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RC-10-802Miami Shores 'Village 10050 NE 2 Ave, Miami Shores FI, 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. RC-5- 10-802 Owner CLEMENT DURU Contractor F&F CONSTRUCTION SERVICES LLC Subdivision/Project NONE Date Issued 4/23/2012 Occupancy Construction Type R-3 Load N/A Occupancy Square Footage 1,472 SQ FT Type SINGLE FAMILY HOME Description of BEDROOM & BATHROOM ADDITION Work 139 NW 102 ST Miami Shores FL 33138 - Location ti Building Officials pproval orman : ru n, Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 162886. Permit Number: RC -5 -10 -802 Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. ck 1 ;, 7 /( Passed /P- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 11, 2012 Page 1 of 1 Scale 1"=120' LOT -I $ BLOCK -I FIP 1/2" P NO I.D. OE 0.35' CL ---'- LOT -2 BLOCK -I 75.00'(R &M) 6' WOOD FENCE n ▪ rte, ot LOT -3 BLOCK -I cs p LOT -I8 BLOCK -I LOT -17 BLOCK -I THE WEST 1/2 LOT -4 BLOCK -I FIP 1/2' NO I.D. — — — — — 0.30' CL 25.00' STEPS x14.4' X ?? - 9.M'. /1 / \ TERI i0.CE 4.0' X t�f X 0 E 0.53' CL 0.13' CL X y i LOT -i7 BLOCK -I r'� . REMAINDER k -- 0.ST CL D INAGE: IELD FIP I/2 90' NO I.D. FIP 1/2' NO I.D. o IC *PEW. fc' 61;,00'. {R &i 11' PARKWAY NORTH RIGHT -OF -WAY LINE BLOCK CORNER 1 0 2t h` 16.50' ASPHALT PAVEMENT 50' PUBLIC RIGHT -OF -WAY PROPERTY ADDRESS: 139 N.W. 102 ST., MIAMI SHORES, FL 33150 ( FOLIO No. 11 - 3101 - 022 - 0080 ) DESCRIPTION The West 1/2 of Lot 17 & all Lot 18, Block 1 of " GOLD CREST A SUBDIVISION " according to the Plat thereof as recorded In Plat Book 21 at Page 68 of the Public Records of Miaaml -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entitles as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic sole in English units of measurement. Attention is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. The elevations of well- identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man -made features as may exist. WeII- identified features as deplcted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. LIST OF POSSIBLE ENCROACHMENT: N/A AERIAL MAP (NOT To SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0090 Suffix: J FIRM Date: 03-02 -1994 Flood Zone: X BENCH MARK USED BM # N-567, Elev.= 10.54' converted to NGVD 1929. Kt 11111=11 E�� .102 .' O 414M 0 0 0 Oil 0 u • » LOCATION MAP (NOT TO SCALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: CLEMENT DURU & W BRENDA SURVEYOR'S CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY" and the Map of Survey resulting there from 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 "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61G17 -6 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. 07 -05 -2011 ARMANDO GARCIA PROFESSIONAL LAND SURVEYOR No. 3109 STATE OF FLORIDA 0 u u q u f u u q Survey is not covered by Proffesional Liability insurance. ORIGINAL 08-07 -2009 FIELD DATE 03-03 -2011 07 -05 -2011 REVISION: UP-DATE: JOB NO 08- 234 -09-B DRAWN J.Y. & AV! Land Surveyors & Mapper 8567 Coral Way, Miami, FLORIDA 33155 Telephone: 786-2904184 SHEET 1/1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172620 Permit Number: RC -5 -10 -802 Scheduled Inspection Date: April 23, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed il Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ee- April 20, 2012 For Inspections please call: (305)762 -4949 Page 29 of 33 INSPECTION RECORD Miami Shores Village 10050 N f. 2nd Avenue Miami Shores, FL 3313$ -0000 Phone. (305)755 -2204 _1'dx 005)756 -e972 INSPECTION REQUESTS: (305)762 -4949 or Log on at itttps://bidganarnishoresvillage.cornicap REQUESTS ARE ACCEPTED DURING 8:30AM 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 Pm for following day inspections. Residential Construction Parcel #:113101 0220080 Owners Name: CLEMENT DURU Owner's Phone: Job Address: 139 NW 102 Street Total Square Feet: 3300 11 ni $heres. 1=l 33150- Total Job Valuation: $ 170,000 00 Bond Number: 2008 ContractQ ] Phone F & F CONSTRUCTION SERVICES I 305 -525 -1427 Yes Primary Contractor WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. Nlp WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS APE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. EvEri tei NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYr_D AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT I5 THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FORINSSPEDTION PURPOSES. -t4 IT HER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION Foundation Stemwall Slab Columns too 1st Lift Tie Beam Truss/Rafters Roof Sheathin. Bucks W indows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall INSP 7z/ Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com•Iiance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Surve Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Surve Truss Certification ZONING PLUMBING INSPECTION DATE INSP Zoning Final ZONING COMMENTS INSPECTION Rough Water Service ELECTRICAL INSPECTION Tem..ra Pole 30 Da Tem..ra Pool Bonding Pool Deck Bonding.. Pool Wet Niche Underground Footer Ground Slab Wall Roush Ceiling Rou Rough Telephone Rough Telephone Final TV Roush Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING OMMENTS Cable Rough Cake Final Intercom Rough Intercom Final Alarm Rou. h MECHANICAL. INSPECTION Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS r , ion Final Pool Heater Final Vacuum rie.-11111/111/fi MECHANICAL COMMENTS INSPECTION Final Alarm \kk,2i `t - Fes,, Permit Number: RC -5 -10 -802 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 142751 Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150= Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passe r-..