. FOR CONCRETE APPLICATIONS IN MIAMI –OADE COUNTY, USE ONLY MIAMI –DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE –FLEX. FOR WOOD APPLICATIONS USE x!12 STEEL SCREWS (G5), 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE –FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, TO BE #12 TRIMFTT HEAD. 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". WOOD 13UCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE), _ 4. IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L �TMni� (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, >M11rwtN 0 8 AND TRANSFER SHEAR LOAD TO SUBSTRATE. obert L Clark, P.E. PE 139712 Stmctuml ANCHORAGE tiLw i U'ww� 1 EDGE DIST. ~� nacrta m ANCHO tOMMOIMIS FL 3427 ALUMINUM FRENCH DOOR W1 SIDELITES P.O. BOX 1529 Sorta/ModM: Seale. S/roet: Orewing ft. Rov: WKOMIS, PL 34274 FD -101 NTS 9 a 9 972 F COUNTY BUILDING CODE COMPLIANCE PRODUCT CONTROL D"ION NOTICE OF ACCEPT. PGT Industries 1070 Technology Drive Nokomis, FL 3427 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUKDING 140 WEST F LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 JAN 0 9 2001. L SCOPE: ,. ., - ---------------- Ms 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Sid. Wall - Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance.of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising 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 gt•thp rpgye4 of Jhe J3vjl4g Official. This NOA revises and renews NOA # 04- 0528.0 and, cbn§ists Of VCpdg41 and evidence pages E -1 and E-2, as well as approval document mentioned above. • . • : : : : : : • : • . The submitted documentation was reviewed by Jaime 1l•'Gasc6, p.E* - A, ft • .. ... NOA No 06.0125.06 / Scc�'` : : : : : : ' iration Date: June 28 2011 "�- . .gyp , Z�' �� :.. • . • • . • • . • : • • • •Approval Date: July 20, 2006 Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std, wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 040528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load. Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x314" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.044" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D. n, P.E. . .. ... .Chief, Product Control Division • NOA No 06-0125.06 .... .. .. . .. • expiration Date: Jum 28, 2011 . . . . . . . .. • • • • Approval Date: July 20, 2006 E -1 • • • • • • • ••• • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01108/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. .. ... .. . . ... J D. Gascoa, .E. • . Chief, Product Control Division • • NOA No 06.0125.06 . . . . .. . . . . . • • jpiration Date: June 28, 2011 . .. .... ... see Approval Date: July 20, 2006 E -2 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . . • • ANCHORS DETAIL B ", "r" no "n" Ar anru ANCHORS DET DETAIL A ANCHORS DETAIL B ", — "�,..T onTH ?•TOMS • • . • • .1•- r-- w --s- -� �---W I --�—W2 � � W3 H= H 1 +tf2 W= W I +W2 +W3 ,,,, •(,2 *tINDOtOs': &LED H = HI +H2 .:.. ...W/ONE .4BL_V_.E MULTIPLE WINDOWS MULLED %% DtRMININC i" PLOWABLE VONE ABOVE DESIGN PRESSUR.F.W.TOLES FOR DETERMINING MAX ALLOWABLE ON PAGF, 5 0 • 9 0 DESIGN PRESSURE SEE TABLES MI) 1t1r UP4VlNG =,H OAR. 1 +H2 ON PAGE 5 MUV. LENGTH = -I OR W l +W2 M3) MAX OPENING = H OR H l +H2 M2) Vt � OPW/NG = W OR W I+ W2 MULL LENGTH = W OR W 1 +W2 +W3 MULL LENGTH = HI M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = HI 1. THE 3 IIJX STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. R NCE TEST REPORTS FT'L -2902 2903 AND 2975 G" MULLIONS W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W I +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F. K"' 5 i0/06 AW NOTES 5 & 6 Roam 4. REFS E - ELCO TEXTRON NOA: 04- 0721.01, 03- 4225.05 F.K. V8/06 C -ADD TECH. REFS. ANSI /AF &PA NOS -2001 FOR WOOD CONSTRUCTION P.J.P. 4 28 00 AOM -2000 ALUMINUM DESIGN MANUAL N ossc�o: 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- 1 " STANDARD WALL, ELEVATIONS MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY = ab HURRICANE ZONE (HVHZ). �� 7070 TECHNOLOGY DRIVE 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS NOKOMIS, FL x4275 ALUMINUM TUBE CLIPPED MULLION TO THE STRUCTURE. ROb p3ait2' P.E. P.O. BOX 7329 Ssres />�de7: Shast. el Drowlr9 "° Rsw E 039 1 NOKOMIS, FL 34274 MULLS NTS 1 5 6220 D • • • • • • PGT lx MULLION 1" 2" OR 4" #12 FH SMS STAGGERED ON " #12 FH SMS 2" OR 4 "� STAGGERED ON 1 " MULL = OPPOSITE SIDES PGT 1x MULLION 1 OPPOSITE SIDES MULLION CLIP. CUT (SO AS NOT TO (SO AS NOT TO FLANGES OFF CLIP MIN.— INTERFERE WITH WOOD BUCK i INTERFERE WITH MIN "U" CHANNEL AND C TO FORM A — — EACH OTHER) REMPEW /� WOOD 2 — — EACH OTHER) SEE NOTE 3 2 (TYP} 63 . SEE NOTE 3 / _. INSTALL AS SHOWN 1i(TYP) 2h(TYP) — _ MASONRY ANCHOR — — _ 1j(TYP = =- -== SEE NOTES 1 & 3 PGT 1x MULLION #12 SCREW, ..:..,. . SEE — — SEE NOTE 3 NOTE 1 .. , . ' . NOTE 1 -.:..; ''., `:, FOR 1" MULL j " ...'• T- h PICAL MULLION TO MULLION INSTALLATION DETAIL A" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL C" 1" 2" OR 4" #12 FH SMS STAGGERED PGT Ix MULLION ON OPPOSITE SIDES 2" OR 4" #12 FH SMS STAGGERED ON AS NOT TO INTERFERE E OPPOSITE SIDES (SO AS NOT WITH EACH OTHER) TEEN INTERFERE EACH OTHER) SEE NOTES 2 & 3 � MIN. SEE NOTE 3 MIN WITH NOTE • • • •• bb • • • • • "(gyp) 1 j(TYp) `� ® SEE NOTES 2 & 3 2h( TYP )j (Typ ® ` MASONRY ANCHOR, SEE NOTES 1 & 3 - -` — — ANCHOR EMBED. _ SEE NOTE 2 :... ,•,::', « �. ' . • • .: ..r r ° . �, i .'rr: PGT t x MULLION -- 'r SEE NOTE ... ;. nwowr gmwgp �.:•. .!i.s.' ....�' AAW .•••• W000 BUCK "WW MULLION 70 STRUCTURE WITH 'B" TYPICAL MULLION T STRUCTURE WITH • _ — �_ ftES • • • .. • • • • • WOOD BUCK. DETAIL WOOD BUCK AND C CONC.. DETAIL iJ" .3. FOR CONdl ETE*APPLIGZTfQIdSSIN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADS • - tbUNTY �1pPRDWD ELCO 114W TAPCONS OR 1 /4" SS4 CRETE -FLEX MASONRY SEE : <: r .: : ;. , � ;,`k -'• ANCHORS. • •MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOT IS 2 112 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" �1�' :'.• ^.' .,:'.;':�;' ``• 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 114" TAPCONS OR 114" ;. " SS4 CRETE -FLEX MASONRY ANCHORS, MIN. EMBEDMENT 1 112" J. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR F.K. ' 5 30/06 D- MODIFY A07ES 3 & 5 LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING AW . F.K. 5 8/06 C —ADD EMBED. DETAU (MINIMUM OF 2 SCREWS PER CLIP). �— P J.P. 4 2 00 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, FOR CORRECT QUANTITY OF ANCHORS, REFER TO 1 » STD. WALL, CLIP INSTALLATION DETAIL CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ®� ®PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING ,5 Sf o� iOiO TECHNOLOGY E ALUMINUM TUBE CLIPPED MULLION CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. NOKOs FL 36275 �°°f ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED, Robert L 9712 P.E. P•O• ®Ox 1529 F U274 SsMs/lbaee scv NTS 2.._-f 5 8220 D 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. stN �z MOKONS• MULLS I L A/2 4MAX. + • • • 4MAX. 000 0000 . 0 1 " MUCL CUP " "" f LA—J • • rCLIP Tp' bjE* SING) • • • • ;GCTRUSIOA" 19WG•# 10990 • • • • • O TWO (2 ANCHOR "" ` ` 00 A LOCATIONS 0000 0000 ... . 0000.. 0000.. ... 0000 0000 14A gM! © FOUR U ANCHOR LOCATIONS NOTES: CUP LENGTH CHART 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR FOR lx MULL PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY MULL SIZE A' OF ANCHORS, PLEASE REFER TO CHARTS I AND 2 ON 1 x 2 x 118 1 11116 SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. I x 4 x 1/8 3 11116 12. 318 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. „: I 1 ” MULL CLJP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 + $MINJLA-J Q ONE (1 ) ANCHOR LO C TA JON AM/N. TYP. (3)EQ. SP. (A-314) / + p il iMIN J -A --1 O THREE (3) ANCHOR ,LOCATIONS TO BE USED QN�Y WITH PGT INDUSTRIES PRODUCTS R.vdF. 530/06 D- � TENS SHT T em F.K. 5N/06 - - REVISE SPACNVG raven pate: MmAt P.J.P. 4 28 00 OescnpfWo, 1 " STD. WALL, ANCHOR LOCATIONS 1rw: ' °',°r OWS °J z°75 ALUMINUM TUBE CLIPPED MULLION P.O. BOX 1529 �nIM d - I prawi g w. WW NS, f1. 34274 MULLS NTS 3 a 5 1 6220 m • • • • 1 • r r•••r • Y•••• 1 •s• 1 1 • • • s • • s • NOT 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 (TYP) Ix STD. WALL MULLS MAT'L: 6063 -T6 (TYP) ADDUCT gmgwR0 =C26016 sm F4�p aurr. TO BE USED 1N _Y WITH PGT INDUSTRIES PRODUCTS Rev Nom: F. f 9/06 —AO CHG. THIS SHT. ..�.. F. SJ8/06 v.la•: C —NO CHG THIS SHT y: P.J.P. Ddr: 4 28 00 Dwr40*n: 1 " STD. WALL, MULLION PROFILES 66 ' °'2` 5"E P.O. 90X 1529 NCX&t . R 34274 ALUMINUM TUBE CLIPPED MULLION �� Robert L Clark, P.E. Stm tu�z Srrtsa /N: MULLS 1X Sheet: 4 a 5 O'awtng No. 6220 • • i • • e • • CHART 1. - 1x2x.125 dm. & TYP. ANCHOR OPENING WIDTH IN INCHES INCHES 60 60 70 80 90 100 1101 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A 1(2) B (2) A (2) B (2) A (2) B CLIP TO MULL 1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B W s Z Z 7c z6 w a 42 48 60.625 54 Bp 66 7 76 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 1 27 24 23 22 1 21.1 20 20 20 30 26 23 21 19 18 18 1 17 17 17 23 20 17 16 - - - - - - 20 17 15 - - - - - - - .18 15 - - - - - - - - MART 2, •4 .125 -• Z".. & TIM. • ANCHOR ••• • PENING WIDTH IN INCHES try • 50 try •TO' 80 90 100 110 120 130 160 "CC1P TO• 'tMENING 114) TI) A 13 j(4)Ef (2)A MA (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B . 0 04 TO 'DULL 13M 134 0315 • • • (3) B (3) B (3 ) B (3) B (3) B (3) B (3) B • US Z _ W j a • 50.6 66 72 76 78 84 90 96 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. try t•w Iry try Iry try try 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 1/4'1 OR 170 70 170 170 170 170 170 P.ii%0 170 170 170 162 158 157 157 170 157 143 134 127 124 122 160 141 128 119 112 108 106 170 145 127 115 106 100 96 93 142 120 105 95 87 81 77 74 120 102 90 81 74 69 65 63 111 94 83 74 68 63 60 57 88 75 65 59 53 49 46 44 72 60 53 47 43 39 37 35 59 50 43 38 35 32 30 28 1111 38 1 32 1 28 1 24 22 1 20 1 19 1 17 16 - 1"1 17 1 - I - I - - I - I - I - - - ? Multiple Mulled Units Vertical Mull Horizontal Mull Mull Length Mull Opening Length Width Opening �OWidth � � Mull Width Width Length NOTES NMXHXr UNtMM OMWNbimwm*Avmw 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. r 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, ' CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1, W J. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 1/4'1 OR 114- SS4 CRETE -FLEX, EMBED. (1 314") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS P. : 5%30/08 - P#S SK TF. : 5 8/04 R KED CHANGES P.J.P. 4,128100 Daxrotion: 6 I" STD. WALL, PRESSURE CHARTS 1 & 2 107N0K W0'S 3i273w ALUM/NUM TUBE CUPPED MULLION Robert L. Clack, P.E. PE 09712 P.O. BOX 1529 NOKONS, FL 34274 Seriea/Mpdsk MULLS Soots: NTS SMSl: 5 5 DrowM9 No. 6220 Rea: D Structural T J To: ALLAN RESPONDE Project: Page: Model: Date: Deliver To: Block No: Multiple Account No: Lot No: Designer: 1162 NE 105 ST. MIAMI,FL. Contact Site Office Deliver To Address3 Name: Phone: Fax: Tentative Delivery Date: Material Summary Includes the following Truss List Job Page: 1 of 1 Date: 2/19/2008 Project Multiple Account No: Designer: mtm Salesperson Quote The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software Pages or sheets covered by this seal: 0001 thru 0016 Total: 16 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -02 per FBC 2004. Wind speed 146 mph.Exp. -C Category II: Importance factor--1.00. 0000 • • 0000 0000•• t;1 [Y ME 0000•• •• •• 0000•• • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• • ••• 0000• •• •• •• 0 0000•• • _.r t,;:: _ F�T SU 3. C T ; C7 CJ ^.1PLIAIN WITH ALL ED RAL iTL A ' `' OUNTY RUi,t 5 A v ?FGt ATfC� ^•:,� RBMBERTO CONTRERAS, P.E. Consul' WE87iAvenue, #Ct101oral Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) V-- - - _- - - -_ -- r Ur 0000•• • • • • • • • • 0000 0000•• • • • • • 0000 • • 0000•• Truss Truss Truss Truss 0001 CJ9 0002 H1 0003 H2 0004 HG1 0005 J1 0006 J3 0007 J5 0008 J7 0009 T1 0010 F1 0011 F2 0012 F3 0013 F4 0014 FGR1 0015 FGR2 0016 FGR3 _.r t,;:: _ F�T SU 3. C T ; C7 CJ ^.1PLIAIN WITH ALL ED RAL iTL A ' `' OUNTY RUi,t 5 A v ?FGt ATfC� ^•:,� RBMBERTO CONTRERAS, P.E. Consul' WE87iAvenue, #Ct101oral Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) V-- - - _- - - -_ -- r ' To: Production List Job Number: ALLAN RESPONDE Page: 1 Date: 02 -19 -2008 - 10:04:00 AM Project: Block No: Model: Lot No: Project ID: multiple Contact: Site: Office: Deliver To: Account No: Designer: mtm Name: 1162 NE 105 ST. Salesperson: Phone: MIAMI,FL. Quote Number: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 28 BF -Ea 112 Total 4 8A33 \CJ9 9-10-1 ROOF TRUSS 4.24 2-1-7 0 - 0 - 0 57 lbs. each 2X4/2X4 0.00 75 BF -Ea 151 Total 2 8A33 \Hl 144 lbs. each 25-9-0 2X4/2X4 ROOF TRUSS 6.00 8.00 1-6-0 1 - 6 - 0 74 BF -Ea 148 Total 2 8A33 \H2 25-9-0 ROOF TRUSS 6.00 1 - 6 - 0 1 - 6 - 0 143 lbs. each 2X4/2X4 8.00 88 BF -Ea 177 Total 2 8A33 \HGl 179 lbs. each 25-9-0 2X4/2X6 ROOF TRUSS 6.00 8.00 1-6-0 1-6-0 4 BF -Ea 32 Total 8 8A33\Jl 1-0-0 ROOF TRUSS 6.00 1-6-0 0-0-0 7 lbs. each 2X4/2X4 0.00 7 BF -Ea 59 Total 8 8A33 \J3 3-0-0 ROOF TRUSS 6.00 1-6-0 0-0-0 13 lbs. each 2X4/2X4 0.00 • • • • 13 BF -Ea • 107 Total • • • • 000*, 8 8A33 \J5 5 - 0 - 0 ROOF TRUSS 6.00 1-6-0 0 - 0 - 0 • 24 lbs. each 2X4/2X4 0.00 • • 17 BF -Es 243 Total 14 8A33 \J7 7 -0 -0 ROOF TRUSS 6.00 1 -6 -0 0 -0 -0 •'••'• • :••. 33 lbs. each 2X4/2X4 0.00 • • • • • • • • • 75 Br -Ef: 226 Total • • • • • • • 3 8A33 \Tl 25 -9 -0 ROOFTRUSS 6.00 1 -6 -0 1 -6 -0 •••••• • •• •••• 144 lbs. each 2X4/2X4 8.00 • • • • • • • • • • 63 JoFj -E4, • 317 Total • 5 8A33 -F\Fl 129 lbs. each 27-5-8 2X6/2X4 FLOOR 0.00 OM 0-0-0 o - 0 - o • • • • • ..•. • ...• 18 BF -Ecr X108 Total • • • • • 6 8A33 -F\F2 7 -2 -0 FLOOR 0.00 0 -0 -0 0 -0 -0 •• • ••••• 34 lbs. each 2X6/2X4 0.00 31 BF -Ea 31 Total 1 8A33 -F \F3 12-11-0 FLOOR o.00 0-0-0 0-0-0 62 lbs. each 2X6/2X4 0.00 25 BF -Ea 123 Total 5 8A33 -F \F4 9-11-0 FLOOR 0.00 0-0-0 0-0-0 49 lbs. each 2X6/2X4 0.00 (1) 2 -Ply 10 BF -Ea 19 Total 2 8A33- F \FGRl 2-11-0 FLOOR 0.00 0-0-0 0-0-0 18 lbs. each 2X4/2X6 0.00 (1) 2 -Ply 29 BF -Ea 57 Total 2 8A33- F \FGR2 9-8-0 FLOOR 0.00 0-0-0 0-0-0 56 lbs. each 2X6/2X6 0.00 (1) 2 -Ply 67 BF -Ea 133 Total 2 8A33- F \FGR3 134 lbs. each 27-4-0 2X4/2X4 FLOOR 0.00 0.00 0-0-0 0-0-0 REMBERTO CONTRERAS, PE. ural Consuiting Engineer Civii/StruC 30 N.W. 87 Avenue, Miami, fL 33172 rnonu: kovol - - (Florida P.E. 21522) FEB 19 2008 JobTruss Truss Type Qty Ply ALLAN RESPONDE 0001 8A33 CJ9 ROOF TRUSS 4 1 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:19 2008 Page 1 -2 -1 -7 2 -10 -11 5 -0 -12 , 7 -3 -10 , 9 -10 -1 2 -1 -7 2 -10 -11 2 -2 -1 2 -2 -15 2-6 -7 Scale = 1:19. 4.24 12 2x4 II 7 6 5x6 i 5 20 II 4 3x4 3 1S 2 14 5x8 = 9 8 aqq 5x6 = ° 2x4 = 1 12 3x4 = 11 20 II 3x8 = 2 -10 -11 5 -0-12 9 -10 -1 2 -10 -11 2 -2 -1 4-9 -5 • Plate Offsets MY): : 2:0 -4-4 Ed e , [5:0-2-12,0-3-01, [9:0-3-0,0-3-0], 10:0- 2 -8,0 -2 • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lld • • • "ES GRIP • • • TCLL 30.0 Plates Increase 1.00 TC 0.75 Vert(LL) 0.05 9 -10 >999 360 MT20 9244/4900 • • • • • • • • • TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.06 9 -10 >999 180 • • • • • • " BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.02 9 n/a n/a • • • : • • • • • BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 571b •••• • • "• • • • LUMBER BRACING 0000 • • • • • • •' • TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD • • • • • • * 0 • • • • • • 15 2 X 4 SYP SS Installation 1 Stabilizer(s) at 9-4-8 (max) oe • BOT CHORD 2 X 4 SYP No.2 *Except* Permanent Structural wood sheathing dir"y applied or 5 -10.1 oc purlins, exeep9enM • • 4-112 X 4 SYP No.3 verticals. • WEBS 2 X 4 SYP No.3 BOT CHORD :**:a: • OTHERS 2 X 4 SYP No.3 Installation 1 Stabilizer(s) at 15 -0-0 (max) O6• • • • • • ****:a • Permanent Rigid ceiling directly applied or 65-6 oc bracing.