„);-,2_. Inspector Comments 20 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 11, 2012 Page 1 of 1 ._ y ..n0igylpon'hh U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE I #ederal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. 0'... OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Clement Duru & W Brenda JOB 08- 234 -09-B (AVI) A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route' and Box No. 139 NW 102 Sreet. Folio #11- 3101 -022 -0080 City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc) The West 1/2 of Lot 17 and all Lot 18, Block 1, of GOLD CREST A SUBDIVISION B PB 21 Pg c•v A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25° 52' 18.2 "N Long. 80° 12' 18.5'W liorizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood i A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ►i No JUL 52011 i A9. For a building with an attached garage: a) Square footage of attached garage J sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade I11 c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12025C0302 B5. Suffix L B6. FIRM Index .: Date 09-11 -2009 B7. FIRM Panel Effective/Revised Date 09-11 -2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date N/A ❑ CBRS ❑ OPA No 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 -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM # N- 567Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.61 Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) N/A. Attached garage (top of slab) N /A. Lowest elevation of machinery or equipment servicing the building 10.52 (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (IiAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 10.40 :_ feet ❑ meters (Puerto Rico only) 10.69 0 feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 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. / certify that the information on this Certificate represents my best efforts to interpret the data available.' 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 licensed land surveyor? ® Yes ❑ No Certifier's Name ARMANDO GARCIA License Number 3109 Title PROFESSIONAL SURVEYOR & MAPPER Company Name Address 8567 CORAL WAY # 425 City MIAMI State FL ZIP Code 33144 Signature Date 07 -05 -2011 Telephone 786- 290 -4184 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these`spaces,'copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. JOB 08- 234 -09 -B City MIAMI SHORES State FL ZIP Code 33150 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (t) community offictal; (2) insurance agent/company, and (3) building owner. Comments C.O.R. Elevation = 10.40' NC CONDENSER CONC. PAD LOCATED BESIDES THE HOUSE EAST WALL. A5 OBTAINED BY GOOGLE CONVERSION OF ADDRESS TO LONGITUDE/LATITUDE Signature Date 07 -05 -2011 ® Check here If attachments 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 E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. 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 SECTION G - COMMUNITY INFORMATION (OPTIONAL) 11 Check here If attachments 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 and G9. 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 certify 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 FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 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 (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. .No.).or P.O. Route and Box No. 139 NW 102 ST. JOB 08- 234 -09 -B Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page, following. 07-05-1 HOUSE FRONT VIEW 07 -05 -11 HOUSE RIGHT SIDE VIEW 07- 05 -11A/C CONDENSER VIEW & RIGHT FAQADE WALL FROM REAR Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. JOB 08- 234 -09 -B Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number if submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." arm 07-05-11 HOUSE REAR VIEW 07 -05 -11 HOUSE REAR VIEW 07 -05 -11 HOUSE LEFT SIDE VIEW FRM REAR MIN 1 MIN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172273 Permit Number: RC -5 -10 -802 Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed 4 Gi- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 11, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 F &F Construction Services , Inc. 2617 Park Road, Pembroke Park, FL 33009 License CGC 060569 954. 454 -1948 office / 954- 454 -1259 fax 0 - 2 EivED APR 112012 -SZS -i yL1- INSULATION / INFILTRATION CERTiFIIC, TE PURPOSE: This form is provided to aid the contractor/ owner in complying with Building Division requirements. The form once completed will certify that the construction complies with the Florida Model Energy Efficiency Code and the applicable sections of the Standard Codes as required. This form is to be presented to the structural inspector at the time of final inton. To be completed by permit qualifier/ owner: MASONRY WALLS: FRAME WALLS: Manufacture GOEA GO? Cee, u l t Type 0-- Thickness R Value ‘z • 4. 