•E•xiept • • • 6 -0-0 oc bracing: 4 -10 '• • • • • • • • • REACTIONS (lb/size) 9=862/Mechanical, 2= 65110 -11 -5 • • • • • • • • • ' Max Horz 2= 858(LC 2) • • Max Uplift9=- 1261(LC 2), 2=- 846(LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1.14 =0/51, 2- 14-0/51, 2 -15=- 79210, 3 -15=- 762/0, 3 -0 =- 1226/811, 4-5=- 1306/989, 5 -6 =- 180124, 6 -7= -1710, 6 -9 =- 2451525 BOT CHORD 2.12= 585/698, 11- 12=- 248/152, 10- 11=- 71172, 4- 10=- 255/452, 9.10 =- 908/613, 8 -9 =0 /0 WEBS 3- 12=- 268/393, 10- 12=- 3541574, 3.10 =- 8261449, 5-10=-6381762,5-9=-76011171 NOTES 1) Wind: ASCE 7.02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Comer(3) -2 -2.1 to 2 -0.14, Exterior(2) 2 -0-14 to 9-85; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1261 lb uplift at joint 9 and 846 lb uplift at joint 2. 5) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 14= -90 Trapezoidal Loads (plf) Vert: 14= 0(F =45, B= 45)- to- 6=- 218(F = -64, B =-64), 6=- 158(F = -64, B=- 64)- to- 7=- 165(F =-67, B = -67), 2=- 2(F =9, B= 9)- to- 11=- 25(F = -2, B = -2), 10=- 25(F = -2, B=- 2)- to- 9=- 48(F = -14, B=-14),9--28(F=-14, B=- 14)- to4= 30(F = -15, B = -15) 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-`14--235 Horz: 1 -14= -253 Continued on page 2 Job i Ts ]ROOF Type Qty Ply ALLAN RESPONDE 0001 8A33 TRUSS 4 1 Job Reference o tional BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:20 2008 Page 2 LOAD CASE(S) Trapezoidal Loads (plf) Vert: 14 =25(F= -105, B =- 105)- to- 2-- 43(F = -96, B=-96),2=-8(F=-96, B=- 96)- to- 15= 85(F = -50, B = -50), 15= 16(F =50, 13=- 50)- to- 6 =413(F =149, B =149), 6 =280(F =149, B= 149)- to- 7 =296(F =157, B =157), 2= -1(F =5, B= 5)- to- 11=- 15(F = -1, B =- 1),10=- 15(F = -1, B=- 1)- to- 9=- 29(F = -9, 6 = -9), 9= 47(F = -9, B=- 9)- to- 8=- 18(F = -9, B = -9) Horz: 14 = -25(F =114, B= 114)- to- 2 =-44(F =104, B =104), 2 =6(F =104, B= 104)- to- 15=- 95(F =54, B =54), 15=- 25(F =64, B= 54)- to- 3=- 72(F =30, 13=30), 3=- 72(F =30, B= 30)- to- 6= -456(F= -162, 13=-162),6=-323(F=-162, B=- 162)- to- 7=- 341(F= -171, 13=471) 3) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -14=5 Trapezoidal Loads (plf) Vert: 14= 25(F =15, B= 15)- to- 6=- 48(F = -21, El---21),6=-48(F=-21, B=- 21)- to- 7=- 50(F = -22, B=-22),2=18(F=9, B= 9)- to- 11=- 5(F = -2, B = -2), 10= 5(F = -2, B=- 2)- to- 8= 30(F = -15, B = -15) 0000 • • 0000 0000•• 0000•• •• •• 0000•• • 0000•• • • • •••0•• 0000 0000 • • 0000 0000 0000• 0000•• • •0• 00.00 •• •• •• • 0000•• • 0000•• • • • • 0000 0000•• • • • 0000 • • • • 0000•• •• • •• • • • • 0 • Job , Truss Truss Type Qty Ply ALLAN RESPONDE 0002 SA33 1-11 ROOF TRUSS 2 1 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 19 10:04:22 2008 Page 1 -1-6-0 2-8-0 ,3-8 -0 , 9 -0-0 12 -10 -8 16 -9-0 22 -1-0 z3 -1-Q 25 -9-0 27-3-0, 1-6-0 2 -8-0 1 -0-0 5-4-0 3 -10-8 3 -10-8 54-0 1 -0-0 2-8-0 1-6-0 Scale: 114 " =1 4x7 = 30 = 40 = 5 25 6 26 7 I 6.00 F1 2 27 24 3X4 3x4 3x8 i 4 8 3x6 3 9 23 29 = 10 4 2x4 2 91 16 15 14 1 11 1010 17 3x8 = 18 5x6 = 3x8 - 3x4 = 3x8 = 5x6 = 12 3x8 - 5x6 = 8.00 12 2x4 11 2x4 11 5x6 = 2x4 11 2x4 11 2x4 11 2x4 I I 2-8 -0 3-84 9 -0-0 16 -9-0 22 -1-0 Z3-11 -Q 25 -9-0 2-8-0 1 -0-0 5-4-0 7 -9 -0 54-0 1 -M 2-8-0 Plate Offsets (X,Y): 5:0-4-0 0 -2-0 , :0.4.0,0 -2-0 , 12:0- 0- 2,0 -2 -12 , 13:0.2- 7,0 -0 -12 , 17:0- 2- 7,0 -0-12 , 18:0 -0-2 0 -2 -1 • • LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) Ildefl Lld • • • -4ES •GRIP • • TCLL 30.0 Plates Increase 1.00 TC 0.61 Vert(LL) 0.20 13 -14 >999 360 MT20 • 244f190 • • • • • • • • • TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(TL) -0.36 14.16 >842 180 • • • " • • • BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.20 10 n/a n/a • • • • • • • • BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 144 lb •"• • • LUMBER BRACING • * • • •••• •••• ••••• TOP CHORD 2 X 4 SYP No.2 TOP CHORD • BOT CHORD 2 X 4 SYP N0.2 *Except* Installation 1 Stabilizer(s) at 9-4-8 (max) od! 00 00' • • • • • • • • • 18.19 2 X 4 SYP No.3, 12 -22 2 X 4 SYP No.3 Permanent Structural wood sheathing dirWjly applied or 3 -2 8�1G puNins. • • • • • • WEBS 2 X 4 SYP No.3 BOT CHORD • • OTHERS 2 X 4 SYP No.3 Installation 1 Stabilizer(s) at 15 -0 -0 (max) 01! "' • • Permanent Rigid ceiling directly applied o65 -0 -% o` bracing. • • • • 000600 REACTIONS (lb /size) 2= 153910 -8 -0, 10= 153910 -8-0 ' • • • • • • :*a**: Max Uplift2=- 1131(LC 2), 10=- 1131(LC 2) • FORCES (lb) - Maximum Compression /Maximum Tension • • • TOP CHORD 1 -2 =0/57, 2 -23 =- 2369/1200, 3 -23 =- 2279/1218, 3-4=- 3584/1929, 4 -24=- 2382/1425, 5 -24 =- 228711449, 5 -25 =- 206511428, 6.25 =- 2065/1428, 6 -26 =- 2065/1428, f-16=-106511428, 7- 27= -2287/ 1449, 8 -27= -2382/ 1425, 8 -9= -3584/ 1929, 9 -28 =- 2279 /1218,10 -28 =- 2369/1200,10 -11 =0157 BOT CHORD 2- 18=- 796/1959, 17 -18 =- 876/2180, 16 -17 =- 1518/3180, 15- 16=- 969/2188, 14 -15 =- 969/2188, 13 -14=- 1518/3180, 12- 13=- 87612180, 10 -12 =- 796/1959 WEBS 3 -18 =- 1168/557, 3.17 =- 892/1597, 4 -17 =- 13/468, 4-16 =- 1168/673, 5 -16 =- 1811550, 6 -16 =- 343/143, 6 -14= -343/143, 7 -14=- 181/550, 8 -14=- 1168/673, 8 -13 =- 131468, 9 -13 =- 892/1597, 9 -12 =- 1168/557 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) •1-5 -3 to 1 -6 -13, Interior(1) 1.6 -13 to 6 -0 -0, Exterior(2) 6 -0-0 to 9 -0 -0, Interior(1)12 -0-0 to 13 -9 -0, Exterior(2) 16 -9-0 to 27 -2-3; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1131 lb uplift at joint 2 and 1131 lb uplift at joint 10. 6) For bracing specified, use MiTek Stabllizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing required at each end and at these spacings: TC: Inst. 20 -0-0; BC: ; Inst. 20 -0 -0. 7) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 15 = -90, 5.7 = -90, 7- 11 = -90, 2- 18 = -20, 17- 18 = -20, 13- 17 = -20, 12- 13 = -20, 10- 12 = -20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =162, 2- 23 =95, 23- 24=62, 5- 24 =95, 5.25 =87, 25- 26 =70, 7- 26=87, 7- 27 =95, 27- 28 =62, 10.28 =95, 10-11=162,2-18=-12,17-18=-12, 13-17=12,12-13=42,10-12=12 Horz: 1- 2 = -180, 2- 23 = -113, 23- 24 = -80, 5 -24= -113, 7 -27 =113, 27- 28 =80, 10 -28 =113, 10 -11 =180 Drag: 5 -25 = -0, 6.25 = -0, 6 -26 =0, 7 -26 =0 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 5= -90, 5- 7 = -90, 7-11=-30,2-18=.20,17-18=-20,13-17=-20,12-13=.20,10-12=.20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase--1.00 Uniform Loads (plf) Vert: 1- 5 = -30, 5- 7 = -90, 7- 11 = -90, 2- 18 = -20, 17- 18 = -20, 13- 17 = -20, 12- 13 = -20, 10- 12 = -20 5) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Continued on page 2 Job , 8A33 Truss H7 Truss Type ROOF TRUSS Oty 2 Ply 1 ALLAN RESPONDE Job Reference o tional 0002 BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:22 2008 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 1 -5 = -5, 5 -7 =5, 7.11 =-5 • • •••• •••••• •••••• •• •• •••••• • •••• •••• • • • Job , , Truss Truss Type Qty Ply ALLAN RESPONDS 0003 8A33 H2 ROOFTRUSS 2 7 Job Reference o tlonal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MITek Industries, Inc. Tue Feb 1910:04:24 2008 Page 1 -1-6-0 2 -8-0 3-8 -0, 7 -4-0 11 -0-0 14 -9-0 18 -5-0 22 -1-0 23 -1-Q 25 -9-0 127-3-0 1 -6-0 2-8-0 1 -0-0 3-8-0 3-8 -0 3 -9 -0 3-8-0 3-8-0 1- 2-8-0 16-0 Scale: 114 " =1 4x5 = 4x5 = 6.00 12 7 8 i 3x4 i 3x4 27 28 3x4 � 6 9 30 5 10 2x4 II 2x4 II 3x4 i 4 11 3x4 3 12 26 29 I 2x4 = 2 13 q �7 2x4 = � q 14 Io 1 20 19 18 17 1 0 3x8 = 21 5x8 = 3x4 = 30 = 5x6 = 15 3x8 — 3x4 = 20 11 5x6 = 8.00[12- 2x4 11 5x6 = 2x4 11 2x4 11 20 II 2x4 II i 2-8 -0 13-8-0 14-9-0 22 -1-0 ,23 -141 25 -9-0 2-8-0 1 -0-0 7-4-0 3 -9-0 7 -4-0 1 -0-0 2-8-0 0000 Plate Offsets (X,Y): 6:0 -1- 12,0 -1-8 :0 -1- 12,0 -1-8 , 15:0 -0- 2,0 -2 -1 16:0- 2- 7,0 -0-1 16:0 -5- 4,0.2 -8 , 20:0- 2- 7,0 -0-1 20:0 - 55,0 -2-8 , 21:0 -0- 2,0 -2 -1 • • LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) Ildefi L/d a • • •ALf�ES GRIP • • • TCLL 30.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.21 16.17 >999 360 MT20 • 24410190 • • • • • • • TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.45 16.17 >662 180 • • 0 : 0 0 so 00 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.17 13 nla n/a 000000 • :000*: BCDL 10.0 Code FBC20041TP12002 (Matrix) 0 0 i eight: 144 lb 0 0 0 0 LUMBER BRACING •0000• 0000• 0000• TOP CHORD 2 X 4 SYP No.2 TOP CHORD •0000• • 000 0 •000• BOT CHORD 2 X 4 SYP No.2 *Except Installation 1 Stabilizer(s) at 9-4-8 (max) oc. 0 0 0 • 0 21 -24 2 X 4 SYP No.3, 15 -25 2 X 4 SYP No.3 Permanent Structural wood sheathing directly applied or 3 -1 -1 Hsc puAins. • • • • • • WEBS 2 X 4 SYP No.3 BOT CHORD • OTHERS 2 X 4 SYP No.3 Installation 1 Stabilizers) at 15 -0-0 (max) of 0 0 0 0 0 0 Permanent Rigid ceiling directly applied orb -3-0 oc tracing. • • • • 0000:4 REACTIONS (lb /size) 2= 153910 -8 -0, 13= 1539/0 -8-0 • • • • • • • Max Uplift2=- 1101(LC 2), 13=- 1101(LC 2) : 000 00 0 •• 0 •000• • FORCES (lb) - Maximum Compression /Maximum Tension 0 •0 0 0 0 TOP CHORD 1- 2= 0/57,2 -26 =- 2373 / 1159, 3 -26 =- 2294/1176,3.4 =- 350011713,4 -5 =- 3520 /1813,5 -6 =- 34571 1830,6 -27 =- 2007/ 1268,7 -27 =- 1873/ 1295,7 -8 =- 1741/1253,8 -28 =- 1873/1295, 9.28 =- 2007/1268, 9- 10=- 3457/1830, 10 -11 =- 352011813, 11.12 =- 350011713, 12-29=-229411176,13-29=-2373/1159,13-14--0157 BOT CHORD 2- 21=- 769/1973, 20-2i=-811/2158,19-20=-981/2253, 18.19=-613/1741,17-18=-61311741, 16-17=-98112254,15-16=-81112158,13-15=-769/1973 WEBS 3 -21 =- 1108/459, 3 -20 =- 60911410, 4-20=1 811199, 6 -20 =- 375/1136, 6 -19 =- 7281480, 7 -19 =- 2421538, 8 -17 =- 2421538, 9 -17 =- 7281480, 9 -16 =- 375/1136, 11 -16 =- 181/199, 12.16 =- 609/1410, 12- 15=- 1108/459 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL=6.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2) -1 -5.3 to 1 -6.13, Interior(1)1 -6 -13 to 8 -M, Exterior2) 8 -0-0 to 17 -9 -0, Interiorl) 17 -9 -0 to 24 -2 -3; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1101 lb uplift at joint 2 and 1101 lb uplift at joint 13. 6) For bracing specified, use MITek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing required at each end and at these spacings: TC: Inst. 20.0 -0; BC: ; Inst. 20 -0 -0. 7) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase--1.00 Uniform Loads (pif) Vert: 1-7=-90,7-8=.90,8-14=-90,2-21=.20,20-21=-20, `16-20=-20,15.16=20,13-15=20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1.2=162,2-26=95,26-27=62,7-27=96,7-8=87,8-28=96,28-29=62,13-29=95,13-14--162,2-21=-12,20-21=-12,16-20=-12,15-16=-12, 13- 15= -12 Horz:1 -2 =- 180,2 -26=- 113,26 -27 =- 80,7 -27=- 113,8 -28= 113,28 -29= 80,13 -29= 113,13- 14=180 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1.7 = -90, 7.8 = -90, 8- 14= -30, 2- 21 = -20, 20-21=-20,16-20=-20,16-16=-20,13-16=-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 7 = -30, 7- 8 = -90, 8- 14 = -90, 2- 21 = -20, 20- 21 = -20, 16- 20 = -20, 15- 16 = -20, 13- 15 = -20 5) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -7 = -5, 7-8=4,8-14=5 Job Truss Truss Type Qty Ply ALLAN RESPONDE 0004 SA33 HG1 ROOF TRUSS 2 1 Job Reference o tional BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:25 2008 Page 1 1-6-0 2-8-0 3-8 -01 7 -M i 10 -11 -9 14 -9 -7 18 -9-0 22 -1-0 F3-1 -Q 25 -9-0 273-0 , 1-6-0 2-8-0 1 -0-0 3-4-0 3 -11 -9 3 -9 -13 3 -11 -9 3-4-0 1 -0-0 2-8-0 1-6 -0 Seale: 114 " =1 i 8x10 MT18H 8x10 MT1SHz�- 2x4 11 3x4 = 5 27 6 7 28 8 6.00 12 2x4 11 2x4 II 4x5 4 9 4x5 3 10 26 29 2x4 = 2 2x4 = 12 Io 0 21 20 19 18 17 16 15 1 4x12 21 3x6 I 3x6 11 3x10 = 7x6 WB= 3x6 II 7x12 — 13 4x12 6x10 =71'! W2 3x6 = 3x6 II 6x10 = i 2-8 -0 3-8 -01 7 -" 10 -11 -9 , 14 -9 -7 18 -9 -0 22 -1 -0 z3 -1d 25 -9 -0 r � 2-8-0 1 -" 3 -4-0 3 -11 -9 3 -9 -13 3 -11 -9 3-4-0 1 -" 2-U• •• Plate Offsets (X,Y): [2:0- 3- 9,0 -2 -0], [5:0- 6- 4,0 -2-8], [8:0.6- 4,0 -2-8], [11:0 -3- 9,0.2 -0], [13:0- 3 -0,0 -0-8], [13:05 -0,0 -3.8], [14:0 -6- 12,0- 4 -12], [15:03- 8,0 -1-8], [1810- 4 4,0 -1 ,[ti9P+3- 12,0 -1-8]• • 0 • • • 20:0 -6- 12,0 -A-1 21:0.3 -0 0 -0-8 21:0- 5 -0,0 -3 -8 • • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lld •P ES • PprP. • • • • •. • TCLL 30.0 Plates Increase 1.00 TC 0.99 Vert(LL) 0.60 17 -18 >502 360 • • IrT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.80 Vert(TL) -0.67 17 -18 >446 180 • • •IM1PISH 2441190 :*a**: BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.29 11 nla n/a • • • • • • • • • • BCDL 10.0 Code FBC2004/TP12002 (Matrix) • Weight: 18014 • LUMBER BRACING �••••• • ••s • ••••• TOP CHORD 2 X 4 SYP SS `Except* TOP CHORD • • • • • • • • • • • • 5.8 2 X 6 SYP No.2 Installation 1 Stabilizer(s) at 9-4-8 (max) 0c! • • • BOT CHORD 2 X 6 SYP SS - Excepr Permanent Structural wood sheathing direGt)ypppli8d or 2 -2 -11 or4purlins. • 2-212 X 6 SYP No.2, 11 -13 2 X 6 SYP No.2, 21 -24 2 X 8 SYP No.2 BOT CHORD • • 0 • • • • • • • 13 -25 2 X 8 SYP No.2 Installation 1 Stabilizer(s) at 15 -M (max) oQ • • WEBS 2 X 4 SYP No.3 Permanent Rigid ceiling directly applied or3.4 -15 9c bracing. • • • • • OTHERS 2 X 4 SYP No.3 • • •• • •• • • • • • • • REACTIONS (lb /size) 2=2974/0-8-0,11=297410-8.0 • • • Max Uplift2=- 2621 (LC 2), 11=- 2621(LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0163, 2.26 =- 538414257, 3 -26= 5304/4272, 3-4 =- 7487/6092, 45=- 740416145, 5 -27 =- 729816268, 6 -27 =- 7299/6267, 6 -7 =- 729816265, 7- 28=- 7314/6285,8 -28 =- 7313/6285,8.9 =- 740616147,9 -10 =- 7488/6093,10 -29 =- 530414272,11 -29= 5384/4257,11 -12 =0163 BOT CHORD 2- 21=- 348914635, 20- 21=- 355914755, 19- 20=- 4745/6021, 18- 19= ■1808/6095, 17- 18=- 580517313, 16.17 =- 480416092, 15- 16=- 480416092, 14.15 =- 4742/6018,13 -14=- 3559/4755,11 -13= 3488/4634 WEBS 3 -21 =- 1878/1526, 3 -20 =- 200812437, 4 -20 =- 6/183, 5 -20= 538/831, 5 -19 =- 1189/1393, 5 -18 =- 1193/1593, 6 -18 =- 4721424, 7 -1 8 =- 9 415 7, 7 -17= 5201429, 8 -17 =- 1219/1614, 8 -15 =- 1179/1384, 8 -14= 5441836, 9 -1 4=- 611 8 2, 10- 14=- 2010/2439, 10- 13=- 187911526 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C -C Exterior(2) - 1-6 -12 to 1 -5-4, Interior(1)15 -4 to 3 -9 -12, Exterior(2) 3 -9 -12 to 7 -0-0, Interior(1)10 -0-0 to 15 -9 -0, Exterior(2)18 -9-0 to 27 -3 -12; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2621 lb uplift at joint 2 and 2621 lb uplift at joint 11. 7) Girder carries hip end with 7 -0-0 end setback. 8) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing required at each end and at these spacings: TC: Inst. 20 -0 -0; BC: ; Inst. 20 -0-0. 9) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 lb down and 713 lb up at 18 -9 -0, and 706 lb down and 713 Ito up at 7.0-0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 5 = -90, 5- 8=- 116(F = -26), 8.12 = -90, 2- 21 = -20, 20.21=-20,19-20m.20,15-19=-120(F=-100), 14-15=40,113-14=20,11-13=20 Concentrated Loads (lb) Vert: 19=- 706(F)15=- 706(F) 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Continued on page 2 Job 8A33 Truss HG1 Truss Type ROOF TRUSS Oty 2 Ply 1 ALLAN RESPONDE Job Reference (optional) 0004 BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.600 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:25 2008 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 1 -2= 162,2.26= 95,4.26= 62,4 -5= 95,5- 27= 123(F= 36),27.28= 106(F= 36),8.28= 123( F = 36),8 -9= 95,9 -29= 62,11 -29= 95,11 -12= 162,2 -21= 42,20 -21 =- 12,19 -20 =- 12,15- 19= 83(F =95), 14-15=12,13-14=42,11-13=12 Horz:1 -2= -180,2 -26= -113,4 -26= -80,4 -5=- 113,8 -9= 113,9 -29= 80,11 -29= 113,11 -12 =180 Drag: 5- 27= 1(F =0), 6-27= 1(F =0), 7- 28= -1(F = -0), 8-28= -1(F=-0) Concentrated Loads (lb) Vert: 19= 713(F) 15= 713(F) 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 15 = -90, 5- 8=- 116(F = -26), 8- 12 = -30, 2- 21 = -20, 20-21=-20,19-20=-20,15-19=.120(F=-100), 14-16=20,13-14=20,11-13=40 Concentrated Loads (lb) Vert: 19=- 706(F) 15=- 706(F) 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1- 5=-30, 5- 8=- 116(F = -26), 8- 12 = -90, 2- 21 = -20, 20-21=-20,19-20=.20,15-19=-120(F=-100), 14-15=20,13-14-20,11-13=40 Concentrated Loads (lb) Vert: 19=- 706(F) 15=- 706(F) 5) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 15 =5, 5.8 =5, 8 -12 = -5 • • •s•• ••••• •••••• • as as ••••• •••••• • • •••• •••• ••••• • •••••• • ••• • • ••••• • • • • • • • • • • •••• ••••• • • • ••••• as • s• • • Job Truss Truss Type Oty Ply ALLAN RESPONDE 0005 8A33 J1 ROOFTRUSS 8 1 Job Reference o tional BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:26 2008 Page 1 3 -1 -6-0 1 -0-0 1-6-0 1 -0-0 Scale =1:5. 