1 t G: OTHER: Manufacture Lt & C-00 tL) l c. c' Type Thickness 7P- Az Value '- p I do hereby certify that the building, equipment and systems referenced below, as governed by the Florida Model Energy Efficiency Code including, but not limited to exterior envelope component materials, U values of the envelope systems, R value of insulating materials, size and type of apparatus and equipment, equipment and system controls and the data specified above are in conformance with the requirements of the Florida Model Energy Efficiency Code, the Standard Codes as amended and the permitted plans and specifications. Permit Number l O- b Z, Site Identification Signature of Qualifier/ Owner e�k.G E c e tc-c zs we Type or Print Name of Qualifier/Owner G Gkc_. to (0 ©s c9 License # Date Permit Number: RC -5 -10 -802 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 142752 Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passe('., 7 0 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 11, 2012 Page 1 of 1 KEANE SOIL PRETREAT & COMPACTION, MU 201 (954) 462 -0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 1092.2) 1, CU lbw 64 Address of Treatment 1©- -I( /c :Old Date Time Prod used drei&01-fc. Chemical used Percent concentration Area treated t_: Stage of treat 4 nt —rftga / i,< ULAN Applicator of Gall ns applied %� linear feet treated As per 109.2.2 — If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this lime 7` % ' 1 1/ 1 Certificate of Compliance for Termite Protection (As required by Florida Building Code (FBC) 1816.1) Address of Treatment tGs vvk\ 8 i4Cit+u This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Method of Treatment USZ A ' rized Signature Permit Number: RC -5 -10 -802 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172271 Inspection Date: April 11, 2012 Inspector: Hernandez, Rafael Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 11, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 TANK INSTALLATION [0 1"-- _--- TANK"SIZE`]°1t]/ ry [2] [0 ] TANK MATEIrL [0 ] OUTLET DEV CE 3 MULTI- CHAM$ERED t0 ] OUTLET FILTER T - [0 ] LEGEND '" / 0 4 C [0 WATERTIGHT [08 LEVEL ! [0•; DEPTH TO LID _33 `-` ->' n. t DR INFIELD INSTALLATION [10 AREA [11] DISTRIBUTION BOX( HEADER: [12] NUMBER OF DRAINLI&ES [13] [14] S AINLI SEPARA �'� Z+ SETBACKS I 1 [27] [ ] [28] t l [29] [ ] [30] [ ] [31] [ i [ [ { [° [ /I {20J ° -•-A€ }REGATE"EXCESSIVETTNE ""°-- -°.- -:-°- °- [ 1. [21] AGGREGA .E OERTH"•'& FILL / EXCAVATION MATERIAk, [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: BE CORRECTED. ,SURFACE WATER FT DITCHES FT PRIVATE WELLS FT PUBLIC WELLS FT IRRIGATION WELLS FT [32] POTABLE WATER LINES -.3 .s [3.3] BUILDING FOUNDATION % FT [34] PROPERTY LINES FT [35] OTHER FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION. CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING, f $ [47] CONTRACTOR 7"1-4.-"A- [48] OTHER ABANDONMENT ibtkk [49] TANK PUMPED 6 /` 0% 17,0 [50] TANK CRUSHED & FILLED 6 / CONSTRUCTt APRRO\ /DISAPPROVED]: 1r- FINAL •• SYST AP RP OVD/DISAPPROVED]:r�f DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number 5744- 002 - 4016 -4 CHD DATE: l J CHD DATE: P7 1: Applicant PT 2: Installer /Contractor PT 3: Building Department PT 4: Health Department . CJ --11 Wit} T1( Page 2 of 3 Itmci•d C Peps. Permit Number: RC -5 -10 -802 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172270 Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed 9'-jti Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 11, 2012 Page 1 of 1 COFrPORAIt OFFICE, 250 SW 1 th Pompano . . F 33069 1%N\ DATE:. 12 Btffi CLIENT: F & F CONSTRUCTION SERVICES, INC ADDRESS:. 2617 PARK ROAD, PEMBROKE PARK, FLORIDA 33009 PROJECT: PROPOSED ADDITION FOOTINGS ADDRESS: 139 NW 102ND STREET, MIAMI SHORES, FLORIDA ENGINEERING & TESTING CMEC & FDOT ACCREDITED www.federalengineeringandtesting.com Phone: (954) 784 -2941 1(800) 848-1919 Fax: (954) 784 -7875 FIE LsEnNSITY TESTS OF COMPACTED SOILS o-%(0 ORDER NO: 10 -2060 PERMIT NO. MATERIAL DESCRIPTION: GRAY SAND LOCATION: NE CORNER OF FOOTING LOCATION: SE CORNER OF FOOTING LOCATION: MIDDLE FOOTING COLUMN PAD LOCATION: NW CORNER OF FOOTING LOCATION: SW CORNER OF FOOTING LOCATION: FIELD DENSITY METHOD A.S.T.M. D-6938 DRY DENSITY P.C.F. IN THE FIELD 102.8 101.4 103.2 102.5 103.6 % MOISTURE 4.1 3.2 5.0 3.9 4.3 % COMPACTION IN THE FIELD 98.8 97.5 99.2 98.6 99.6 % COMPACTION REQUIREMENT 95% PROCTOR VALUE, P.C.F. 104.0 OPTIMUM MOISTURE, % 10.0 LABORATORY NO. P -2401 DEPTH IN INCHES 12 PROCTOR REMARKS: A.S.T.M D -1557 METHOD SOIL NOT TESTED BELOW FOOTINGS TESTED BY: AM CHECKED BY: KM After laying dormant fora period of 90 days or heavy rain/storms, retesting of this work must be performed. A density test determines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capadty determination. As a mutual protection to clients, the public and ourselves, all reports Are submitted as the confidential property of clients, and authorization For publication of statements, conclusions or extracts from or regarding Our reports is reserved pending our written approval. Respectfully submitted, 1 ti LEBLANL, P.E. it) FEDERAL FEDERAL ENGINEERING & TESTIN T FLORIDA REG. #59394 CERTIFICATE OF AUTHORIZATION # 5471 FEDERAL CORPORATE OFFICE 250 SW 13th Avenue Pompano Beach, FL 33069 DATE:. 12/13/10 CMEC & FDOT ACCREDITED ENGINEERING & TESTING www. federalengineeringandtesting .com Phone: (954) 784 -2941 1(800) 848-1919 Fax: (954) 784 -7875 FIELD DENSITY TESTS OF COMPACTED SOILS ORDER NO: 10 -2060 CLIENT: F & F CONSTRUCTION SERVICES, INC ADDRESS: 2617 PARK ROAD, PEMBROKE PARK, FLORIDA 33009 PROJECT: PROPOSED ADDITION FOOTINGS ADDRESS: 139 NW 102ND STREET, MIAMI SHORES, FLORIDA MATERIAL DESCRIPTION: GRAY SAND PERMIT NO. LOCATION: NE CORNER OF FOOTING LOCATION: SE CORNER OF FOOTING LOCATION: MIDDLE FOOTING COLUMN PAD LOCATION: NW CORNER OF FOOTING LOCATION: SW CORNER OF FOOTING LOCATION: FIELD DENSITY METHOD A.S.T.M. D-6938 DRY DENSITY P.C.F. IN THE FIELD 102.8 101.4 103.2 102.5 103.6 % MOISTURE 4.1 3.2 5.0 3.9 4.3 % COMPACTION IN THE FIELD 98.8 97.5 99.2 98.6 99.6 % COMPACTION REQUIREMENT 95% PROCTOR VALUE, P.C.F. 104.0 OPTIMUM MOISTURE, % 10.0 LABORATORY NO. P -2401 DEPTH IN INCHES 12 PROCTOR REMARKS: A.S.T.M D -1557 METHOD SOIL NOT TESTED BELOW FOOTINGS 11,)M)BY: AM CHECKED BY: KM After laying dormant fora period of 90 days or heavy rain/storms, retesting of this work must be performed. A density test determines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capadty determination. As a mutual protection to clients, the public and owselves, all reports Are submitted as the confidential property of clients, and authorization For publication of statements, conclusions or extracts from or regarding Our reports is reserved pending our written approval. Respectfully submitted, / P 7. LEBLAN , P.E. (/, /� 0: -" FEDERAL ENGINEERING & T FLORIDA REG. #59394 CERTIFICATE OF AUTHORIZATION # 5471 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 142754 Permit Number: RC -5 -10 -802 J Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed CQW71 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 11, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 4 II Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 July 19, 2011 Location: 139 NW 102nd Street Permit: RC- 5- 10-802 Re: Final Inspection Norm Bruhn, JUL 2o I have visually observed and inspected the project at said location and have found it in compliance with FBC 2007 and the approved drawings for this project. Sincerely, Victor J. Bruce .L A., LEEDR AP President & Architect AR-0017103 370 NE 101st Street Miami Shores, Florida 33138 telephone 305- 310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 172272 Permit Number: RC -5 -10 -802 Inspection Date: April 11, 2012 Inspector: Dacquisto, David Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed -/A 1 Inspector Comments .1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 11, 2012 Page 1 of 1 k JUL 1 5 2011 DOCUMENT COVER PAGE For those documents not providing the realuired space on the first page, this cover page must be attached. It must describe the document in snfftcient detail to prohibit its transference to another document. An additional recording fee for this page must be remitted. Document Title: Executing Party: Legal Description: (If Applicable) 11111111111111111111111111 1111111111111111111 CFN 2011R0460477 OR Bk 27754 Pss 2022 - 20 ?3; (2pss) RECORDED 07/13/2011 10:22:09 HARVEY RUYIN CLERK, OF CURT MIAMI -DADE COUNTY: FLORIDA (Space above this line reserved for recording office use) As more fully described in above described document. Return Document To / Prepared By: F.S. 695.26 Requirements for recording instruments affecting real property— (Relevant excerpts of statute) (1) No instrument by which the title to real property or any interest therein is conveyed, assigned, encumbered, or otherwise disposed of shall be recorded by the clerk of the circuit court unless: (e) A 3 -inch by 3 -inch space at the top right -hand corner on the first page and a 1 -inch by 3 -inch space at the top right -hand corner on each subsequent page are reserved for use by the clerk of the court... CLKJCT 155 Rev. 04/11 PREPARED BY: OR B k 27754 PG 2023 LAST PAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE KNOW ALL MEN BY THESE `�--Le PRESENTS: �` o WHEREAS, the undersigned J'e N t is /are the fee simple owner(s) of the following described property property') situated and being in Miami Shores Village, Florida: Lot(s) � (1 �- cf 18 Block I of C-01.0 cS'J t ( Subdivision), according to the plat thereof, as recorded in the Plat Book .7--f Page cfei, of the Public Records of Miami -Dade County, Florida, (address) IS? N u$ 1Q 2- S-1j , !PIA .-3-4- - and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS -E0' , the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 7 day of 20i Signature c' and Print .C;J. Signature and Pri Signature and Print C_t+er t (mil` r4 t- STATE OF FLORIDA COUNTY OF MIAMI -DADE i I H E CERTIFY that on this day personally appeared before me '• I t l " who is personally known to me or has produced (type of identification) as identification and he/she acknowledge that he /she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this Co day of NOTARY �,....., r Claudia V �-y•3 SR ,a:2i:T .11 on #DD717 23 ° Pd�fa]ICt�'� Expires: SE P.Ly'2 2011 rom1 ?al APIAli Ile BOMIRG (:fl Zia My commission expires: 204L., NO -Y PUBLIC, STATE OF FLORIDA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 156777 Permit Number: RC -5 -10 -802 Scheduled Inspection Date: March 07, 2011 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. vassi<IF_'g_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 04, 2011 For Inspections please call: (305)762 -4949 Page 25 of 30 KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462 -0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 109.2.2) 13c (\tA) 10 7.. & - Date 'l4_ Prodt�LI used Address of Treatment 4,)\ Time Applicator Vmical used centratio )1 Stage of tr ent Area treats AAA, Q I4;, i) Ali 7 linear feet treated As per 1092.2 —If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 157474 Permit Number: RC -5 -10 -802 Scheduled Inspection Date: April 06, 2011 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 142760. All ok except; MGT connections not completed. Detail 10 at existing truss not per plan. NB April 05, 2011 For Inspections please call: (305)762 -4949 Page 6 of 16 AA26001388 Location: 139 NW 102nd Street Permit: RC -5- 10-802 Re: Change to roof anchorage Norm Bruhn, The following changes to the structural drawings occurred at the job site: 1. Replacement of Simpson joist hanger LUS28 with HUS28; 2. Replacement of Simpson