2 6.00 V2 2x4 = 1 4 30 = 1 -0-0 1 -0-0 •••• Plate Offsets X Y : [2:0-1.8,0-1-8] +_ +_a % • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid • • VLATES GRIP • • • TCLL 30.0 Plates Increase 1.00 TC 0.39 Vert(LL) 0.00 2 — 360 • • IMP. 24%ild' • ; . • • • • TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 2 >999 180 • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a 00000* • ; • . • M BCDL 10.0 Code FBC2004ITP12002 (Matrix) • YVgight: 7 lb • • .. • LUMBER BRACING • • • • • • • • • • • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing direcVyaVj?Vg or 1 -0-0 qp pyrJjrgs. • • • • • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-U oc bracing. • • • •• • ••••• OTHERS 2X4 SYP No.3 •• •• REACTIONS (lb /size) 2= 29610 -8 -0, 4=9 /Mechanical, 3 =-69 /Mechanical • • • • • • • • • •. Max Horz 2= 204(LC 2) • • • • Max Uplift2=- 520(LC 2), 3= -69(LC 1) • • • • • • Max Grav 2= 296(LC 1), 4=9(LC 1), 3= 157(LC 2) • • • : FORCES (lb) - Maximum Compression /Maximum Tension • • • TOP CHORD 1-2=0/56,2-3=.76178 BOT CHORD 24=0 10 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL =9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 520 lb uplift at joint 2 and 69 lb uplift at joint 3. 5) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plo Vert: 1- 3 = -90, 2.4 = -20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1 -2 =162, 2 -3 =136, 2 -4=-12 Horz: 1-2=-180,2-3=-154 3) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -3 = -5 ITruss 8A33 IJ3 I ROOF TRUSS 18 1 1 FL., BEST TRUSS CO. 6.500 s Mar 8 21107 MlTex maustnes, inc. , ue reo 1`J 1 3 -0-0 •• 00061 Scale = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0.50 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) I /deft L/d Vert(LL) 0.00 2 — 360 Vert(TL) -0.00 2.4 >999 180 Horz(TL) -0.00 3 nla n/a • • R&TES MT20 •0 0 : 0 • • • • • • • • i eight: 14 lb GRIP • 14g/19D • • 0000 • *000: • • 0 • • • • • • e LUMBER BRACING 000000 0000 00.00 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly apil or 3 -M og p y'(jry�. 04,41040 BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or I�� oc racing. i • • • 00000 OTHERS 2X4 SYP No.3 •• •• 00 0 •941.0• • REACTIONS (lb /size) 3 =63 /Mechanical, 2=357/0-8-0,4--26/Mechanical • • e 0 0 0 0 Max Horz 2= 354(LC 2) • • 00: 0 0 Max Upiift3=- 131(LC 2), 2= -093(LC 2) 0 • • • • • • • • • •••• FORCES (lb) - Maximum Compression /Maximum Tension 0 • 0 •0 0.0 • 0 TOP CHORD 1-2=0/57,2-3=-89120 • • • BOT CHORD 24=0 10 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3 and 493 lb uplift at joint 2. 5) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -90, 2 -4 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =162, 2-3 =136, 2 -4 = -12 Horz: 1-2=-180,2-3=.154 3) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -3 =S Job , 8A33 IJ5 1 ROOFTRUSS 8 1 I Job Reference (optional) 6.600 s Mar 8 2007 MiTek Industries, Inc. 5 -" LOADING(psf) SPACING 2 -0-0 CSI TCLL 30.0 Plates Increase 1.00 TC 0.51 TCDL 15.0 Lumber Increase 1.33 BC 0.44 BCLL 0.0 Rep Stress Incr YES WS 0.12 BCDL 10.0 Code FBC2004ITP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2'Excepf 3-8 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 4=49 /Mechanical, 2= 440/0-8 -0, 6= 178 /Mechanical Max Horz 2= 508(LC 2) Max Uplift4= -88(LC 2), 2=- 527(LC 2), 6=- 241(LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=0/67,2-3=-228i0,3-4=-51/16 BOT CHORD 2-8=-188/121,7-8=0132,3-7--0146,6-7=-2991192,5-6=0/0 WEBS 35 =- 2511390 4 0 3-M 1 -4-0 0000 DEFL in (loc) I /deft L/d • • DLATES GNP • Vert(LL) 0.01 8 >999 360 ;?i0• �4�/1�• Vert(TL) -0.01 2-8 >999 180 • • • Horz(TL) -0.01 6 n/a n/a • • • • • • • eviiaht: 25 lb • • • • BRACING • • • • • • • • • TOP CHORD Structural wood sheathing direcly6VOIN or 5 -0-0 of pyryr>6. BOT CHORD • • • • • Installation 1 Stabilizer(s) at 15-0-0 (Max) oc! • • • • • • Permanent Rigid ceiling directly applied or VIP, bracing. Except: 10 -0-0 oc bracing: 3 -7 • • 6 • • •••6 • • 6000 • • • •• • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 4, 527 lb uplift at joint 2 and 241 lb uplift at joint 6. 6) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-4=-90,2-8=-20,5-7=-20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =162, 2- 4=136, 2- 8 = -12, 5 -7 = -12 Horz: 1 -2 =-180, 24= -154 3) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1.4= -5 00071 Scale = • • 0000• 0000•• 0000• 0000• 0000•• • • 0000 i 0000 � Job =J7 Truss Type Oty Ply ALLAN RESPONDE BA33 ROOF TRUSS 14 1 Job Reference Tonal 0008 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04 ;27 2008 Page 1 1 6-0 3 -8 -0 7 -M 0 3 -8-0 b -1u is rruru 3 -8-0 3 -2-8 0 -1$ 4 0 •• Scale = 1:17 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITP12002 CSI TC 0.51 BC 0.95 WS 0.20 (Matrix) DEFL in (loc) I /deft Ud Vert(LL) 0.04 8 >999 360 Vert(TL) -0.04 8 >999 180 Horz(TL) -0.03 6 nla nla 00 1?&T*rS MT20 00000 • so*:** • 00t: 34 lb GRIP • AVIS0• • • • • • • • • • • • • • see*** • • LUMBER BRACING • • •••• •••• ••••• e TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly apeilpi or 6 -0-0 of pyr(jgj. 00004 BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD • • • • • sees 3-8 2 X 4 SYP No.3 Installation 1 Stabilizer(s) at 15 -0-0 (max) oc.• • • • • • • WEBS 2 X 4 SYP No.3 Permanent Rigid ceiling directly applied or li-S oft racing. ExceW: • OTHERS 2 X 4 SYP No.3 10 -0-0 oc bracing: 3 -7 • • • • REACTIONS (ib /size) 4= 138 /Mechanical, 2= 54210 8 -0, 6= 208 /Mechanical, 6= 208 /Mechanical • • • 0000 :so* Max Horz 2= 594(LC 2) • • • • • • 0 Max Uptift4=- 253(LC 2), 2= 532(LC 2), 6=- 195(LC 2) • • • • • • •• • FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0157, 2- 10= -050175, 10- 11=- 366183, 3- 11=- 323/100, 3-4=- 141148 BOT CHORD 2-8--405/319,7-8=0/32,3-7=0/65,6-7=-6431507,5-6=010 WEBS 3- 6=- 5351679 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C -C Exterior(2) -1.5 -3 to 1 -6.13, Interior(1)1 -6 -13 to 2-85, Exterior(2) 2.85 to 6 -11.4; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 4, 532 lb uplift at joint 2 and 195 lb uplift at joint 6. 6) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-4=-90,2-8=-20,5-7=-20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =162, 2 -10 =127, 10.11 =69, 4 -11 =127, 2- 8 =-12, 5 -7 = -12 Horz: 1-2=-180,2-10=-145, 10-1i=-87,4-11=-145 3) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1-4 = -5 Job Truss Truss Type City Ply ALLAN RESPONDE 0009 8A33 T1 ROOF TRUSS 3 1 Job Reference (options / BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:29 2008 Page 1 -1 2-8 -0 3 8-0, 8 -3 4 12 -10 -8 17 -5 -12 22 -1-0 F3-1 -Q 25 -9-0 27 -3-0 1-6-0 2-8 -0 1 -M 4 -74 4 -7-4 4 -7-4 4-7-4 1 -M 2-8-0 1 -6-0 Scale: 114 " =1 4x5 = 7 6.00 F, 2 26 3x4 � 25 3x4 6 8 3x4 i 3x4 5 9 2x4 II 2x4 11 10 3x6 i 4 3x6 3 11 24 27 12 2x4 = = 2x4 = 13 n Io 1 18 17 16 1 19 5x8 = 3x4 = 3x8 = 5x8 = 14 3x6 = 3x8 = 5x6= 8.00 12 2x4 11 2x4 I I 5x6 = 2x4 11 2x4 II 2x4 II 2x4 II 2-8-0 3-8 -01 12 -10 -8 22 -1-0 23 -1-Q 25 -9-0 2-8-0 1 -" 9 -2-8 9 -2-8 1 -0 -0 2-4• • • Plate Offsets (X,Y): 6:0- 1- 4,0 -1 -8 , :0- 2- 8,0 -2-8 , 8:0- 1.4,0 -1-8 , 14:0 -0-2 0 -2 -12 , 15:0 -2 -7,0 0 -12 , 15:05 0 -2 8 , 18:0- 2- 7,0 -0 -12 , 18:05 4,0 -2.8 [19:Q-0-2,0-2-1 00004 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Joe) I/defl Ud • afiLAT& GRIP s • TCLL 30.0 Plates Increase 1.00 TC 0.51 Vert(LL) 0.21 16 -18 >999 360 • • • • • TCDL 15.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.47 16 -18 >637 180 • •hjTjo. • BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.18 12 n/a n/a • • • • • • • • • • • • BCDL 10.0 Code FBC2004/TP12002 (Matrix) YvLqut: 145 lb • • • • • LUMBER BRACING • •••• ••r• TOP CHORD 2 X 4 SYP No.2 TOP CHORD • • • • • • • • • • • • BOT CHORD 2 X 4 SYP No.2 *Except* Installation 1 Stabilizer(s) at 9-4-8 (max) oc. 0 i • • • • • • • 19 -20 2 X 4 SYP No.3, 14 -23 2 X 4 SYP No.3 Permanent Structural wood sheathing directly 61ppk'U or 3 -0-0 oc ptriinst WEBS 2 X 4 SYP No.3 BOT CHORD • OTHERS 2 X 4 SYP No.3 Installation 1 Stabilizer(s) at 15 -0-0 (max) oc. • • • • • • • see: Permanent Rigid ceiling directly applied or 6 -l1-0 oc bracing. • • REACTIONS (Ib /size) 2=163910-8-0,12=1539/0-8-0 • • so** • • • • Max Uplift2=- 1050(LC 2), 12=- 1050(LC 2) • • • • FORCES (lb) - Maximum Compression /Maximum Tension • • • • • TOP CHORD 1 -2= 0/57,2.24 =- 2367/1064,3 -24=- 228611081,3-4 =- 3534/1574,4 -5 =- 358611715,5 -6 =- 3528/1736,6 -25 =- 1798/1071,7 -25 =- 170311105,7 -26 =- 1703/1106,8 -26 =- 1798/1071, 8 -9 =- 3528/1736,9 -10 =- 3586/ 1715,10 -11 =- 3534/1574,11 -27 =- 2286/ 1081,12 -27 =- 236711064,12 - 13/57 BOT CHORD 2- 19=- 687/1966, 18 -19=- 714/2157, 17- 18=- 809/2117, 16- 17=- 80912117, 15 -16 =- 809/2117, 14.15 =- 714/2157, 12- 14=- 68711966 WEBS 3-19=-11211393,3-18=-574/1469, 4-18 =- 2621282, 6 -18 =- 44511325, 6 -16 =- 747/528, 7 -16= 53811120, 8 -16 =- 7471528, 8 -15 =- 445/1325, 10.15 =- 2621282, 11 -15= 57411469, 11.14 =- 11211393 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3-second gust); h =18ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C -C Exterior(2) -1.5 -3 to 1.6 -13, Interior(1)1 -6.13 to 9 -10.8, Exterior(2) 9 -10-8 to 12 -10-8, Interior(1) 15 -10-8 to 24 -2-3; Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1050 lb uplift at joint 2 and 1050 lb uplift at joint 12. 5) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing required at each end and at these spacings: TC: Inst. 20 -0-0; BC: ; Inst. 20 -0 -0. 6) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate lncrease =1.00 Uniform Loads (piq Vert: 1- 7 = -90, 7- 13 = -90, 2- 19 = -20, 18- 19 = -20, 15- 18 = -20, 14- 15 = -20, 12- 14 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =162, 2. 24=95, 24- 25 =62, 7- 25 =95, 7- 26 =95, 26- 27 =62, 12- 27 =95, 12.13 =162, 2 -19 =- 12,i8-19=-12,16-18=.12,14-15=-12,12-14=-12 Horz: 1-2=480,2-24=4113,24-25=80, 7-25=-113,7-26=113,26-27=80, 12-27=113,12-13=180 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 7 = -90, 7.13 =30, 2- 19 = -20, 18 -19 =- 20,15.18 = -20, 14 -15 =- 20,12- 14= -20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -7 =30, 7.13 = -90, 2- 19 = -20, 18- 19 = -20, 15 -18 =- 20,14- 15 = -20, 12- 14= -20 5) Bracing installation: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -7 = -5, 7 -13 = -5 i Job Truss Truss Type Qty Ply ALLAN RESPONDE 0010 8A33 -F F1 FLOOR 5 1 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 19 10:04:55 2008 Page 1 6 -10-0 12 -7-0 14 -10 -8 21 -2 -0 27-5-8 6 -10-0 5 -9-0 2 -3-8 6 -3-8 6 -3-8 Scale = 1:46. 5x8 = 2x4 II 3x4 = 3x6 = 2x4 II 3x4 = 3x4 = 5x8 = 1 2 3 4 5 6 7 8 [ I^ 0 0 4 �, 16 15 14 13 12 11 10 9 2x4 II 4x9 = 3x6 = 20 II 3x4 = 4x5 = 4x5 = 2x4 II 0T4T0 6 -10-0 12 -7-0 14 -10-8 21 -2-0 27 -1-8 27, -� 0 -4-0 6 -6-0 5 -9-0 2 -3 -8 6 -3-8 5 -11-8 •••• 0-4-0 Plate Offsets (X,Y): 1:0 -3.0 0 -2 -1 :0 -1 -12 0 -1 -8 , 8:0-4-0 0-3-0 , 10:0 -1- 12,0 -2-0 12:0 -1- 12,0 -1 -8 • • • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (foe) I /deft L/d • pYATEf CZRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.43 10 -12 >554 360 • jnj ;0• • j9b • • • • • • TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.68 10 -12 >353 240 • BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.04 8 We We • • • • • • • • • • • • BCDL 5.0 Code FBC20041TP12002 (Matrix) V21 9V 129 lb 0064 • LUMBER BRACING *as* • • • • • • : • TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly ipp4pjj gr 3 -2-8 ocpuriirl6• except •rod• • 3-6 2 X 4 SYP SS verticals. • • • • • • • • • • e BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10,010 of tracing. 11 -14 2 X 4 SYP SS WEBS 1 row(s) of 1 Stabilizer(s) at 1/2 pts• • • • • • • • WEBS 2 X 4 SYP No.2 *Except* 4 -15 • • • •••• •••• • 1 -162 X6 SYP No.2, 8-9 2 X 6 SYP No.2 •• • • • REACTIONS (lb /size) 1= 81/0.3-8, 8= 1021/0 -3$, 15= 1794/0 -8-0 • • • • • • • • Max Upliftl=- 173(LC 3) • • • • Max Grav 1= 277(LC 2), 8= 1021(LC 1), 15= 1794(LC 1) * • • FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -16= 0/40,1 -2= 0/918, 2-3= 0/918, 3- 4= 0/918, 4-5=- 2515/0, 5-6 =- 2515/0, 6.7 =- 2515/0, 7-8 =- 2793/0, 8 -9 =0/33 BOT CHORD 15- 16= 0/263, 14- 15= 0/2515, 13- 14= 0/2515, 12- 13= 0/2515, 11.12= 0/2793, 10- 11= 012793, 9 -10 =0/206 WEBS 1 -15=- 1053/0, 2 -15 =- 641/0, 4 -15 =- 356010, 4.13= 0/391, 5 -12 =- 193/0, 7 -12 =- 4901287, 7 -10 =- 609/0, 8 -10= 0/2686 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 1 uplift at joint 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -8= -100, 9- 16 =-10 2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 2 = -100, 2-8=-20,9-16=-10 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 2 =-20, 2 -8= -100, 9- 16 = -10 4)1st chase Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -5= -100, 5-8=20,111-16=110 5) 2nd chase Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2= -100, 2-4---20,4-8=-100, 9.16 =40 1 • • Job Truss Truss Type Qty Ply RESPONDE 0011 8A33 -F F2 FLOOR 6 JALLAN 1 Job Reference o Iona/ BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:55 2008 Page 1 7 -2-0 7 -2 -0 Scale: 1' =1 1 5x8 = 2 20 11 2c4 II 4 3 3x4 = 0-4-0 7 -2-0 0 -4-0 6 -10 -0 • • • • Plate Offsets (X,Y): [1:0.3-0,0-2-12], 3:0- 1- 12,0.1 -8 • • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid • ��t ATE GRIP • • TCLL 40.0 Plates increase 1.00 TC 0.62 Vert(LL) 0.00 4 **`"' 360 ATA • 2)t1 yd • 0 • • • • TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.07 3-4 >999 240 • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a 000000 • • • • BCDL 5.0 Code FBC2004ITP12002 (Matrix) •V1jej4t: 35 lb • • • • • LUMBER BRACING ••••• •••• •••• TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly yWy%tpr 7 -2-0 ogpu4I8% except*" • BOT CHORD 2 X 4 SYP No.2 verticals. • • • • 0 • • • • WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10MOO exAbracing. • • 1-4 2 X 6 SYP No.2 000000 • • REACTIONS (Ib /size) 1=355/0-3-8,3=36510-8-0 • • • • • i • • FORCES (lb) - Maximum Compression /Maximum Tension • • • TOP CHORD 1-4=0/32,1-2=0/0, 2- 3= -32310 • • • • • • • • BOT CHORD 3-4 =0 /0 • • • WEBS 1 -3 =0 10 NOTES 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0.0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 4) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 2 = -100, 3 -4= -10 • • Job Truss Truss Type Qty Ply ALLAN RE- SPONDE 0012 8A33 -F F3 FLOOR 1 1 Job Reference o tional BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:56 2008 Page 1 6 -5-8 12 -11 A 6 -5-8 6 -5-8 Scale = 1:21. 2x4 11 30 = 4x7 = 1 5x6 = 2 3 4 i I Ll 8 7 6 5 3x4 II 30 = 3x10 = 3x4 11 p 4-0 6 -" 12 -11-0 04-0 6 -1-8 6-5-8 Plate Offsets (X,Y): 1:0- 3-0,0 -2 -1 LOADING(psf) SPACING 2-0.0 CS1 DEFL in (loc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.07 6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.11 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight: 62 lb LUMBER BRACING 0 • 09.4`06 000000 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6-11 oc gurlins, exceptand BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied q{ SQ#Q4oc bracing, 9 09 00 • • : • 1.82 X6 SYP No.2 • •9.4`4`• REACTIONS (Ib /size) 1= 67110 -3.8, 5--671 /Mechanical 0 • • 9 0006 • 9 FORCES (115) - Maximum Compression /Maximum Tension 0000 0 0 0 0 • • : • • • TOP CHORD 1-8=0/49, 1- 2=- 1447/0, 2- 3=- 1447/0, 3-4=- 1447/0, 4- 5= -619/0 90:00: 4` • • • • • • • • • BOT CHORD 7-8--01236,6-7=01236,5-6=01255 • • • • • • • • • • • • • •: • WEBS 1- 6= 0/1254, 2- 6=- 60410, 4- 6=0/1229 •9•••4` • NOTES 4` • 0 • 0 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. • • • *0:0 0 4` • • • • • 2) Refer to girder(s) for truss to truss connections. • • 0000 :***a: 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to Alll :A 0 0 • : their outer ends or restrained by other means. • • • 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • • • 5) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 4 = -100, 5.8 = -10 Job Truss Truss Type Qty Ply ALLAN RESPONDS 0013 8A33 -F F4 FLOOR 5 1 Job Reference o ionai BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:56 2008 Page 1 4 -11-8 9 -11-0 4 -11-8 4 -11-8 Scale =1:16. 3x6 = 1 5x8 = 2 2x4 11 3 Ll II 53x8 = 4 62x4 2x4 11 0 -4-0 4 -11-8 9 -11-0 0.41-0 4 -7-8 4 -11-8 Plate Offsets X Y : [1:0-3-0,0-2-12 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.02 5 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.04 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 4 nla n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight: 49 lb s•ss LUMBER BRACING • • 0 0 0 0. 0 **so** TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directy applied or 6 -0-0 oc purlins, except efld BOT CHORD 2 X 4 SYP No.2 verticals. • • • • • 0 • WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applie w.044 -p oc bracing.* • s s • • • . • 1.62 X6 SYP No.2 • •sssss • • • REACTIONS (lb /size) 1=50610-3-8,4--506/Mechanical 0000 0000 0 0 •sss•• • • ••s• 0000 FORCES (lb) - Maximum Compression /Maximum Tension •0 • s • • 0 TOP CHORD 1-6=0/38,1-2=-82310,2-3=-82310,3A---46610 606060 s see s• 0.0 BOT CHORD "=01130,4-5=01146 • • a..* • • • • • • • • • • • WEBS 1- 6/736, 2- 5= -459/0, 3- 51713 : •00•ss • • NOTES • • • 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. • • • • • • • • 0 • • • • • • 2) Refer to girder(s) for truss to truss connections. • • 0009 • • 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to %9-91% It 0* 0 • • • • their outer ends or restrained by other means. • • • 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. • • • 5) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -3 =-100, 4 -6 = -10 Job Truss Truss Type Oty Ply ALLAN RESPONDS 0014 8A33 -F FGR1 FLOOR 1 2 Job Reference o Tonal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:57 2008 Page 1 30 - 2 -11-0 2 2x4 11 2 -11-0 Scale =1:9.1 X X 3 2x4 II 2 -11 -0 f 2 -11-0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 4 — 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 37 lb LUMBER BRACING *000 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or t- 11•A%'purlins, gYFgp gr4d BOT CHORD 2 X 6 SYP N0.2 verticals. • • • • WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied wd0 -0A oc bracing. • • •••••• •• •• •••••• REACTIONS (lb /size) 4= 243103 -0, 3= 243/0.3.0 • FORCES (lb) - Maximum Compression/Maximum Tension • • • • • • TOP CHORD 14---230/0,1-2=0/0, 2- 3= -230/0 • • • • BOT CHORD 34=0/0 • • • • • • • • • • • • • • • WEBS 13 =0 /0 •••••• • ••• ••••• NOTES •• •• •• • •••••• • 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: • . • • • . . • Top chords connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. • • • • Bottom chords connected as follows: 2 X 6.2 rows at 0 -9-0 oc. • • • • • • • • • • • • • • Webs connected as follows: 2 X 4 -1 row at 0 -941 oc. • • • • • • • • 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply • • • • • • • • • connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. • • • • • • • • • • • 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. . • • 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-2=-175,3-4=-10 Job Truss Truss Type Qty Ply ALLAN RESPONDE 0015 8A33 -F FGR2 FLOOR 1 2 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.600 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:57 2008 Page 1 4 -10 -0 9-8-0 I 4 -10 -0 4 -10-0 Scale: 314 " =1 3x8 = 1 3x8 = 2 2x4 11 7 3 i Ll 63x10 8 4 3x6 11 3x6 11 4 -10-0 9-8-0 4 -10-0 4 -10-0 —Plate [1:0-2-12,0-1-8],[3:0.2-12,0.1-8] LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lld PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.04 5 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.07 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.00 4 We n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight: 1141Il • • • LUMBER BRACING • • • 0000 000900 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing d1rec a0plied or 6 �-0 oc ylins, except :& +1' BOT CHORD 2 X 6 SYP No.2 verticals. WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly appliedmr 60Wo%oc bracing: • • 0 6006:6 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 • ••990• REACTIONS (lb/size) 6= 1852/03 -0, 4= 1758103 -0 000000 • • 0 • • • •009 •0.00 FORCES (lb) - Maximum Compression /Maximum Tension :*06906 • 0 TOP CHORD 1- 6=- 119410, 1 -2 =- 2954/0, 2- 7=- 295410, 3- 7=- 295410, 3.4=- 1172/0 •0 • • • • • 0 0 0 • BOT CHORD 5-6=0/668,5-8=01659,4-8--01669 • • • • • WEBS 1-5=012405, 25=- 71410, 35= 0/2413 • •00••• • • NOTES • 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: 0 • Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc, 2 X 4 -1 row at 0 -9-0 oc. • • :000 • 0 0 • • • • Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc. • 0 0 • 9 i Webs connected as follows: 2 X 4.1 row at 0 -9-0 oc. • • • 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply • • 0 connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Girder carries tie -in span(s): 10 -2-0 from 0 -0-0 to 9 -5 -0 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -7 =-175, 3- 7 = -100, 6- 8=- 228(F= -218), 4 -8 = -10 I Job Truss Truss Type Qty Ply ALLAN RESPONDE 0016 8A33 -F FGR3 FLOOR 1 2 Job Reference o tional BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Feb 1910:04:58 2008 Page 1 3-6 -6 , 6 -9.4 12 -0 -12 17 -4-4 1 22-4 -2 27-4 -0 3 -6-6 3 -2 -14 5 -3-8 5 -3-8 4 -11 -14 4 -11 -14 Scale =1:46. 3x4 = 2x4 I I 3x8 = 3x4 = 2x4 I I 3x8 = 3x4 = 2x4 11 3x4 = 1 2 3 4 5 6 7 8 9 i Li 17 16 15 14 13 12 11 10 2x4 11 3x8 = 2x4 11 5x8 = 2x4 11 3x4 = 3x8 = 2x4 11 3-6 -6 6 -9-4 12 -0 -12 174-4 1 22-4 -2 27 -4-0 3 -6 -6 3 -2 -14 5 -3-8 5 -3-8 4 -11 -14 4 -11 -14 Plate Offsets X, 14:0 -3- 12,0 -3-0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.03 14 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.05 14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.01 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 268 lb • • LUMBER BRACING • • 0000 • • • • • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing dlrectip applied or 6 -0-0 oc purlins, except eltd BOT CHORD 2 X 4 SYP No.2 verticals. • • • • • • • o • 000000 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied "-$ oc bracing.* • • REACTIONS (lb /size) 17= 184/03 -0, 10= 414/0 -3 -0, 15= 1519/0 -8 -0, 13= 1651/0-4-0 • • • • • • • : • • • • Max Upiiftl7= -66(LC 5) 0000 • • • • • • Max Grav 17= 300(LC 4), 10= 477(LC 4), 15= 1546(LC 2), 13= 1660(LC 3) • • • • 0000 0000 00000 • FORCES (lb) - Maximum Compression /Maximum Tension 000000 • 000 0 • • • • TOP CHORD 1- 17= •269/87, 1- 2=- 283/281, 2 -3 =- 283/281, 3 -0 =- 1206/0, 45 =- 1206/0, 5 -6 =- 1245/0, 6- 7=- 752/81, 7.8 =- 752/81, 8- 9=- 752181, 9- 10=- 43610• • • %00 • • • • • BOT CHORD 16 -17 =0174, 15- 16=- 503/0, 14- 15= 503/0, 13 -14=- 506/0, 12 -13 =- 506/0, 11- 12=- 506/0, 10 -11 =0/145 • • • • • • WEBS 1 -16= 341/237, 2 -16 =- 321/64, 3.16= 01562, 3 -15=- 1450/0, 3.14 = 0/1746, 5 -14=- 98310, 6 -14= 0/1717, 6 -13 =- 1561/0, 6- 11=0/1085, 8- 11s50Q/0,t9.11 =- 135/647 • 0 • • 0000 0 000•• NOTES • • 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: • • 0000 • • Top chords connected as follows: 2 X 4 -1 row at 0.9 -0 oc. • • • 0 • • • :0006: Bottom chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc. • • • Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. • • • 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 17. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -100, 3-6=475,64=1100, 10- 17 = -10 2) 1st unbalanced Floor: Lumber increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -100, 3-6=-175,6-9=-20,10-17=-10 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-3=20,34=475,6-9=400, 10- 17 = -10 4) 3rd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -3 =400, 35 =40, 6.9 =-100, 10- 17 =-10 5) 4th unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-20,3-6=.175,6-9=-20,10-17=-10 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handlinq Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localization de restriccion lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriction y arriostre temporal de los trusses. Vea el folleto BCSI Guia de Buena Practica Para el Mane o. Instalaci6n. Restriction y Arriostre de los Trusses de Madera Conectados con Placas de Metal * ** para intrmacion mas detallada. Los dibujos de diseno de IDs trusses pueden especificar las Truss Design Drawings may specify locations of localizaciones de restriccion lateral permanente o refuerzo permanent lateral restraint or reinforcement for en IDS miembros individuales del truss. Vea la hoja resumen individual truss members. Refer to the BCSI- BCSI -B3 - Restriction / Arriostre Permanente de Cuerdas B3 Summary Sheet - Permanent Restraint/ y Miembros Secundar!os*** pat mas informacion. El Bracing of Chords & Web Members * ** for more resto de los disenos de arriostres permanentes son la information. All other permanent bracing design responsabilidad del Disefiador del Edificio. is the responsibility of the Building Designer. ® The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalaci6n, restriccion y arrisotre incomecto puede ser la caida de la estructura o a6n peon, heridos o muertos. QBanding and truss plates have sharp edges. Wear gloves when handling and safety glasses when Q cutting banding. Empaques y placers de metal tienen hordes afilados. Lleve guantes y lentes protectores cuando corte IDs empaques. HANDLING - MANEJO A Avoid lateral bending. — Evite la flexi6n lateral. QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. :`;v` f If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information pertaining to handling and jobsite storage of trusses. Si IDs trusses estaran guardados horizon - talmente, ponga bloqueando de altura suficiente detras de la pila de IDS trusses a 8 hasta 10 pies en el Centro. Para trusses guardados por m6s de Una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lacion. Vea el folleto BCSI Guia de Buena Practica para el Maneio. Instalacon Restricci6n y Ar- riostre de los Trusses de Madera Conectados con Placas de Metal * ** para informacion mas detallada sobre el manejo y almacenado de IDS trusses en area de trabaio. © Use special care in Utilice cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. Do not store No almacene unbraced bundles verticalmente IDS upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. Warning! Don't overload the crane. iAdvertencia! iNo sobrecargue la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo IDS empaques para levantar un paquete. No levante un gruuo de paquetes empaqueandos individualmentes. A single lift point may be used for bundles Top Chord Temporary Lateral Restraint (TCTLR) Spacing Spreader bar Espaciamiento del Arriostre Temporal de la Cuerda Superior Two lift points may be used for bundles with for truss trusses up to 60'. structure with truss bundle. Use at least 3 lift points for bundles with iAdvertencia! No sobrecargue la estructura trusses greater than 60'. apoyada con el paquete de trusses. Puede user un solo lugar de levantar para O O QUse proper rig- Use equipo apropiado ging and hoisting para levantar e equipment. improvisar. Do not store No almacene unbraced bundles verticalmente IDS upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. Warning! Don't overload the crane. iAdvertencia! iNo sobrecargue la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo IDS empaques para levantar un paquete. No levante un gruuo de paquetes empaqueandos individualmentes. A single lift point may be used for bundles Top Chord Temporary Lateral Restraint (TCTLR) Spacing with trusses up to 45'. Espaciamiento del Arriostre Temporal de la Cuerda Superior Two lift points may be used for bundles with Warning! Do not over load supporting trusses up to 60'. structure with truss bundle. Use at least 3 lift points for bundles with iAdvertencia! No sobrecargue la estructura trusses greater than 60'. apoyada con el paquete de trusses. Puede user un solo lugar de levantar para V o.c. max. paquetes de trusses hasta 45 pies. Q Place truss bundles in stable position. Puede usar dos puntos de levantar para Puse paquetes de trusses en Una position paquetes hasta 60 pies. estable. Use por to menos tres puntos de levantar para paquetes mas de 60 pies. B7 - Restriction/ Arriostre Temporal vertical webs at end of INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION DE TRUSSES INDIVIDUALES POR LA MANO Trusses 20' _ — t I or less, sup- Trusses 30' or "- less, support at � f port at peak. �1 quarter points. Refer to BCSI -B3 Sum- Soporte Soporte de INSTALLING - INSTALACION del pico IDS los cuartos Web Members * ** for G ablk • • • trusses de de tramo los Truss 20 pies o F Trusses up to 20' Para informacion spore • • trusses de 30 4- Trusses up to 30' -0. menos. Trusses hasta 20 pies par-4Armazongs Hastiales • 00 0 pies o menos. Trusses hasta 30 pies IOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES QHold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en posici6n con equipo de gr6a hasta que la restriccion lateral temporal de la cuerda superior este instalado y el truss ester asegurado en los soportes. ® Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! El use de un solo lugar en el pico pare levantar puede facer dano at truss. 0000 • • 0000 0000•• HOISTING RECOMMENDATIONS FOR NRGLE• • • �� 0 • TRUSSES 0.00.0 •••••9 so °orl�si••�• RECOMENDACIONES PARA LEVANTAJTJ1tV&S 0 0 INDIVIDUALES • • 0000 • • • Approx. 1/2 • • • • • • • truss IerRjtlA Tagline • • Spreader bar 0000•• —�—••• ••��• Toe-lo �- �� =�n • • • • • • • •Attach is • 0 Locate Spreacrr bar tO' o.c. Spreader bar 1/2 to • • • above or stinback max. Tagline '— 2/3 truss length I• did- height • • • • • • • • • • • • L • Spreader bar 2/3 to 3/4 truss length —� Tagline 5 TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to BCSI -B2 Summary Sheet - Truss Installation & Temp�ry Restraint/Bracing* ** *Lateral Chord Temporary for more information. Restraint LR) Vea el resumen BCSI -B2 - Instalacon de min. Trusses y Restriction / Arriostre Temporal * ** para mas infierrnad6n. QLocate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque IDS arriostres de tierra para el primer truss directamente en linea con cada Una de Brace first truss las filas de restriccion lateral temporal de la k-osecurely before cuerda superior (vea la tabla en la pr6xima on of additional columna). s. Do not walk on unbraced trusses. Q No camine en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALA06N DE LOS TRUSSES R11) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale IDs arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra. 3) Instale IDS proximos 4 trusses con restriccion lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para IDs planos de los miembros secundarios para estabilice IDs primeros cinco trusses (vea abajo). 