MGT girder strap with two (2) Hetall 6 per girder, 3. Addition of a square washer for each Kwik bolt used on the double wood ledger 4. Addition of a red -iron plate bolted to the concrete column & truss to reinforce the anchorage Both the HUS28 hangers and the pair of HETAL 16 straps exceed the roof uplifts in the project. The washer adds compression to the bolt. The red -iron provides extra uplift support. As a result, I hold no reservations to these changes. If you have any questions and /or comments, please don't hesitate to call me at 305.310.5030. Victor J. Bruce AR- 0017103 370 NE 101st Street Miami Shores, Florida 33138 telephone 305- 310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net doif‘447-(/ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 142755 Permit Number: RC -5 -10 -802 Scheduled Inspection Date: December 16, 2010 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition /Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 15, 2010 For Inspections please call: (305)762 -4949 Page 6 of 22 12/15/2010 14:48 FAX FEDERAL CORPORATE OFFICE 250 SW 13th Avenue Pompano Beach, FL 33069 +tee & Fpm' ACC IM Ia001/001 ENGINEERING & TEST U www. federalengineer{ngindtesting.cow Phone: (954) 784 -2941 1(800) 848-1919 Fax; (954) 7344 -7875 FIELD DENSITY TESTS OF COMPACTED SOILS DATE: 12/13/10 ORDER NO: 10 -2060 CLIENT: F & F CANSTRT.TCTI N SERVICES. INC ADDRESS: 2617 P ARK ROAD, PEMBROM P ANC FLORIDA, 33009 PROJECT: PROPOSED .49DITION FOOTINGS ADDRESS: 139 NW 102Nb STREI?'T, SHORES. FLORIDA MA'PERrAt D GRAY $AID:. PERMIT NO. LOCATION: NE CORNER OF FOOTING LOCATION: SE CORNER OF FOOTING LOCATION: MIDDLE FOOTING COLUMN PAD LOCATION: NW CORD. OF FOOTING LA :` SW COQ OF FOOTING LOCATION:, FIELD DENSITY METHOD A.S.T.M. D -69311 DRY DENSITY P.C.F. 114 THE FIELD 102.8 101.4 103.2 102.5 103.6 % MOISTURE % COMPACTION IN THE FIELD % COMPACTION REQUIREMENT 4.1 98.8 95% 3.2 5.0 3.9 4.3 97.5. 99.2 984 99.E PROC'T'OR VALUE, M.P. 104.0 • fG:t1 LABORATORY NO. P -2401 DEPTH 1N INCHES 12 PROCTOR A.S.T.M 0-1557 MIVITIOD REMARK& 7Ti9UDHY: hM Afarlayied dement WA poled Or 90 day* es booty , MMtosml, reeeatial of dia stork most be periaewed A deoe9ty te0f deterarinea tba demo ormmpuction adze farad blyarOf material ally. A doaalq does not apiece a t>:H barbs oepadO daosmlasdoo. As menial prated= so dkan, the public and otusdwo. ill reports Are ubeduee w the eooilaradal property of clean, awl notherleados For pablltaidoe of saeamwre, twoeloatVILs or =PROS from or rowdily{ Our mauls moved !mediae air *okra miaow t. Res pa th1ly submitted, LFEDERAL ENGINEERING �+ &' 'LELIZIN CP.E t� / W O G' FLORIDAREG. #59394 CERTIFICATE OF AUTHORIZATION 3 3471 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 142749 Permit Number: RC -5 -10 -802 Inspection Date: March 08, 2011 Inspector. Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition/Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. Passed )2'f Inspector Comments See engineer report attached. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 08, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 A121111 AA26001388 Location: 139 NW 102nd Street Permit: RC- 5- 10-802 Re: Special Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) Norm Bruhn, I have inspected the engineered unit masonry at said location including, but not limited to, the mortar, horizontal reinforcement, filled cells, concrete columns, beams, & lintels, and reinforcing steel and have found them in compliance with FBC 2007 and the approved drawings for this project. ank you, Victor J. Bruce AR- 0017103 370 NE 1010 Street Miami Shores, Florida 33138 telephone 305- 310 -5030 fax 1- 877- 408 -8280 email vbruce@ai- associates.net 'PARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION surance y U Al. Building Owner's Name Clement Duru & W Brenda JOB 08- 234 -09 -A JV Nu A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. Folio #11- 3101 -022 -0080 ty C Num City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) The West 1/2 of Lot 17 and all Lot 18, Block 1, of GOLD CREST A SUBDIVISION B PB 21 Pg 56 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25° 52' 18.2 "N Long. 80° 12' 18.5'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: to obtain flood insurance. NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A9.b N/A sq in 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 FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025C0302 L Date Effective/Revised Date Zone(s) AO, use base flood depth) 09 -11 -2009 09 -11 -2009 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ►5 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date N/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 A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM # N- 567Vertical Datum NGVD 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.80 ® feet b) Top of the next higher floor N /A. ❑ feet c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ❑ feet d) Attached garage (top of slab) N /A. ❑ feet e) Lowest elevation of machinery or equipment servicing the building N /A. ❑ feet (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.70 g) Highest adjacent (finished) grade next to building (HAG) 10.90 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A. structural support ® feet feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.' 