6) Instale la restriccion lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos IDs trusses esten instalados. Refer to BCSI -B2 Summary Sheet - Truss Installation & Tempi;irauy Restraint/Bracing * ** for more information. Vea el resumen BCSI -B2 - Instalac6n de Trusses y Restriction / Arriostre Temporal * ** pat mas informacion. RESTRAINT { BRACING FOR ALL PLANES OF TRUSSES RESTRICCION /ARRIOSTRE PARA TOWS PLANOS DE TRUSSES This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restriccion y arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords' �� Diagonal Braces every 10 truss spaces (20' max.) SO' -15' /Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 ® Refer to BCSI-B7 Diagonal Bracing Height Summary Sheet 10' or 15'• r� Repeat 5 Diagonal Bracing - Temporary & every 15 truss spaces (30') Permanent Restraint) ` 2 bundles Bracing for Parallel 8. Clay Tile Chord Trusses * ** for more information. Vea el resumen BCSI - Apply Diagonal Brace t— B7 - Restriction/ Arriostre Temporal vertical webs at end of *Consult a Professional Engineer for trusses longer than 60'. /� *Consulte a un Ingeniero Profesional para trusses mas de 60 pies. r See BCSI -B2 * ** for TCTLR options. Trusses de Cuerdas locations. lapped at least two trusses. Vea el BCSI -B2 * ** para las opciones de TCTLR. Refer to BCSI -B3 Sum- spacing shall be mary Sheet - Permanent INSTALLING - INSTALACION Restraint/Bracing of Chords & Out of Plane Web Members * ** for G ablk • • • Out of Plumb End f Pte% reFiraint/braa qp/0 Truss reinforcement information. Para informacion spore • • restfl(tier>1�rlbstre /refLArlo •• 0 0 0 0 0 Repeat diagonal par-4Armazongs Hastiales • 00 0 braces for each veaeleressrl�vt BCSI-B3 set of 4 trusses. - R&�tricci6n /Rrriostre • • • %round bra0cilklr1bt sown for clarity. Repita los Permanante de Cuerdas 11 0 0 0 0 0 0 0 arrisotres diagonale Mid tin s6ecundarios. * ** para cada grupode 00000 ••• • 000.00 2) WEB MEMBER PLANE �PLANO CE LOS MiEMBROS SECUNDARIOS 4 trusses. • •' • • • • • • • Diagonal LATERAI- RESTMPNT•• 0 Bracing & DI49PJIJ)L BRACING Web members• 7/8" ARE VERY PMPOR,7A.W • ax1/4" M. cengin =�� iLA REsTRIcc16N• • • 1/2" LATERAL Y EL ARRIOSTRE DIAGONAL Bottom chords SON My IMPORTANTESI Diagonal Braces pn_ ✓ _ every 10 truss Q 10' -15' max. Same spacing as spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords' �� Diagonal Braces every 10 truss spaces (20' max.) SO' -15' /Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 ® Refer to BCSI-B7 Diagonal Bracing Height Summary Sheet 10' or 15'• r� Repeat 5 Diagonal Bracing - Temporary & every 15 truss spaces (30') Permanent Restraint) ` 2 bundles Bracing for Parallel 8. Clay Tile Chord Trusses * ** for more information. Vea el resumen BCSI - Apply Diagonal Brace t— B7 - Restriction/ Arriostre Temporal vertical webs at end of y Permanente p� cantilever and at bearing All Lateral Restraints i Trusses de Cuerdas locations. lapped at least two trusses. Parallel as * ** para `Top chord Temporary Lateral Restraint spacing shall be mas informacion. 10' o.c. max. for 3x2 chords and 15' o.c. for 42 chords. INSTALLING - INSTALACION Out of Plane Tolerances for Out -of- Plane. Out of Plumb Max. Truss Tolerancias para Fuera -de- Plano. Bow Length Max. Bow D /50 D (ft.) 3/4" 12.5' — Length — >I s Bow 1' 7/8" 14.6' ax1/4" M. cengin =�� 1/2" 2' Max. Bow 1" 16.T pn_ ✓ _ 3/4" 3' 1 -1/8" 18.8' U Length ► 0 1" 4' 1 -1/4" 20.8' Plumb 1 -3/8" 22.9' o Tolerances for bob 112" 6' 1 -1/2" 25.0' Out -of- Plumb. Tolerancias para D/50 max 1 -3/4" 7' 1 -3/4" 29.2' Fuera -de- Plomada. 2" ' -B' 2" 133.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construction hasta que todas las restric- ciones laterales y IDS arriostres estdn colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI -B4 Sum - mm Sheet - Construction Loading * ** for more information. No exceda las alturas maximas de mont6n. Vea el resumen BCSI -B4 Carga de Construction * ** para mas informacion. Material Height Gypsum Board 12" Plywood or OSB 18" Asphalt Shingles 2 bundles Concrete Block 8. Clay Tile 3-4 tiles high 7 Zr GDo not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Never stack materials near a peak. Nunca amontone los materiales cerca de un plco. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. Q Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. 17� \r Truss bracing not ALTERATIONS — ALTERACIONES - N shown for clarity. QRefer to BCSI -B5 Summary Sheet - Truss Damage. lobsite Modifications & Installation Errors. * ** Vea el resumen BCSI -B5 Dafws de Trusses. Modifications en la Obra y Errores de Instalacon.*** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. _ - No Corte, altere o perfore ning6n miembro estructural de un truss, a menos que este especificamente permitido en el Dibujo del Disefio del Truss. ® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han lido alterados sin la autorizaci6n previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Fabricante de Trusses. — Contact the Component Manufacturer for more information or consult a Professional Engineer for assistance. ...... iy rvr ui a su y.wn y— NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project If the Contractor believes it needs assistance in some aspect of the constmction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities im,oWd, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as superior to the Building Designers design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining /bracing and providing stability for the walls, columns, Boors, roofs and all the interrelated structural building components as determined by the Contractor. Thus, WTCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. 61h - TRUSS PLATE INSTITUTE 6300 Enterpriser Lane - Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274 -4849 • www.sbcindustry.com 703/683 -1010 • www.tpinst.org Fed T" FOR TRUSSES 16' AND 24' ON- CENTER AND UP TO 80'-00 IN LENGTH PARR TRUSSES HASTA 16 Y24 PULGADAS EN CENTRO Y HASTA 80 PIES DE LONGITUD Spans over 60' require more complex Temporary Installation Resti Consult a Professional Engineer. Vanos mAs de 60 pies requieren Insta/acidn Temporal de Restricci+ complefo. Consulte un Ingemero Profesional. Disregarding handling, installing, restraining and bracing safety recommendations is the major cause of truss erection /installation accidents El no seguir las recomendaciones de manejo, instalact6n, restricci6n y arriostre es la causa principal de los accidentes durante la erecci6n/instalacidn de trusses. STABILIZER Lateral Restraint is not adequate without Diagonal Bracing. Restrlcd6n Lateral de STABILIZER no es adecuada sin Arriostre Diagonal. Q Always diagonally brace for safety! 15iempre amostre diagonalmente para segundad! MAXIMUM SPACING FOR TOP CHORD STABILIZER TEMPORARY LATERAL RESTRAINT (TCSTLR) ESPACIAMIENTO WXIMO PARA RESTRICC18N LATERAL TEMPORAL DEL STABR M DE LA CUERDA SUPERIOR (TCMR) The graphic at left shows the maximum on- center spacing (see * at - left) of TCSTLR based on truss span from the table in Step 2 on page 2. � • Ground bracing not shown for davit yr. DhH� �"° m+ r h• • Apply Diagonal Bracing or Structural Sheathing immediately. For Affla °DUpA81° spans over 60' applying Structural Sheathing immediately Is the RIOffi3C0 df fJp ?. preferred method. B dibujo a la Izquierda muedra el espadamiento m hdmo en el cenift (vea * a la uqulerda) dd TCSTLR basado en los vans de trusses de la tabla en d Paso d en la pdoina 2. -`c 0000 • No se muestra el arriostre ge tierp Kara dkW, * *00000 • Aplique Inmediatamente AlPiDA Oagona14EntaVado Eetrudail `�aq W y orb (strudanal sheathing). Pal YajW tjtas de f!0• ^ f mdted�o*pXWo es entablarlo ice. • CHECK THESE ITEMS BEFORE STARTING ERECTION /INSTALLATION AND CORRECT AS NEEDED • • • • *see : • • • • REVISE FTOS PUNOS ANTES DE EMPER LA EltECCIIN 1INSTALACI3N Y comm COMO ES LEs5R0 **:000 ® Sui!ding dimensions .natch the (. orstn a-kn Oocumert5, Trt,sses are tie correct dimens*m • * e • 0 000 * * * * 0 ••.e L'n;:envor.� ::el et.,..cio ::cncLC:r Tn tor: l'l::rJS de Lei ?St:'UCClJrI. del d Df171en5i0n de !us trt:a�es e . cn y,04..* i 0000.. Q Bearing SL pperts are accurately and -,;ecurely irstal!ed. Tops of !)Faring supports are f'4r,I,Vgejpnd at the correct elevation.' Sopor!es de So rener son ,iatalados corrertamente y segur amenre. La ;)arte superior de los soportes son pans, rn �je y a la 4jvjj`• � ® Load Bearing supports {e.,�., r tills, columns, neaders, beams, etc.? are braced. [1 correcta. • • ]obsite is rJean and neat, and lee c�%structiork00' :4000: plumb and properly Soportes q: re s �sterer carya5 (Fl.: paredes, columns, vigas de cabezera, Lv :,bra esta fin pia, orderiada y SSA ob"Trucciene! � * • • v.-gas, etch tera) son plontae;as y correctamente arriostradas so * [� i4angers, tie- dav,ns, restraint and Gracing materials are tv sate and acces- :;�rae. ol-91idore s (!;x pers), 5oporf's da anclaje (.,e-driv05) y mater+3ies tai' W%tl ",LC(N1 y ami,;4re cstdn aLx s.bfas eo !a Jbrd. . 't•Qt: :rl 1: ''f'ir: r^ ?` r sr, t'<r ;a JE'!:•SG :r; ,jiri! rs, .?re ro!rc <'ly t i.x -;:e zo FV , ,'•ilhC•'t Ire1y °:, 5J. 0_000- 1... `e h :_ . . 070427 Weft 5 summary STEPS To SETTING TRUSSES PASOS PARR A MONTAIE DE TRUSSES Establish Ground Bracing Procedure: Exterior or Interior 1 ■ Estabhwcs W Prooedhatento de Arrias&o de Tierra: Exterior o Mterlor 2 Determine the locations for TCSnR and Ground Brace Verticals ■ Determine !as ublicaclones parn TCSTLR y /as Verdcaies de Awe de Tierra © Use. truss satin tt) determine spacing for Top Chir4o VABILIZER — ,empo- • • • • rY Late+ R i stmint (TCSTLR) from • • • • t� e ai 'ig�� • • • •' Use el vita jfe?r4vss Para det4lminar • • • • @U# espaoamietnta Para Rcsir won • Loteral Temporal del STgX:W4& de �'•'''jCuerrla ?� j�.jrr (Tcs7'�R�,e� !a ••••• •••• •••• ••••• ••• • •••••• • • • • • •••••• • •• •• •• • • • 000.0• • • • • 0000•• •••• • • • • 000000 04, • • • • •• • •• • Pdtk bmak ' Ikxw @ Cna V iald a mw of TCSTLR) Y s'. -1 4• 4'-4• •Cooed a ProteuMW Eqbw for Imm WW du W. —For tflMn In Pei ftm fairs, M oho OCSW;14.— nor or greater TMSS attachment required at wpc W-<-- - / 'r r. L�� L�,.� _.. .i::aY,r_.� � .5.,_ frt 2�ca' . '3;;,Jg �'✓ ._. 'at�..t -.�, , ..i.a .., :f .�i :.ri .... ..'r. �> '� Lit z' 1 � .. . �. � ;C � _...... .; _. . ..7(;. "C Tt R J, 4: :0i t:h .,? C.; "J i T j 'ice Gi ,rl !i ST Tian On Top Chord SSU RM TKAPOMY Lbw ROOM PCs" Spode up to w to' wKaft mwdrrw W - 4S 8' M- Cetder rt rasn 49-W fP rrw*ntan W - W * mardmtan •Cooed a ProteuMW Eqbw for Imm WW du W. —For tflMn In Pei ftm fairs, M oho OCSW;14.— nor or greater TMSS attachment required at wpc W-<-- - / 'r r. L�� L�,.� _.. .i::aY,r_.� � .5.,_ frt 2�ca' . '3;;,Jg �'✓ ._. 'at�..t -.�, , ..i.a .., :f .�i :.ri .... ..'r. �> '� Lit z' 1 � .. . �. � ;C � _...... .; _. . ..7(;. "C Tt R J, 4: :0i t:h .,? C.; "J i T j 'ice Gi ,rl !i ST 3 Set First Trum and Fasten Secur* to Ground Bran■ Verticals ■ Coloque el Pdnmr Truss y Ff eto 5eguramentle a Jos Vert mim do Arriastne de Tierra. © Set first truss (or Gable End Frame) and fasten securely to Ground Brace Verticals and to the wall, or as directed by the Budding Designer: Ex- amples of first truss installed. Coloque el primer tntsti (d Armazon ttastial) y filelo segulamerite 3 las Veiticalas de Arridstre de Tierra y a la pared, o como se dir ige el Dise%a- dor del Eddido. EJemplos del pruner trc,a,z instalado. TCSTLR roon". W TCSTLR bastions, bP TCSTLR \ _ IMPORTANT SAFETY WARNINGI First truss must be attached securely at each bearing and to all Ground Brace Verticals prior to removing the hoisting supports. 61AOVERTENCI4 IMPORTANTE DE SEGURIDADI El primer truss done que ser sujetado seguramente a cada soporte y a Codas las Verdeales de An lostre de Tierra, antes de quitar los soportes de levantar. Set Trusses Z, 3, 4 & 5 with TCSTLR In Une with Ground Bradng ir ■ Coloque los Try Z, 3, 4 y 5 con TCSTLR an Linea con los Arrlostres de T%rra ® Attach trusses securely at all bearings, shirr.mirg bearings as necessary. Examples of first five trusses set. Sutete seguramente los trusses a dodos los soportes, rellenar sdlidamertte los soportes conro sea necesario. Eje mplos de las primeros cinco trusses roloc adds. See debt below. See debsa below. See delaa bebw. II - •� 9 .w *see: (A ..• • 0900 0000•• [Jj Installing STABILIZER lateral Restraint. • • 06000 • • Instale Restricrmon Lateral de STABILIZER. ' ' • 9 • • • • • 00 0 •• • STABILIZER Products are sPeciftily designed to ide lateral restraint and are not just for wing. dodos de STABRigRR de MrTek son d&wUdos !a7kamente pare proveer nestdccidn lateral y no solamente para espadamlento. 141/2' or 221h' it IMPORTANT SAFETY WARNING! Each truss must be attached securely at each bearing and all Top Chord STABILIZER Temporary Lateral Restraints installed before removing the hoisting supports. 0 iADVERTENCZA IMPORT.ANTE DE SEGURIDADI d Cada truss tiene que ser sujetado seguramente a cada soporte y todas pas Restrictions Laterales Temporales de STABILIZER de las Cuerdas Superiores instaladas antes de remover los soportes de levantar. LATERAL RESTRAINT /BRAQNG MATERIAL AND CONNECTIONS CONNECIONES Y MATERIALES DE RESTRICC16N /ARRIOSTRE 0 Lumber used for lateral Restraint andior Diagonal Bracing must be minimum 2x4 stress- graded unless otherwise specified by the Budding Designer. Use MiTek STABILIZER as Lateral Restraint with truss spacing of 16" or 24" on center. Madera usada para Restncc vn Lateral y/o AmosVe Diagonal debe ser por to menos 2x4 graduada por esfiuerzo a mends que especifique de otra maiwa el Disenador del £dificio. Use STABILIZER de Ali Tek COn o Restricodn Lateral con espacramientos de trusses de 15 o 24 pulgadas en centro. 0 All non- STABILIZER bracing and Lateral Restraint members must be connected to each truss with at least 2 nails (see minimum sizes shown below). Todos Icis mtembros de Restriction Lateral y arriostre ro de STABILIZER tienen que ser cor7ectados a cada truss eon ur-; minrnio de 2 ciGvos (ver 1os tamarios rninirros mostrados 10d (0.128x3°) abajo). 12d (0.1280.25' 10 Drive Wads flush, or use double- headed Waits for easiest removal. 16d (0.1310.5 Penetre Jos clavos al rase, o use davos de dos cabezas pats quitarlos miss fkdmente. V U 0 5 Install Top Nord Diagonal Bmdng lmista/e Arr/as&e Diagonal an In Cuardir Superior 0 Attach Diagonal Bracing to the first five trusses. Examples cif Diagonal Bracing on first five trusses. Coloque Arnostre Diagonal a los pnrreros cinco trusses. Ejemplos de AMostre Diagonal en Les primeros deco trusses. Q Or star; apgly ;r..j Structiral Sheathing. Example • • • • �r -WOlval S� ail rng installed directly over • S ABIL.7_0 tattral RestrjjAt;an:rst five Install sin •' trusses. • ' • • • • 9*athWq 0 • • • • Oempieoeen 4sp7llcar el b*baa Estruc tural. STABILI • E}.Nnplo de fritablado E4,4(:ry ,71•instalado ' • • • trtecta,ren`r•. obre la RP5tj1jg6/1 Lateral de • i/�� en ;(om InetalNWeb Menmtn B+hgonal Bracing ZnsbW bl *Wostde Diapnel de M/embras Seam • • •••• • • • Q Tr*mporary kypt r�ember Oiageml Bracing acts +vith the Top Chord and Bottom Chord STABILIZER - 5emporary Laterai Restraint and Diagonal Bracing to form triangulatl(in perpendicular to the plane of ttre truss and prevents trusses from tearing or domincirg. f_.r Arrrostre C,ragonat de Jos ruembros securdanos temporales trabala con 13 Restrrcdtin Latemit Temporal y .4 Arriostre Diagonal de STABILIZE =R de la Cuerda Supenor e Inferor Jura formar :Ina triangulation perpendic- CiaQmrej ,dar al pia,JO clef trr,ss y elita que !cis trusses se n7tl�ren o caigan cemv B J,)min. s. '✓1 .. °' ..F ... .�i. I li ?,. ?ti. , 1 .. _..Cn :� . ; r. ,._•F I' r _- � _� � .7r..,I'ta J Trier ,::;12, .,Cate! at . ;r .tear bGttia,i Ch'.':; iZ _ateral Re- remaers � .jr „F't rba! :IGf . `. "ieb Dia,jona: vr]t:! ) 5t r ;ti °.aj ,' ; "1 ..ir iUp r(1 \• it r_ b ;tTon', ct :cr•1. :�ep,—at -it t ,e :t !on(al i 1G bn in tte t' %;Ure 4 ri, jh . \ tCile j JL•t'CAif, ",7"f- 7P"c!7t . 