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 licensed land surveyor? Yes ❑ No Certifier's Name ARMANDO GARCIA License Number 3109 Title PROFESSIONAL SURVEYOR & MAPPER Company Name Address 8567 CORAL WAY # 425 City MIAMI State FL ZIP Code 33144 Signature Date 03 -03 -2011 Telephone 786 - 290 -4184 03 -c -�� FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 156966 Permit Number: RC -5 -10 -802 Inspection Date: March 08, 2011 Inspector: Bruhn, Norman Owner: DURU, CLEMENT Job Address: 139 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F & F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition/Alteration Phone Number Parcel Number 1131010220080 Phone: 305 -525 -1427 Building Department Comments ADDITION OF A NEW BEDROOM,AND BATHROOM KITCHEN,KITCHEN AND LIVING ROOM EXTENSION.INTERIOR HOUSE REMODEL. , � /0/ Passed 491d13?-er/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 07, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 OX TOE OP 8 LOT -I t BLOCK -I FIP 1/2" r LOT -2 BLOCK -I 75.00'(R &M) NO I.D. f r n n� �r —� # 3D yu y 0.35' CL ---k- 4 Al, 137 + BLOCK -I o * O �0� �4 on LOT -I8 X xcA z= m X X STEPS LOT -3 LOT -4 BLOCK -I , BLOCK -I 6' WOOD FENCE P FIP 1/2" '1 rte_, CE Ni.,03.0 LOT -17 114v '1. 0.30' CL BLOCK -I i THE WESTI1 /2 25.00' 70 0.53' CL 0.13' CL J X FIP 1/2" NO I.D. ,$ 10 q 7 CONCJ' ' WALK K °_ mZ z rn z r y ui LOT -17 a BLOCK -1 gREMAINDER —0.5? CL X p10 �O• o r m 6s- FIP 1/2° e NO I.D. 'CIJA1C141.04. K' NORTH RIGHT- OF-WAY LINE u°3 11' PARKWAY 0 N 3NI1 AVM- 4O-1H9M 12114 BLOCK • CORNER • 16.30' ASPHALT: PAVEMENT • • • $0'. PUBLIC. RIGHT =OP WAY PROPERTY ADDRESS: 139 N.W. 102 ST., MIAMI SHORES, FL. 33150 (FOLIO No. 11 -3101 - 022 -0080) DESCRIPTION The West 1/2 of Lot 17 & all Lot 18, Block 1 of " GOLD CREST A SUBDIVISION " according to the Plat thereof as recorded In Plat Book 21 at Page 56 of the Public Records of Mlaml -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found In the Public Records of Miami -Dade County, or the records of any other pubfc and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic ;scale In English units of measurement. Attention Is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. The elevations of well-identifled features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man -made features as may eclat. Well-Identified features as depicted on this sunray and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. LIST OF POSSIBLE ENCROACHMENT: N/A BENCH MARK USED BM # N-587, Elev.= 10.54' converted to NGVD 1929. sff „• Age 103 Nl✓./02 12 3 4., .5M.6 $s„' I • 4F 4xe 1/ /0 9 fi 9 7 ..• ice, U nE BOO g6 ggg anon on flan, ul ul c € u1� 4 3 MektPig (4 iffienSiW II n u n u n p i1 n n, 11 IM.m /rl ar ,12 ,tg401.vig; • - � .6d• arse % A• 1 Q LOCATION M AP (NOT TO scALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of. Survey has been prepared for the exclusive use of the entitles named herein and the certification does not extend to any unnamed party CERTIFY TO: CLEMENT DURU & W BRENDA SURVEYORS CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY” and the Map of Survey resulting there from 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 "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61G17-6 of the Florida Administrative Code and Its implementing Rule, Chapter 472.027 of the Florida Statutes. AERIAL MAP (NOT TO SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0090 Suffix: J FIRM Date: 03-02 -1994 Flood Zone: X AR 'rye CIA PROFESSIONAL LAND SURVEYOR No. 3109 STATE OF FLORIDA C7 U cW7 gcgo ?n R U O B U U U I I I < d I V,A decd Survey is not covered by Proffesional Liability Insurance. ORIGINAL 08-07 -2009 FIELD DATE REVISIONS: 03-03 -2011 X JOB NO. 234-09 -A DRAWN J.V. ARMANDO GARCIA PROFESSIONAL LAND SURVEYOR 8567 Coral Way # 425,MIAMI, FLORIDA 33155 PHONE: (786) 290 -4184 FAX: (305) 262 -1039 SHEET 1/1 10451011rsi y,,/,' / /6 • /S : . rz 14 13 z • S9 Nl✓./02 12 3 4., .5M.6 $s„' I • 4F 4xe 1/ /0 9 fi 9 7 ..• ice, U nE BOO g6 ggg anon on flan, ul ul c € u1� 4 3 MektPig (4 iffienSiW II n u n u n p i1 n n, 11 IM.m /rl ar ,12 ,tg401.vig; • - � .6d• arse % A• 1 Q LOCATION M AP (NOT TO scALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of. Survey has been prepared for the exclusive use of the entitles named herein and the certification does not extend to any unnamed party CERTIFY TO: CLEMENT DURU & W BRENDA SURVEYORS CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY” and the Map of Survey resulting there from 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 "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61G17-6 of the Florida Administrative Code and Its implementing Rule, Chapter 472.027 of the Florida Statutes. AERIAL MAP (NOT TO SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0090 Suffix: J FIRM Date: 03-02 -1994 Flood Zone: X AR 'rye CIA PROFESSIONAL LAND SURVEYOR No. 3109 STATE OF FLORIDA C7 U cW7 gcgo ?n R U O B U U U I I I < d I V,A decd Survey is not covered by Proffesional Liability Insurance. ORIGINAL 08-07 -2009 FIELD DATE REVISIONS: 03-03 -2011 X JOB NO. 234-09 -A DRAWN J.V. ARMANDO GARCIA PROFESSIONAL LAND SURVEYOR 8567 Coral Way # 425,MIAMI, FLORIDA 33155 PHONE: (786) 290 -4184 FAX: (305) 262 -1039 SHEET 1/1 Miami Shores Village Building Department NOV 0 9 ; ono 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No C-- `C) -Sta. Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): C LCifl' "T a ✓t, Address: //9 L/0�2,,1�1{% 5772-ear Y% �/T City: J1Q7 � ,te State: FL. Tenant/Lessee Name: Phone #: r4.15---4 -1918 Email: 73,0441 59 e d e-2 4501)mi- /tier Zip: 3 3e# Phone #: JOB ADDRESS: /..3 g / i/ Al / D 21u , 51,45 I City: Miami Shores County: Miami Dade Zip: '3 3 /fO Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: tr `' 7N �®� Addresss:)G4.17 /9l�G "-OM, YanMk 6 �%/ State: FL. Qualifier Name: Erie e s-%-a it/ Phone #: qrii /me Zip: 13 1969 �8 Phone #: State Certification or Registration #: C C 66o 139 Certific�aate of�Com ete cy #: ,�s� Contact Phone #:1Y.13-21.11 8 Email Address: 77,0 GfJ 6j Aia�Di) "f DESIGNER: Architect/Engineer: II L1 46 12/0 G'44 Phone #: 10Y-5/D- 57)3U Value of Work for this Permit: $ / �o/ 0400 Square/Linear Footage of Work: 3 30® 0 Type of Work: Address ration New ❑Repair/Replace ❑Demolition Description of Work: /ilC ' 1;xic - �DIJ rmoiA) Ih9D /771 1)S • COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F ****,r****** ** **** r***** **** **,r ** err * *** * * * ** 001 0 a / Submittal Fee $ Permit Fee $ / O ° � a CCF $ CO /CC $ ,�}� Scanning Fee $ Radon Fee $ DBPR $ Bond $ L1C .0 J�.�J Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ - Structural Review $ TOTAL FEE NOW DUE $ 0)C15 V490 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be-secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvernd a reinspection fee will be charged. Signature \ J Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 9 -11, 20 /0, by cian DI'iO. who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: LAURAFARLEY MY COMMISSION # DD 646761 EXPIRES: March 16, 2011 Band Thru Budget Notary Servkes Contractor The foregoing instrument was acknowledged before me thi / day of /1 , 20/� by GZI fi�JY'L ,P(/ who, is persona ovn-to me or who has produced as identification and who did take an oath. *a;A4eo LAURAFARLEY �• �c MY COMMISSION # DD 646761 EXPI • -i • March 16, 2011 Bonded /Ti! udget Notary Services APPROVED BY -9 r ,76 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Sign: Print: My Commission Expires: * * * * * * * * * * * * * * ** * * * * * * * * * ** Zoning Clerk .11 et /Is ZONING t f,0 )1)e 6 41 16. 1/*/14 sfreA STRUCTURAOC *`‘‘ • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 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, Florida Statutes, the following. information is provided In this Notice of Commencement. 1. L description of pyoperty and street/address: t la-‘14,t `5 holies f ea.- j . Description of improvement: 'Triter-to r Re,w•41.41 vl 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's e, address, d ph a number 2 4:11 rtr1, k- I- c r t wkc) 5. Surety: (Payment bond required by owner from contractor, Name, address and phone number.; Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner u Section 713.13(1)a)7., Florida Statutes, Name, address and phone number 11111111111111 (111111111111111111111111111111 CFN 201080814380 OR BI( 27510 Ps 1216; (1es) RECORDED 12/06/2010 11:23 :09 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY: FLORIDA LAST PAGE Space above reserved for use of recording office W OZi51 0 ,ts7b .� Gs (Aram pw te— '3'3 ewt If any) oK/'S' r_ ✓ is r.t 1J C STATE OF FLORIDA, COUNTY OF i E - nPn%'rccseicdffi,* hF.eisSCRconvofthe orIgino fi ppn who HARV d in n :.n day of omega edas UVIN, CLERK, of Clrc Its d bounty CourfS j 8. In addition to himself, Owners designates the following person(s) to receive a copy o th e or's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number u so 1I6 a tlH 1'U3Py 9, Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date is spiolfled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST. BE RECORDED AND POSTED ON. THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. f Owner(s) or Owner(s)' Authorized Officer /Director/Partner/Manager 'Prepared By Print Name Title /Office O 4 OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 2 day of N 0 ,, e b r? r . 20 I a C ,Now c,-T-I v >r.. c, c.. t tv► k�. t"4L, individually, or CI as for DI Personally known, or 1] produced the following type of Identiflcatio Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT' TO .SECTION 92.626, .FLORIDA STATUTES Under penaltles of perjury, I declare that I have read the foregoing and that the facts.stated in it are true, to the best of my knowledge and belief. ti Sign ils e(s) of Own = „r • _ n s)'s Authorized Officer/ Director /Partner/Mantfger: who signed above: :r ICY • .I a4. Nil DD646761 S: Mardi 16,2011' dlR' oF�cw�O! BoviedTimi ButetNotey Serv6ces By p�, s .C2 rt N'' DV all MIAMI -DADE COUNTY CLERK OF COURT RECORDS DEPARTMENT 22 N.W. 1ST STREET MIAMI, FL 33128 DATE:12 /06/2010 TIME:11:23:09 AM RECEIPT:2512120 DEBORAH SMITH REF: 786 - 402 -8226 ITEM -01 NCO 11:23:09 AM FILE: 20100814880 BK/PG:027510/1216 RECORDING FEE 10.00 COPIES 1.00 CERTIFICATION 2.00 POSTAGE FEE 0.44 Sub. Total 13.44 ITEM -02 NCO 11:23:09 AM FILE:20100814881 BK/PG:027510/1217 RECORDING FEE 10.00 COPIES 1.00 CERTIFICATION 2.00 Sub. Total 13.00 AMOUNT DUE: CREDIT CARD: TOTAL PAID: VISA # xxxx -7031 ELIZABETH JOHNSON $26.44 $26.44 $26.44 REC BY:SHAIMEKAH DEPUTY CLERK el I 1 1 -1-t Permit No: 11 -rc )- Job Name , 2011 /40:Cc Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 /L76d A& i ££ el* oriat Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 10 -802 Job Name: November 22, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) A demolition permit application is required. r– 2) All sub permit applications are required. 3) Provide a shoring plan for the demolition. 4) Provide soil boring report and a soil bearing capacity certificate.Design bearing capacity must match soil boring report. 5) Provide truss plans from a specialty engineer. 6) Provide product approvals for the windows and doors that have been reviewed and — signed approved by the designer of record. 