45 fi ados ?n ro5 ni,'2n7- C� ;eri.,. "i 3 :_..J,s, ?n.7`Yrrj j• ;�-+r r s :r'(�,3.i .,5 ^ ?l- . %� +r.. rr :,,,ti .n i,;;, Jt.r '4 'j The rec,urrerrents for e b ineinter Penranert Indi %,;duai Truss `'ternber Restraint are specified on the TnJss Design Drawing. Refer to PCSI 83 ecCam Chords Summa Sheet - Perrranent Restraint Bracing of Chords & "Veb 'ern- ` LeI5 for r"ore Information.— Diagonal Braves Los requisites Para Restricdtin Permanente de * liembros Individu- every 10 truss spaces ;ales de Truss para miembros secundarios son especrficados en el (20' max.) Dibujo del Diseno de Truss. Vea el resurnen BCSI -63 — Restricci6n/ i al- IT max SN" spwhv sear a ra adil Tae nea+tan Arriastre Permanente de las Cuecdz y Ids'4iewbros Secundaros as bc=n cro'd Lava ResUM ad s fn ftft para rues inforn7ac,6n. Q Mono pitch trusses, deep flat trusses and other types of trusses with deep ends also require STABILIZER Lateral Restraint and Diagonal Bracing on the long web members at the deep end of the truss. Trusses de una Bola pendiente, trusses planos y profundos y otros tipos de trusses con extremos profundos tambien requieren Restriction Lateral y Arriostre Diagonal de STABILIZER en lies miem- bros secundanos largos al parte profundo del truss. 7 InstaN Bottom Chord STABILIZER Lateral Restraint and Diagonal Bracing R Z stale la nes&fcddn Lateral y el Arriblobw D/agonal del STABILIZER de Is Cluerda Znferfor Bottom Cttord STABILIZER Temporary 1 ateral Restraint and D.agooa: Bracing stabilizes tine bottom chord plane during installation and helps maintain proper spacing of the trusses. Restrrco& Lateral 'remporai de STABILIZER y Arriostre Diagonal de la Cuerda Inferior estabilivan el piano de la cuerda ofenor durante la xstaladdn y asiste en mantener espaciaMiento apropiado de los trusses. ® Install STABILIZER as Temporary Lateral Restraint at 15' on- center maximum. Instale STABILIZER como la Restriction Lateral Temporal a IS pies en ei rentro corn maximo. (�7 Install STABILIZER as Permanent Laterat Restraint at !0' or,- center maximum. Speofied spacing may be less; check with dhe Truss De- sign Drawing and /or the Binding Designer. Instale STABILIZER como la Restrio-76n Lateral Temporal a 10 pies en el centeo como max mo. El espadamiento especaRcado puede ser Mena"; Venfique con ei Abujo del D:seno de Truss y/o el Diseilat-for del Ed oo. Q Install Diagonal Bracing at mte,vals of 20' maximum. 1 't le A riostres Di or ,.its a r tery 1ps de 20 pies maxima 1e' -0b' F. c okpMo nnau WM IO um wm (ae -0 smm � led a1 � ndshOWNdIft ® IMPORTANT SAFETY WARNING1 Do not remove ground bracing until all top chord, bottom chord and web Lateral Restraint and Bracing is installed on at least the first five trusses. L!11ADVERTENC ZA IMPORTANTE DE SEGURIDADi No rernueva el arrfostre de tierra hashes quo toda Is Restriction Lateral y Anfostre de la cuerda superior, la cuerda inferior y Jos miembros secundados estAn instalados en par to menos Jos primaries dnco trusses. ns a ag . 2 _ • • • • ••r• •r•••• we on • • • • • 8 Repeat Steps Four Through Seven on Groups of Four Trusses a Repi[a Jos Pasos Cualtro a Slete en Grupos de Cual ro Trusses InsWU Diagonal Braces every m' maximum. Irstale Arrlosbw Dhoonates cada 20 Ales rndxbno. 0lagoaai Daft ragtdred d eaab ad of blu row and am 10 Imam spaces (20' MAL). MiTek a a � b=P�9 txttween rows of m 18b on truss span (see TaW on page 2 far guidelines). 10 truss spaces max fW max.) 4 truss spaces 10 truss max (E max.) spaces max. (20 max) Ground Bragg not shown for clarity. 46.069 • 4444 • • 4444 4444 • ENSURE THAT ALL TRUSSES ARE PROPERLY DIAGONALLY BRACED Apply Structural Sheathing early and often. DO NOT wait until all trusses are set to apply Structural Sheathing. ASEGI%RESE QUE TODOS LOS TRUSSES ESTON ARRIOSTRADOS DIAGONALMENTE APROPLADA14EMM Aptique Entablado Esbzalctural temprano y con frecuende, NO ESPERE hasta quo lochs los trusses esda colmdos para ap/kar Entablado EstrcturaL 6 WARNING! Remove only as much top chord Diagonal Bracing as is necessary to nail down the next sheet of Structural Sheathing. DO NOT EXCEED TRUSS DESIGN LOAD WITH CONSTRUCTION LOADS. (SEE BCSI -84) "' d iADVERTENCIA! Quite solo tanto Arriostre Diagonal de la cuerda superior como sea necessrry para davar la siguiente hoja de Entablado Esbuctural. NO EXCEEA LA CARGA DE DISENO DE TRUSS CON CARGAS DE CONSTRUCCION. (VEA BCSI -04) "' ALTERNATE INSTALLATION METHOD: BUILD IT ON THE GROUND AND LIFT IT INTO PLACE mftooO ALTERNO DE INSTALACI6N: CONSTRUIRLO EN LA TIERRA Y LEVANTARLO EN LUGN Ensure level bearing; set, position, plumb and properly restrain and brace the group of trusses on the ground. Aszgurese que el spoporte es nivelado; :oJkw-x posiclooar, nivelar y restringir y arriostrar 3propiadamaite of gnipo de busses on fa Berra. ® Apply Structural Sheathing for stability. Begin at the heel and atterrate 4'x8' and 4'x4' sneets tip to the peak. Aplique el Entablado Estim-tu,al para estabilidad. Empiece en ei talon y akenie 4 ides x 8 pies y 4 pies x a pies lanwiati Rasta e/ Pico. © Ifistall web and bottom chord Lateral Restraint and "Aagonal Bracing as required by the BuiiUing Desig,ier. &male Restriccron Lateral y Arnostre Diagonal de los iriewbros segt.naarics y de la ciierda inferior corm requ;ere el Dis—ei -odor del E diRcio. Pick up the assembly and set it in place. Levarte el ensan.biaje y coi641ucg0 on Lugar. © Be sure to get the proper Professic;iel Engineering guidance to* the enure system into place safely ar:.d efficiently. Asegur'Se de obtener l? guia de %rtj2rneria A-cF sional apropiada multi le,,intar el si_stenia emero a su Lugar en forma segu.a y efioe,ite. HIP SET ASSEMBLY A BRACING EMUMBWE Y ARRICSTRE DEL GRUPO DE CADERA Permanently connecting the end jacks to the end wall and girder as early in the installation process as possible dramatic* increases the stability of the hip girder and the safety of the structure. Conei:Wndo permanenternent a las gates extremas a Is pared ev&ww y travesaft tan temprono an ef proceso de tnstoloaclM cones sea posible aumenta drMcamente 1a estabilldad dot trovesaPfo de coders (hip girder) oy Is segudd3d de to estricturn. 9.000• • • • 0000•• •••••• •9••• • • 9999 ••0000 • • •• •• •• • • 0990•• �Stnfdlowin9.VV fence: .Use la .WgulentNM9": • . 999..9 • • • 'Step lVositlor6ft %%girder dh the Dearing wad at the specified end wag setback andVenmanently attach to supports. Paso I Pasidone d traveserlo de coders en las paredes de soporte at 'setback' de la pared extreme a rado y sujede a Jas sops permanenbene ft WARNING! Whenever possible, connect multi -ply Girder Trusses together and install the end jack hangers (if required) prior to erection /installation. iADVERTENCIA! Siempre que sea posible, conecte los trusses de travesario de varias -capas juntos y instate los cotgadores de gato extremo (si requerido) antes de to erection /instalacon. Note: All plies of a mull -ply girder shall be attached per the fastening schedule on the MD before attaching any framing members or applying any loads. Note: Todas capas de un travesarlo de vanas capas sujetardn par d horanci de filar en el Dibujo del Diserld de Truss antes de sujetar aigunos miembros o de apticar a/gunas cargas Step 2 Install Hip ]adks, and End.lacks at 1V on center while vane continues to hold girder In place. Paso Ilnstale Gatos de Cadera y Gatos Extremes a 10 pies en centre mien&as la gala continda tener ei travesaiTo en lugac Noire: Attach jack trusses to Top Chord and Bottom Chord of Girder Truss. The Connection at the top is Important as It helps to stabilize the Top Chord of the girden Note: Sujete trusses de galas a Is Cuerds Superior y Is Cuerde InA rtor del Truss de TFavesaft La cones cl6rr par endma as importante corno ayuda a estabitizer Is Cuerda Superior dd travesafl. Install jacks while Bran ce dwesi to Attach Hip Girder hold girder in plm to supp"M kwd Rv Step 3 Install all the corner and end jacks with ail permanent truss -to- bearing connections (e.g., hangers and tte- downs). Paso 3Instate tsodas /os gates extnarroas y gates de dncdn con todas conecdones permanentes de truss- a4oporde (Ej Colgadores soportes de andaje. Step 4 Install the next hip tniss and attach 2x4 Short Member Temporary Lateral Restraints, cut to a minimum of 32' kung, to the flat portion of the Top Chord of both the hip girder and the hip thus with two nail at each end. Place and attach MITek STABILIZER Lateral Restraint along sloped sides of the hip girder acid hip truss per the spacing guidelines provided on page 2 of this document. Pa so a Instate el prdidmo truss de coders y sujete 2x4 Restricdenes Laterales Temporales pars Mienbros Co tas, cortadas a un mfmmo de 32 putgadas de largo, a Is paree piano de Is Cuerda Superior de ambes el travesaffo de coders y el truss de coders cion dos daves a cada extrerno. Coloque y sujetar Is Restdcddn Lateral de STABILIZER de MITek a to largo de los lades pendlenties dot travesar% de coders y truss de codes segun las directrices de espaciamientio pmvistas en la p4g na, 2 de este documento. 20 Shat Meff6er STABIWER Step 5 Install remaining tip trusses. For the flat portion of each hip truss use 2x4 Short Member Temporary Lateral Restraints that are at least double the length of the first set of Short Member Temporary Lateral Restraints (see Figure below). For the sloped sides of the trusses, Install WTek STS Lateral Restraint per smadng guidelines an page 2 of this document. Paso SLts<ale el resto de los buyer de cadera. Para /a parte plane de calla buss de ceders use 20 Restrlafones males Tenporales Para Miembros Cortas que son par /a menos dab/es la kmgitud del primer grupo de Re0ftiones LatwWw Ternpaales de M/embros Cortas (vea Rgura abajo). Para los Was Mantes de /as Mmes, InsWe RmMcd6n ia[tal de STABIif M de MlTek segi2n /as dkecMces de espadamkarto en la p3gina 2 de este doarmeft 294 Shat Member BILKER Step 6 Install pitched trusses using the guidelines provided in Steps 2-8 on pages 2 -5 of this document. step 6 Instate busses pend ientes usando las directriaes provlstos en Plasm 2 -8 en pilginas 2 -5 de ede doanneniv. TABILIZER Warning! 00 NOT stack materials or stand on end jacks as it causes instability in the hip girder. iAdvertencia/ NO amoatone materiales W pile en los gatos extremos por asi cause inestabilidad en el travesano de cadera. M!Tek LONG SPAN TRUSS INSTALLATION INSTALAQbN DE Timm DE VANOS LARGOS WARNINGI TRUSSES OVER WIN LENGTH ARE EXTREMELY DANGEROUS TO INSTALL AND REQUIRE MORE DETAILED SAFETY AND HANDLING MEASURES THAN SHORTER SPAN TRUSSES mmitTENCIA/ TRusms MAs DE 60 PIES DE LARGO SON DMEMAMENTE PELIGROSOS A INSTALAR Y REQUIEREN MEDIDAS DE SEGURIDAD Y MANE-TO MAS DETALLADAS QUE TRUSSES DE vANOS MAS CORTOS BEFORE STARTING - ANTES DE EMPEZAR Q Hire a Professional Engineer to provide a temporary restraint/bracing plan and to supervise the erection process. Contrate un Ingeniero Profesional para proveer un plan de restriction/ amostre temporal y para supervisar el proceso de erection. [elf Develop a safe, effective truss installation method and inform all crew members of their roles. Elabore in m6todo seguro y efectivo de la instalad6n de trusses e informe todos tripulantes de sus papeles. Use installers who have experience installing trusses greater than 60` ii span. Use instaladores que tienen experiencia eii instaiar trusses m6s que 60 pies der nano. ® Ensure that the walls and supporting structure are sobie and ad- equately restrained and braced. • •' • • • Asegure que las paredes y ladestruotura sopar "one son eZ -iWe *T • • adecuadamente restringidos f , V?04ado& . . • • [( Have all necessary lifting eq"%%dnd bwMWW Aerials qp•I a:. Make sure the crane operator understands the special hoisting require- ments of Long Span Trusses 1sse� I oI }."' • •••••: [:'rqa tcdo equipo de lwjant�r•�1�3r�;at nat�s•'!� � =�strucctSn • oi>ce�irios a la maro. As g.are +tv ei rp:ran�••ie gr6a ererr • los rcqu sitos esper-iales de lgy4at i`lys Trussei Ggydres Lamp :4Vt SCSI -81 •••••• •••• i •••••• Ntio to • • • • tr at • Spreader bar • • 1.� oases: Locate • • above or stlftback • • • •(}IZL• i • • • • i mid4*X I • • • Spreader bar 213 to 3/4 truss length For trusses up to and over 60 Attach to truss at Spreader bar 10' o.c. or stiffback Al Max Spreader bar 213 to _No. Tagline 3/4 truss ter o I -4- For trusses up to and over 60 ---> TIPS FOR SAFE AND EFFICIENT INSTALLATIONS CONSEXPS PARR ZNSTALACIONES SEGURAS Y EFICrENTE5 ® Assemble the first five trusses with all Structural Sheathing, rrs r:, fit and bracing, either as the trusses are installed or bui:t as a utn :t or, tree gr a nd and lifted into place. Monte los primeros on, trusses con todo el Entablado Estructural, restricrion y arriostre c ualgruer cuardo los trusses son ,rrstaiados o son curs; trwdos conlo una unload en la herra y levantados errs sugar. Q Keep trusses straight during hoisting to n ininze bending of -of- plane. Ftantenga los trusses oerechos dur rote el ievar,tamierto para minimvar et dobrado F era- de-plano. Q Add a temporary center support to prov,de greater stability and 'ea re n glace until all Permanent Building Stability Bracing is insiallecf. Agregue un soporte temporal en el centro para proveer md_s estabdidad y quedar en Lugar pasta que tedo el Amios:re ,de. Estabdidad Permanent.. d,- Construco6r. es,nstalado. Agregue up .soporte temporal ea ei centro parrs proveer rnas estandidad y quedar en lugar hacta que todo el Arriostre de Estab#idad Permanence de Construccun es instalado. Q Apply Structural Sheathing to t`ne top chord as the trusses are berrg rstal!ed. Aphque el Emdablado 6-tructural a la cut�rda superior mientras sus tr .,sses esten rr;talados. ® Install all Permanent Building Stability Bracing immediately. Instale todo of Amostre de Estabilidad Perrnarente de Cor.struco6n iomediatamente. rizo I 750's r%.-N 610 Q Apply Structural Sheathing to the top chord as the trusses are being installed. Aphque el Entablado Estructural a la cuerda superior mientras ros trusses esten rnstalados. Q Instal! all Permanent Building Stability Bracing immediately. Instale mdo el Aroostre de EsWiihdad Pernmriente de ConstruccOn ,nmediatantente. "'Contact the component manufacturer for more information or consult a Professional Engineer for assistance. Ths dom meat mdtldeS Wdbrmatm provided a Section 82 of the 2006 Edition of &Adutg Compment Safety Information BCSI - Guide to Good Practice for Mandlin , InstaffiriM Restraming & BramV of Metal Plate Cornected Wood Trusses. Copyright © 2004 - 2007 ' MCA — Representing the Structural Building Comports tnduery, and Thus Plate Lutitute. All Rights Reserved. This guide or any pmt thereof may riot be reproduced n any farm without the written permission of the pubf slum Printed in the United States of America. mm a ml MiTek* vawaar•We^ aww.^ 14515 N. Outer Forty, Ste. 300 • Chesterfield, MO 63017 8W /325.6075 • www.aW.com 0000 0000•• ••.• • • ..0000 •• •• 0000•• • . • 0000.. 0.000• • . 0000 0000 .•.•• •.•• 0000 0000. ••• • •..•.• 000000 • •• •• •• • • • 0•.000 0000•• 0000 • • • • 0000 • • 0000•• • • • rizo I 750's r%.-N 610 Q Apply Structural Sheathing to the top chord as the trusses are being installed. Aphque el Entablado Estructural a la cuerda superior mientras ros trusses esten rnstalados. Q Instal! all Permanent Building Stability Bracing immediately. Instale mdo el Aroostre de EsWiihdad Pernmriente de ConstruccOn ,nmediatantente. "'Contact the component manufacturer for more information or consult a Professional Engineer for assistance. Ths dom meat mdtldeS Wdbrmatm provided a Section 82 of the 2006 Edition of &Adutg Compment Safety Information BCSI - Guide to Good Practice for Mandlin , InstaffiriM Restraming & BramV of Metal Plate Cornected Wood Trusses. Copyright © 2004 - 2007 ' MCA — Representing the Structural Building Comports tnduery, and Thus Plate Lutitute. All Rights Reserved. This guide or any pmt thereof may riot be reproduced n any farm without the written permission of the pubf slum Printed in the United States of America. mm a ml MiTek* vawaar•We^ aww.^ 14515 N. Outer Forty, Ste. 300 • Chesterfield, MO 63017 8W /325.6075 • www.aW.com Florida Bnilding Code Online Pagel of 3 ��Gt��7AF2Y Product Approval USER: Public User Pr tu�k._Ap rrQVA Meru > Product or_Application._Search > Application _List > Application Detail FL * Application Type Code Version Application Status Comments Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Validated By FL7987 -R1 Revision 2004 Approved MITek Industries, Inc. 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017 -5746 (314) 851 -7480 ext 7480 dwert@mii.com ...... David Wert ...:.. �6,000 .... .... dwert@mii.com .... .... ...... David Wert ..•..' .... '..' 14515 North Outer FOCit"prive • Suite 300 Chesterfield, MO 630k75146 (314) 851 -7480 •��• • dwert@mii.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, Inc. Intertek Testing Services - ETL/Warnock Hersey Intertek Engineering Services - ETL/Warnock Hersey .T --n .. xrn!rX1- T.nr% -TTA: 1.11 rci ')nm Florida Building Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved • -Page 2 of 3 FL7987 Rl COI ICC ES ._Certif_icate_of_Indeoendence FL7987 R1 COI James Rothman Certificate of Independence_pdf Standard ASTM D1761- 88(2000) Method 1 Option C 06/27/2007 07/30/2007 08/03/2007 08/21/2007 It 2 Summary of Products 0• • Description • 0 ...... .... E STABILIZER Lateral brace for chords and webs of woc • 0 s of Use .0000• .. .. FL7987_R1_II THE_STABILIZER_Instal for use outside HVHZ: Yes .0000. act Resistant: N/A Evaluation Reports 0000 FL7987 R1 AE ASTM D1761 Stabilizer 0 • 0.00. 0000 FL7987 R1 AE_NER561 STABILIZER.pc 0000. ... . . 9 • 0 • 0.900• 0000 • •0.9 0000.. 0 • • 00 0 9 • • •0 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved • -Page 2 of 3 FL7987 Rl COI ICC ES ._Certif_icate_of_Indeoendence FL7987 R1 COI James Rothman Certificate of Independence_pdf Standard ASTM D1761- 88(2000) Method 1 Option C 06/27/2007 07/30/2007 08/03/2007 08/21/2007 It 2 Summary of Products Model, Number or Name Description .01 E STABILIZER Lateral brace for chords and webs of woc • trusses and to space wood roof trusses. s of Use Installation Instructions wved for use In HVHZ: Yes r:1p4jVW=mved FL7987_R1_II THE_STABILIZER_Instal for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc act Resistant: N/A Evaluation Reports gn Pressure: N/A FL7987 R1 AE ASTM D1761 Stabilizer Report. ddf dr: FL7987 R1 AE_NER561 STABILIZER.pc Back I Next DOA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: MIAM ADE BURRING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAM -DA0E COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www. Wldk codeonline.com United Steel Products Company. 14305 Soutbnoss Drive # 200. Burnsville, MN 55M SCOPE: This NOA is being issued under the applicable Hiles 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 (AM. 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within the jurisdiction. BCPRC reserves the right to revoke this acceptance, if it a determined by Miami Dade county Product Control Division that this product or material his to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zoe. DESCRIPTION: JL, JIIS, 5KH a 1Jde viangem APPROVAL DOCUMENT: Drawing No MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Company, slants 1 and 2 of 2, dated 02107/07, with no revisions, signed and sealed by)WM4 W. Lutz, P.E., bearing the Miami Dade Canty Product Control Renewal stamp with the Notice %AccepMN *000:0 number and Expiration date by the Miami -Dade County Product Control Division. " ' .: 0 .00.00 .. MISSILE IMPACT RATING: None 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or log6' City, state. 2ffd• . • • • • following statement "Miami -Dade County Product Control Approved or MDC:PCA ", unlds's' herwise" fed ' • • • . herein. 0000.. 0000 0000. . . 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. ' . 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a kvisioan or change in the: • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement daft • 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 renews NOA # 064)601.03 and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. �T; Ile , NOA No: 07-0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 Page 1 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (160%) JC26 12 5 7/8 3 5/8 3 1/ T 3/4 (16) 16d (12) 10d 2020 1975 JC28 12 5 7/8 6 3/4,- 3 1/41 3/4 C4) 1 1040 L PUBLISHED LOAD IS FOR TOTAL OF HIP AT 43 DEGREES AND JACK AT 90 DEGREES COMBDEA 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D MAILS. 3. ALLOWABLE DOWN LOAD LISTED IS AT 100x DURATION [IF LOAD TYPICAL NX Dwmj AT= i.+ y L 3 5. u PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JW DOWN UPLIFT (160%) JUS 4 18 1 /1 1/8 1 3/4 1 (4) 10d (2745 N/A JUS26 18 9/16 4 13/16 1 3/4 1 C4) 1 1040 JUS28 18 1 9/16 6 11/16 1 3/4 1 JUS210 18 1 9/16 7 13/1611 /4 1 C4 L Specified through �nalls ahali be Installed at 30 to 45 degrees horizontally such that they pens the and of the Joist and Into the header. 2. Minb pAm header thickness shall be 1 3/4 Inches for 10d na0s. 3. Allowable DOWN load listed Is at 100% Duration of load. 4. UpUft Load listed as N/A had uplift capacity less than the required 700 pounds. GENERAL NOTES Tn AM *853, STR XmrAL GRAX 33, UnN NA" IM r OTNERVIX NOTM W NAVE BEEN DCREASED B, A ==1 TERM S 1� W MEMO BY SHMI TERM 4't; wrLTKFp If 1'st . •• • • • • • ••• •• •;• .7J7V�;?Ts$• STEEL PRODUCTS COMPANY 703 R= MW, hOWfiD M, MR W69 PH[NE M7) 364 -7333 • • NOME, .FACE MOUNT JOIST . • .. . 1;.0h9ER . . x4io • 02/dLi/0� PRO T FESSIONALENGINEER (STRUCTURAL) ,pJS , • • • • . . • • .. • FLORIDA REG. NO. 55409 • • . SHNETI • • :.'.: a & 4 •0 DRAWING # ► MDQ207 MDADE ..•. M I A M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 South Cross Drive #200 Burnsville, MN 55306 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MWMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: HUS, THD & THDH Series Wood Connectors. APPROVAL DOCUMENT: Drawing No. MD09-06, titled ` HUS Series ", IMM Series ", & "THDR.Series" sheets 1 through 3, dated 09 /01/06, prepared by United Steel Products Company signed apd Vqed b;&. W! Lutz,• • • • ; • P.E, bearing the Miami Dade County Product Control Revision stamp with the Notice• bf Acceptifice VOA) number and Expiration date by the Miami -Dade County "Product Control Division. *00:00 00 00 000000 MISSILE IMPACT RATING: None • • 0.0 0 • .... .... . . LABELING: Each unit shall bear a permanent label with the manufacturer's name 0- 4ego, city, •State and*':'*. following statement: "Miami -Dade County Product Control Approved ", unless otherwise fiaMerein.' :0: RENEWAL of this NOA shall be considered after a renewal application has been file. #;;.there has.been no change in the applicable building code negatively affecting the performance of this produci't. .... ....:. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chMIt in the:....: materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eridorseareWof 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, evidence page E -1, E -2 & approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No: 06 -0921.05 Expiration Date: March 15, 2012 01 approval Date: March 15, 2007 2 Page 1 A PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS F STENERS DESIGN LOAD W H D A HEADER JOIST 16d 100% 16d UPLIFT HUS175 1- 3/4x5 - 1/2x7 -1/4 16 1 -13/16 5 -3/8 3 2 (14)16d (6)164 3000 1975 HUS177 1- 3/4x7- 1/4- 11 -1/4 16 1 -13/16 7 -1/8 3 2 (22)16d (8)16d 4025 1800 HUS179 1- 3/4x9- 1/4 -14 16 1 -13/16 9 -1/8 3 2 (30)16d (10)16d 4580 3210 HUS26 2 x 6 -8 16 1 -5/8 5 -7/16 3 2 (14)16d (6)164 ; 3000 1975 HUS28 2 x 8 -10 16 1 -5/8 7 -3/16 3 (22)16d (8)16d 4025 1800 HUS210 2 x 10 -12 16 -5/8 9 -3/16 P (30)16d Q 21 4580 3210 HUS410 4 x 10 -12 14 3- - 1 1696 HUS412 4 x 12 -14 14 3 -5/8 0 -7/8 2 1 (10)16d (10)16d 3000 2665 HUS46 4 x 6 -8 14 3 -5/8 1015 HUS48 4 x 8 -10 14 3 -5/8 7 2 1 C l d )16d 1800 1550 HUS26 -2 (2) 2 x 6 -8 14 3 -1/8 2 4 (4)16d 1080 1015 HUS26 -3 (3) 2 x 6 -8 14 4-!i/a 4 -1/2 2 1 1 (4)16d (4)16d 1080 1075 HUS28 -2 (2) 2 x 8 -10 14 3 -1/8 - 1 (6)16d <6)16d 10 1550 HUS2 - (3) 2 x - 4 -5/8 6 -3/8 2 1 (6)16d (6)16d 1800 1550 HUS210 -2 (2) 2 x 10 -12 14 - 9- /8 2 1 1695 HUS210 -3 (3) 2 x 10 -12 14 4 -5/8 - 2 1695 HUS212 -2 (2) 2 x 12 -14 14 - - C ) 6d ( 0)16d ;2320 2665 HUS212 -3 C3) 2 x 12 -14 14 - - / (10 )16d (10)16d 0 2665 1) 2) 3) 4) GENERAL NOTES STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. ti1.. HUS212 -3 ApinnM as Fhw mn pet• Miami the OWTED: STEEL PRODUCTS COMPANY :,M0,FWM,Wr4E, M]NTG[1RERY, MN. 56069 pw*IF (�so7) 364 -7333 NAME HUS SERIES DAWs •• • • • ROBERT W. LUTZ ••-09- 01•-06 •• PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 F- 3 •• •• • • • •• •• • DRAWING NO. MD 09 -06 1 MDADE MA)aMUM OVERHANGS OVE* AW WITHOUT RETM >=t N �s LEDGER BOLTW TO TM TIE SEAM MY &M (14W Ee 0MITT60 FM D.N. 240) OVERHAND WITH RETURN GRADE OF LUMBER 10 FSF SOFFIT 2 f'SF SOFFIT 2X4 2X$ 2X4 -to maim is SP 2-8-3 3 -10-11 2-6-S 4 -2-9 *2 19 S7 2-9-13 4 -8-11 2 -i0'O • 4-4-1i ' mom 1s SP 3-9- -2 4-4-7 3-0-0 ..' .>Z • maim 18 SP 3-0-2 4-5-0 3-0.0 Mai is SP 34-11 4-7 -15 3-0.0 -t3 Na10 19 SP 3 -3-0 4 -9-18 3-1 -6 77 • N0S3 1s SP 3-�A 5-0.0 :X- * :I3 SS 18 SP 3-S-0 3-1-5 g.�• g ;�- 1�9at� OSS is SP 3-3 -8 3- 1-6 Z -t3 1 4:-11 -1!5 - of LUMBER STRESS INCREASE: 1.33 PLATE_ STRESS INCREASE: 100 WIND DESIGN VELOCITY 146 MPH ?rat>l�L ewe. pr L sru.a { _ 1 30 T C. 2 x 4 Pia. 2 to SP !TOP 30 t5 " C008 2004. 841 2 x 4 W2 tow 1307TCM 0 10 Wt! 2 x 4 Pia. J tow SPACea- 24- o.C. Fu Name- hl omm and smw. AAA O ftv e 00000 .ee , • .e, 00,00 000 00000 1 , 0000. • , 0 a0• 00.00 • ae0 .,•,. 0 0 7 i5 .. EM0ER'rO ONTp-E�i onsulting Enggiraf' WP� tPUCturai 30 N.W. 81 AV4-ue, ;aC Miami, FL,. 3172 • ' ' _ Phone: (305) 667 -6797' ,FI1,rfoa QF. 21522) OCT 0 6 2007 APPROVED FOR STRUCTURES US. IM 7'- W CORNER SET TOP CORD CONNECTION: Comer Jacks - USP - RT3 T -W JACKS - USP - RT3 5' -0" JACKS - USP - RT3 3'-0" JACKS - USP - RT3 1' -0" JACKS - USP - RT3 12 Min. P = 1.4 Max. P = 6.5 2 x 6 STD. HEEL HT. MAX. 3 1 BOTTOM CORD CONNECTION' Comer Jacks - USP 3!4' MaX T-0" JACKS - USP - CLPBF 5'-0" JACKS - (2) 8d NAILS 3'-0" JACKS - (2) 8d NAILS 1'-0" JACKS - (2) 8d NAILS NOTE COMMON JACKS THIS DESIGN HAS BEEN CHECXPD FOR 146 MPH VVMD LOAD. WALL HT. 10 FT MAX PROVIDE FOR UPLIFT AT BEAROVG WALL CONNECTIONS 92S Ib. LUMBER STRESS INCREASE _ 1.33 PARTIAL ROOF LAYOUT 3 r4NIh1UM GRADE OF LUMBER' Jim LOADING (PSF) NG FLOCOOE T.0 2 x 4 No. 2 19 SP TOP 30 15 2004 S.0 2 x 4 No. 2 19 SP BOTTOM 0 10 Webs 2 x 4 No. 3 19 SP SPACING: 24' O.C. 7!"r'[�sa �orz.i�ec fors Fae Name: Hanger Cal: Jack Nails - Stan BWbbI (Aug 01- 04).1ft Sheet Jack Nails (ACCOROM TO NATIONAL DESIGN SPEC.) FOR GROUP 0 SPECIES (S.Y.P.r 8d COMMON NAILS - 78 0). (Shear) 660* 100 COMMON NAILS - 94 ft. (Shear) • 0000 •00.0a • TO MIAMI OADE BU1UWW10081H9COMPUAN*tF"JPRODU010 • • s nSIONr • 0000•• • • M CUP -323 Ib.(UpM00%wd(8) 8dx1- 1R°NOA No.02 -0128.09 • • • • • AMY HANGER -9801b d4d(16)6d NQ41 0.1j111419.02 • Ib M 1b.(Up9R100%&DcWMW )W(12)16d WM 11141ORW19.02 at:** • • • •• •• 0000.• 323 m. - 166 323 1b, 16 COW JVA* ° x; W 6WW19761baC! j'iU [b; 0000 0000•• 0000.. a] Sf�t005 pemeERTO CONTAIRAS, PE- Consulting Enyinew CiviUStructural 30 N.W. 87 Avenue, PC 101 Miami, FL 33172 Phone: (305 567 -6797 (Florida P.. 21522) i BEST TRUS COMPANY, INC. 2X6 or 2X8 Strongback Aprox. L/3 I STRONGBA CK DETw$fIi( N. To Q: • 2X4 FLOOR TRUSS SYSTEMW W,"1�1$N ; •;• A/C than GL. Aprox. L/3 L 2X6 or 2X8 Strongback Aprox. L/3 p wa CD 0 * :i per. N N '�atN�p W E � F- 3 m N HURRICANE CLIPI, Z -j .-.ui AT EACH TRUSS O C Q rJ NOTE: Connect Strongback to vertical w Law = C'� 2 r web with care as not dislodge truss : j =• Z n- connector plate using 2 -16d gun nails or .2 ca M hurricane clips w /8-4d nails or drywall scre § 0 r Miami -Dade C4u}n Department ®f Em" MIgN1 t-�ADE � 1 Sewer CapaCl InstrucdorV S: You must & out this application to obtain a sewer unramitiar vvith the application process° p1e089 refer to the Strom gteo One: Have your utility (if not part of WASD Utility completely fill out sections 1a and 1b. aMR Two: Once your application has been certified by step -m. Provide Information on the boxes. Sectiors Is Fi;� Compa ny: Addres s: City: Phone: Secdom lb In order to serve you better, YOU M Please Include a $, 'LICATIONS WILL NOT BE ACCEF .ata-ft-- I IIIIII VIII 111 III INH�II� �� III�� W�� VIII VIII Illu �III� 14UI III IW IIII IIrtE If you are Derm Number: 2005- 1220 -1039 -0211 1 Contact Name: MR ALLAN RESPONDEK ust Contact Phone: (305)893 —GB74 Folio: 11- 2232 - 028 --0150 I Project Name: ALLAN RESPONDEK RESIDENCq Date Received: 12/20/2009. Reviewer Name: MIGUEL DE RRMRS - -- - ,� _«...o- .,,�,,,r��- ,,,err r►cvvroED�. Applicant Information Title: State: ° - 6 :5 832> _ �6 ____ Fax: Project Name: Address: Wi # of Units: Lot & B 1 ock #(s): Subdivision: Property Information City: Yh Zip: 1 Type of Units: Folio: // =92-158 � — ALL d /y�y _ Plat Book: Page: Tentative Plat #: oe sure to incruoe a Lot & Block # for each unit to be developed. You may attach an additional Hat If necessary. N Lot & Biotic are unavailable, submit a track number, survey, site plan or sketch that Includes all property boundaries. For undeveloped land, you may submit a master folio number for the entire property. Section 9c Project Details - Proposed Flow. y GPD Previous Flow: GPD Estimated Completion Date:_ Bldg. Process #: City: Sewer Extension #: Previous Use: - - I Project Description (include sq .A): _mod t vt ' Section 2 Utility Providing Service: Pump Station Receiving Flow: To be completed by utility company only Located at: Sewers Abutting the Property: ( Yes / No ( Forcemain. / gravity ) Lateral Connection: ( New / Existing) Point of Connection: Utility Cf (-;ial Name: DERM /#: Signature: Date Received: Date: SEWER SERVICE CONNECTIOJ,14 AFFIDAVIT being first duly sworn, depose :.,)plied for a sewer service connection for (project description in accordance with the n, .n 16C of the First Partial Consent Decree (CASE No. 93 -1109 CIV- MORENO) ,;. Mates of America and Metropolitan Dade County. I /we understand and attest ,, �c.., willing and able to initiate construction as required below: °:s ' ullding permit plans to the appropriate building official(s) within ninety (90) days from of approval of the newly authorized sewer service connection. If I/we fail to submit ig permit plans as specified above, the newly authorized sewer service connection ily shall be null and void of no further force and effect; )btain the approved building permit within thirty (30) days of notification that the building permit plans have been approved by the appropriate building official(s). If I/we fail to obtain the approved building permit as specified above, the newly authorized sewer system connection and building permit approval shall automatically be null and void and of no further force and effect; and 3. Commence construction of the project (as defined b Section 304.3(f) of the South Florida Building Code) within 180 days of Issuance of the building permit. if I/we fail to commence such construction as specified above, the building permit and the newly authorized sewer system connection automatically shall be null and void and be of no further ford and effect. Once work has commenced pursuant to a building permit (as defined by Section 304.3(f) of the South Florida Building Code), and such work is suspended or abandoned for a period of thirty (30) days, such building permit and newly authorized sewer service connection automatically shall be rendered null and void and be of no further force and effect. SIGNATURE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 20. PERSONALLY KNOWN TYPE OF IDENTIFICATION PRODUCED: OR PRODUCED IDENTIFICATION NOTARY PUBLIC Permit Status: APPROVED Issue Date: 2/8/2007 Expires: 08/07/2007 Permit Number: BP2005 -1437 Owner's Name: CAROL RESPONDEK one: Permit Type: Residential Construction Parcel #: Work Classification: Addition Block: Job Address: 1162 105 Street NE Section: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor_ HOME OWNER Yes Additional Information Type of Construction: ADDITION Stories: 2 Front Setback: 27.65 Left Setback: 20 Bedrooms: 1 Plans Submitted: Yes Certificate Date: 12/12/2005 Bond Return: Occupancy: Single Family Exterior: Rear Setback: 50 Right Setback: 10.02 Bathrooms: 1 1/2 Certificate Status: Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy 1122320280150 Lot: PB: Total Square Feet: 1282 Total Valuation: $ 25,000.00 Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final �I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Fees Due Amount Invoice Numbe Bond Type - Owners Bond $300.00 RC -2 -07 -27449 CCF $15.00 Total: Changes to Plans Fee $200.00 CO /CC Fee $150.00 DBPR Surcharge $6.41 Education Surcharge $5.00 Permit Fee - Additions /Alterations $750.00 Plan Review Fee (Engineer) $100.00 Radon Surcharge $6.41 Scanning Fee $66.00 Submittal Fee ($250.00) Total: $1,348.82 Building Department File Copy 1122320280150 Lot: PB: Total Square Feet: 1282 Total Valuation: $ 25,000.00 Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final �I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Sl Building CITY. COPY , Village artment y k, (p ' rT- - Miami shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V3-7 Job Name Al Date -.71"I'llAX Reviewer: Claudio Grande C.B.0 305-795-2204 Ext 1430 I_D -� Z 4,ud 4 A bo w AR.Q ilvC CAV- Reclw- ?ie- soon UUOM Miami Shores Village Building Department 10050 N.E. 2 °d Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: BP -05 -1437 Job Name: Addition for Respondek Res. June 30, 2006 Page 1 of 2 Building Critique Sheet 2nd Review THE ITEMS BELOW HAVE NOT BEEN CORRECTED FROM THE PREVIOUS CRITIQUE OF 10/14/2005. �1. The existing house and proposed construction square footage has not been provided. (Item 7 from original critique) 2. The design pressures for all openings has not been provided in the plans by the Architect. (Item 20 from original critique) FBC, Residential Edition 1,x 84410.2.3.1.4 3. The attic ventilation is not shown on the plans. Architect must show location, size, spacing, etc on the plans. (Item 27 from original critique) FBC, Residential Edition R4409.13.3.2 4. Product Approvals submitted are incomplete, missing the Comparison f' "0-' Chart, the NOA for the Horizontal Rolling Windows and the NOA for the m� unions for use in multiple window openings. -(Item' 41 from origina critique) 5. The application for the Demolition of the existing garage roof has not been submitted. 6. Applications for permit for electrical, plumbing, mechanical, septic tank and roofing have not been submitted. (Item 2) Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 ext. 430 MIAMI SHORES VILLAGE CITY PERMIT# r' — c DATE: PLAN REVIEW FOR RESIDENTIAL C 0 PY Y N 1.Two sets of SEALED PLANS drawn to min (3/16 in =1 ft) scale on maximum 24x36" sheets L 2. Group: R -3 and type: Table 600; V or VI. Sq ft max 7,000 {VI UnPR); 10,500 {VI Prot }; 12,000 allowable area if sprinklered. A/E to specify on plans. R -3, VI unprotected, unless otherwise specified herein. 3. Check SURVEY; add 1.5' to highest crown of road for minimum X If F.F.E: 4. F.F.E as shown on plan by Architect: 9 i . Note Lowest F.F.E (LFE), including garage, must be at or above Base Flood Elevation (BFE) in Special Flood Hazard Areas, For example AH 5. ENERGY EFFICIENCY: Chapter 13; check energy calcs for Sq Ft of conditional space, minimum R- values, EPL card signed by builder, etc. If it appears correct, sign form e 6. DERM, HRS, MIAMI -DADE COUNTY IMPACT FEES; match application data with address on, stamped and signed. 5 . ,. 7-4olle s 7. CALCULATIONS: # of BdrmsBaths ! ; Total under -roof Sq Ft Paving Sq Ft; Sidewalks Sq Ft; Privacy or Wing ° Walls Ln Ft; # of stories ; Balcony Railing Y / N. 8. SOIL TREATMENT: 1816 & 2326.5; Specified on plans 9. DESIGN BEARING CAPACITY OF SOIL: 1818; Specified on plans 1818.1 10. Continuous WALL FOOTINGS size & steel: 1819.2; 1- story - -min 12 deep by 16 "wide "; 2-story—min 12 "deep by 24 "wide. Size per 1819.2 and Reinforcement per 1819.3 or by Rational Analysis 0) i 11. FENCE / PRIVACY WALL: Prescriptive Masonry 2121; Wood 2328.1; Foundation 1819.2.2; top of footer 16" below grade 1819.2.3 12. SLAB ON FILL: 1820; min 4" thick, wire mesh/fibermesh 1820.3; polyethylene vapor retarder 1820.4 6 mil minimum thickness 1909.2; 3/4" recess 1820.3.4; patio slabs min 8 "x8" footer with #5 bar 1820.3.5 ° 13. MONOLITHIC FOOTINGS Sizes & Steel: 1821; 1- story -min 16" by 16 "; 2- story 16" by 24" deep 1821, - -min and Reinforcement 1821.1.7; or design by rational analysis 1821.1 14. TRANSFER REINFORCEMENT: 1821.1.13; min #4, 5' long rebar with 12" ACI hook o/c at perimeter of mono slab unless otherwise determined by rational analysis 14. MASONRY PRESCRIPTIVE DESIGN: 2121; tie columns 16' o/c per 2121.2.2; Horizontal Joints # 9 guage ladder -type reinforcement extending min 4" into columns per 2121.1.6 Tie Beams per 2121.2.3.1 16. ENGINEERED UNIT MASONRY: 2122; Design statement 2122.1 Special Inspector 2122.4; Copy ofINW special Inspector Form, signed & sealed, with Letter of Intent or Inspection Schedule. 17. PARKING GARAGES: 411; max 4 vehicles, max 1200 Sq Ft 411.2.9; may not open directly into sleeping room 411.2.8 4 / L/ ° 18. ATTIC ACCESS: Required where equipment is located in attic space per Mechanical Code 306, or where blown -in insulation is to % be insulated, Ch. 13.604; 2309.6; min size 20 "x36" 19. WIND LOAD Desi gn Criteria: 1611 • Information required on construction drawings 1606.1.7 a , 20. WINDOWS, DOORS & GLAZING: 2411; t" - pia u 2�� rough openings, framework, attachment & waterproofing 2411.3.1.6; anchorage 1707.4.4.1; to masonry /concrete 1707.4.4.2; wood 1707.4.4.3; sill or safeguards 2411.5.1 3 21. SAFETY GLAZING required: 2411.4; within 48 of door 2411.4.3; swinging / sliding doors without continuous frame 2411.6.1; tub / shower enclosures and glazing within 60" above finished floor 2411.6.2; glazing where persons may walk into or thru 2411.4.2 22. EMERGENCY ESCAPE & RESCUEOPENINGS (sleeping rooms): 1005; windows 44" max height from floor 1005.4.3; min. size 20 "wide X 24" high, 5.7 Sq Ft 1005.4.4 23. EGRESS/ Entry Door: 1012.1.1: min clear opening 32 ", FBC Table 1004 24. FLORIDA ACCESSIBILITY CODE: Chapter 11; 29" clear opening @ one bathroom door (2'8" door min) 11- 4.23.2 25. DETAILS: Arch framing of wood frame construction, lumber sizes, �t connections, dimensions, impact resistivity, 2x6 framing @ 16" o/c i -26. FIREPLACE: Factory -Built 2806; Listed equipment & manufacturer's specifications2806. 1. 1; hearth in accordance with Manuf specs 2806.1.3; masonry hearth 8 "716" or 12 "/20" 2114.3.8; 3 : Mantles 2114.3.12; chimney framing / connection detail required AL) 27. VENTILATION: 2326.3; Attic ventilation @ 1 /150 or @ 1/300 with 50% of vents within 18" of ridge 2326.3.2 28. EXTERIOR WALL SECTION 104.6.4 & Chapter 21 (Masonry) & 23 (wood); Roof & Wall Sheathing Exposures 1, min 19/32 2322.2.3; ext wall stud 2x6 min, with spacing 16" o/c 2322.3 29. INTERIOR / EXTERIOR WOOD FRAME BEARING WALLS: 2318; over 8'6" or supporting floor and roof loads requires design by rational analysis 2318.1; Int. {min 2x4 }, ext {min 2x6} spaced @ 16" o/c 2318.1.1 & 2: headers by rational analysis 2318.1.11 30. STEEL COLUMNS: 2219; attachment specified for top & bottom plates 31. INTERIOR NON-BEARING ON BEARING WALLS: 2318.2 32. ROOF FRAMING PLAN: 2319.10; spacing & span of all roof members, details for support & bearing of roof structural system, uplift forces specified; all connectors specified 1626.4 1 33. PERMANENT LATERAL BRACING: 2319.17.1.2; @ 10' o/c attached to bottom chord & restrained @ 20' intervals 4 34. GABLE ENDS: Masonry y Structural Wall Design 2121.2.4; Blocking 4' back from gable end 2322.2.3 end 2322.2.3; Gable End design where permitted 2319.17.2.1.6; Diaphragm bracing 2319.17.2.4.4; Statement of Rational Analysis for gable end truss attachment to masonry. O 35. FLAT ROOF SECTION / -B*L� Deck slope min' /4" per ft: 1515.2.2.1; cut section of exterior balcony showing all framing, waterproofing, railing attachment & design to meet 601bs/ Sq Ft, Table 1614, railing 42" high 1015.2 36. IMPACT RESISTIVITY: 1626; Impact units or hurricane protection for all glazing 2413; designated storage area for shutter panels 2413.6; Construction assemblies deemed to comply 1626.4 37.2 -STORY FLOOR FRAMING PLAN: Direction and span of floor trusses and girder system, and floor sheathing 2322.1 38.2 -STORY DRAFTSTOP: 2305.2; Floor /Ceiling assembly draftstop specified on plan 39.2 -STORY STAIRWAY CONSTRUCTION: 1007; two risers plus r one tread not less than 24" nor more than 25" Riser min 4 ", max 7 %" and Tread min 9" + 1" nosing 1007.3; Landings 1007.4; Handrails 1007.5; With 1007.6; Headroom 1007.7; Special Stairs 1007.8 40. FIRE RATINGS FOR TYPES V or VI PROTECTED: TABLE 600; for interior bearing walls, columns, beams, girders, floors, floor /ceiling assemblies roof, roof/ceiling assemblies, inclusive of $ � / S all PRODUCT APPROVALS for all components in exterior envelope of building — Doors, Windows & Skylights * * SUBMIT FOR REVIEW PRIOR TO TIE BEAM INSP. AND APPROVAL IS REQ'D BEFORE INSTALLATION. ** 42. OVERVIEW: Check structural components by over - viewing foundation, framing, and roof framing plans together; column pads, footings, knee walls ceilings heights. ` 43. CALCULATIONS BY DESIGNER OF RECORD: FBC 104.2.1, when applying for permit, calculations shall be submitted for the complete building for the structural requirements of the building. NOTES: it C. /Altll W rollo� , -i—t,67 �*',)& ),e,- r-Z,, 12c; do /,144J3 Ilona 7 .yi 7 (.eaend of Survey Ab awlaffm A • Art Ohdnce AM AW Cemblim" red M CsRrltotsa Ce ego "afro CL Clew CIL Cenla 1 tae E11C Eacreseteafra EIP Onloir, rnnflmntor rod rt► rand Wen ri" rat reww t•en n" Ott Oee hang ON OWO nect rds RoAt re ' Not nod PC Pent of Curvelws rrl rraperer lee Poo raw of aegredng UP tlwayPok WM Wolff Moler Overhobd utility lkef r Plat sly I ?"ant LUC lake kldnt. Essential so nm srewardrAwtinecords KIM aralrbng n nod. a ,ens Cetera: atocb Strtreb.I Of Owed nnlance RAO nub I cor1r. cencrfle • I1► ►Aamngb Lafenernl ti/W R•gb d War rn rowra m too Ilint. loll see seel M (Il) Mosswet llfivn Nelrtaul awwal c SCR Sur Aid vfrlrcol Dstreo .DEIl,LE SMITH #5238 /flit Overhobd utility lkef r Plat sly set I M ripe rcc rote) of Cempould curve rO rage SWR Srdr #0 roc raw ptconwmacernent Pftc Point nl never se Cwvalnre UE AMU , P11r1/. fllRllgYOn AIIfrMa :Rexeyz6? ---- - �i`2�oy 8 15771 tow now A CfMia Angle Pr Point fd 1 ongency wM Wol. • Meter AE Andror Epsenterd o/S Offset a All Clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal'owners6p of fences not determined. b�) The issue of this survey is only for Ilia exclusive and specific use of those persons, parties or institutions shown in Ilia certification. Any other intended use will require wrillen approval from Ilia certifying surveyor or firm. c) Code restrictions and Otte search are not reflected on [his survey. d) Underground uOlIlles and encroachmernis, if any, not located. . e) The Rood Information shown hertlon does not imply that the referenced properly will or will not be free from flooding or 'damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said Information. n Tim lands depicted hereon were :surveyed per the legal description and no claims as to ownership or matters of title are made or Implied. U) This survey is not to be relied upon for constructlon. ELQQQ TONE: AE FLOOD iNFORMABON: Community Number. .120652 Panol NumbodMap #: 12 0 2 5 C 0 0 9 3 Suffix:. J F.I.R.M. Index Date: 7-17-95 Base Elevation: +8..00 NGVD 2 9 • Beal ings, If Any shown based on CE6ilElED To: Respondek, Allan and Carol, (reference) • I'RoPERTYoF: Res.pondek, Allan and Carol, 1162 N.E. 105th Street,' '; ; A B.OU 12ARY- SURVEY Village of Miami Shores, `Florida 1, y,,,,a1e1Wr„1 LANNES AND GARCIA INC. 1 hereby eetIlly, Rol Ow survey roposoraea f herein mall the ndnbnurn Ioclwcsl sUfndsras set forth by the sews et Lana L.B. 02098 • s"roolor' in, Clap'" g101r♦ m°rb' Survve ors -Ma ers -Land Planners pp Aamkastra0vo Cede pursuant to st"aae Y 41:.0x? Fto. Slabdes. Than are no onaoash msnt"• eeo►lapt, •tsamants appaarWle on .DEIl,LE SMITH #5238 an Mat, Oliver Ilan as ihrern haole Office Address: 359 Alcozar Ave, Coral Gables. FL 3P34 ' (305) 666 -7909 (954) 523-0603 ' r1ELD DATE s SCALE DRAWN BY DRAWING P11r1/. fllRllgYOn AIIfrMa :Rexeyz6? ---- - �i`2�oy 8 15771 . on I IF yp� �R BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 la/Kuyr ...._ j uad� stand that the plena need to be kuu& back to N.Cami Shwas Rma ing and Zoning to a&'q 5z�g-'4- - - 7 Slgoebae sJDrn 144c::D� cLc-'l--e CIO Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET Miami Shores Village Building Department 10050 NMInd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. e5— 43 7 Job Name 2e 54 ?OM clk k II42 IVE t�SSf h�'- STRUCTURAL CRITIQUE SHEET M F ii r 11 r,1Lap;n r PIA,4. sec6vid /��r " S�e oal d be-.,,- -- t� N b �1 aox cV v� t� �n vi N Z rs�l ip ��• ll1 U ,r o h 14.LS' '\� 3.O o zf•� s' ,D11r- �17o2y N v o =-IOW .� 44 cb�' 3'S °`� : It „. ,� - //•&5 Woo � we 9'D, m �f � 64 IYAA6- N H :5_ CK- 20• ' �o N i ?r /> N N L I G � � a I N hry "ll o• `v40 J This property deiTcribed as: The East 8 feet of Lot 15 and All of Lot 16 and the blest 7 feet of Lot 17, Block 1, MIAMI SHORES ESTATES, according to the Plat thereof, as recorded in Plat Book 47, Page 58 of the Public Records of Dade County, Florida. Note: Underground encroaclmients and utilities, if any, not located. I of 2 /o,05 /PGA PROPERTY OF: Respondek, Allan and Carol, 1162 N.E. 105th Street, Not valid unless embossed BOUNDARY Village of Miami Shorep. Florida - A SURVEY LANNES and GARt1p INC. with Surveyor's Seal. I hereby certify that the surveyrepre- L.B. #2098 — BEALE SMITH #°15238 sented hereon meets the minimum ENGINEERS - LAND SURVEYORS - LAND PLANNERS technical standards set forth by the Board' of Land Surveyors pursuant to Section 472.7, a. 3Statutes. There are Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 noen roac a ts, erlaps asements appe jng he P t, o br than as Mailing address: P.O. Box 561131, Miami, Florida 33156 show he o. ' (305) 666 -7909 Fl Reg. Land Surveyor No. DATE SCALE DRAWN BY DRWG. NO ._ L/ ��9tt�, K � i 91-6294 9 -16 -91 "Lender" added. /2 -Zo 5`5 vrsio�,r 158771 a 8 -17 -04 "Recertified" , Certified To, Flo ,Q� sv�ro 3r- '�'�ll Information nd City revised. r a 0 I /] &M /O SJiZEFJ' Si 75' 7 5 75 !02 7z "t all z 79' ��' 7' ' i� 2 /a't z a z /o,05 /PGA PROPERTY OF: Respondek, Allan and Carol, 1162 N.E. 105th Street, Not valid unless embossed BOUNDARY Village of Miami Shorep. Florida - A SURVEY LANNES and GARt1p INC. with Surveyor's Seal. I hereby certify that the surveyrepre- L.B. #2098 — BEALE SMITH #°15238 sented hereon meets the minimum ENGINEERS - LAND SURVEYORS - LAND PLANNERS technical standards set forth by the Board' of Land Surveyors pursuant to Section 472.7, a. 3Statutes. There are Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 noen roac a ts, erlaps asements appe jng he P t, o br than as Mailing address: P.O. Box 561131, Miami, Florida 33156 show he o. ' (305) 666 -7909 Fl Reg. Land Surveyor No. DATE SCALE DRAWN BY DRWG. NO ._ L/ ��9tt�, K � i 91-6294 9 -16 -91 "Lender" added. /2 -Zo 5`5 vrsio�,r 158771 a 8 -17 -04 "Recertified" , Certified To, Flo ,Q� sv�ro 3r- '�'�ll Information nd City revised.