7) Provide a roofing permit application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viitage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:i—U4O-tv� DATE: 5O e0 0 (i ❑ Contractor Owner I�� y�,,,, icked up 2 sets of plans and : .her) I-'0 Pn�✓� -t' J Ski) ej ��, J Address: J 9 NUN O From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: PERMIT #: ❑ Contractor ❑ Owner ❑ Architect Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: \. 1 f 0 PERMIT CLERK INITIAL: C-6------\_____- Zeit Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. l ® — o Job Name PLUMBING CRITIQUE SHEET , ry ©rn5 aryl- ‘,1-11-470 060a • 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1131010220080 Owner's Name: CLEMENT DURU Job Address: 139 102 Street Miami Shores, FL 33150- Owner's Phone: Total Square Feet: 1525 Total Job Valuation: $ 100,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/22/2010 : Yes Comments: ON SITE PARKING IS REQUIRED. PLEASE INDICATE LOCATION OF DRIVEWAY ON PLANS, NOTE DRIVEWAY MUST BE SET BACK 5 FEET FROM RESIDENCE. 9/22/10 NEW PLAN REMOVES 2ND STORY AND IS OK APPROVED WITH 1 PARKING SPACE. Permit No: 10 -802 Job Name: September 29, 2010 Miami Shores Village Building Depart ent 10050 N.E.2nd venue Miami Shores, Florid 33138 Tel: (305) 7 5.2204 Fax: (305) 7 6.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) A demolition permit application is required. 4) Corrections for structural, plumbing must be completed. 5) All sub permit applications are required. 6) Provide a shoring plan for the demolition. 7) Provide a survey Tess than a year old. 8) Provide soil boring report and a soil bearing capacity certificate. 9) The foundation plan, Architectural plan and the notes conflict in regards to the col mns and filled cells. 10) The foundation schedule details a monolithic foundation but the top of footer elev -tion is -2'2 ". Please clarify is this monolithic or stem wall foundation and correct plans. 11) Provide a note showing the requirement for comer bars in the foundat6ion and be = m. 12) Provide truss plans from a specialty engineer. 13) Provide product approvals for the windows and doors that have been reviewed an • signed approved by the designer of record. 14) Provide a roofing permit application. Plan review is not complete, when all items above are corrected, we will do a complete pI n review. If any sheets are voided, remove them from the plans and replace with new revised shee s and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1Vltami Shores Village .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ) 0 '8 02 Job Name Date SliV /40 STRUCTURAL CRITIQUE SHEET &Yee ' ' n st cI4 X11 doorwist dd l ` h¢j / kip es ex 12 rbe. e --c* 4 ,i poe ®�' Open «i f? aro ") r ® 1>on' unw/e1s/ Id Oefrlf 0/i -3 11' a/prearl *4 hallow w.id,1h shacalel be 14I IVliami Shores Village ,Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /1:/- Job Name ,� DateM 9 azt, _.. STRUCTURAL CRITIQUE SHEET d .r1i-e 4/ 5-3 is i) n fled o%ila`rlf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -Permit No. /1°-5- e1.2 -. Job Name PLUMBING CRITIQUE SHEET Need 6-7W-30 /9,,D/Prov/4- 1 Planning and oning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)758 -8972 Folio Number:1131010220080 Owner's Name: CLEMENT DURU Job Address: 139 102 Street Miami Shores, FL 33150- Owner's Phone: Total Square Feet: Total Job Valuation: Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Comments: ON SITE PARKING IS REQUIRED. Date Denied: 5/10/2010 PLEASE INDICATE LOCATION OF DRIVEWAY ON PLANS, NOTE DRIVEWAY MUST BE SET BACK 5 FEET FROM RESIDENCE. Miami Shores Viiiage Building Department RECEIPT PERMIT #: 10- o I, ej6a— OM) Contractor XOwner ❑ Architect Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ► V sets of plans and o er) 4 OGI ��'u[�/�'S ant911694g 1i+�k)IONS From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departmenj continy permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: " l PERMIT CLERK INITIAL: sylaus - s11/1114,-„ s d.vc A (.(3 61c,2 s� thIT fAv.) uw sll) gla�I�O Owvr inoop- )9NQA ru � OeFi�l. Vvw kGm�S �i�m�a� \ITVa4 ce-c's . Permit No: 10 -802 Job Name: May 24, 2010 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) A demolition permit application is required. 4) Corrections for structural, plumbing and zoning must be completed. 5) All sub permit applications are required. 6) Provide a shoring plan for the demolition. 7) Provide a survey less than a year old. 8) The energy calculations identify a raised floor with R19, the plans must show insulation and the calculations must match the job (slab on grade also) 9) Provide soil boring report and a soil bearing capacity certificate. 10) Provide a note showing the minimum depth to the top of the foundation is 8' from finish grade. 11) The foundation plan, second floor plan and the notes cortlict in regards to the columns and filled cells. 12) All columns must be labeled. 13) Provide a statement of masonry design. 14) Provide a note showing the requirement for comer bars in the foundat6ion and beam. 15) Provide a special inspector form for the masonry. 16) Provide truss plans from a specialty engineer. 17) Provide a sheathing detail that provides the sheathing size, exposure, fastening, and diaphragm boundary details. 18) Provide product approvals for the windows and doors that have been reviewed and signed approved by the designer of record. 19) Provide stair construction details or shop drawings including han4uard rails. 20) Provide a roofing permit application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 q130/10-- pow i (o ---D Permit No: 10 -802 Job Name: September 29, 2010 edeasor-8) Miami Shores Village Building Depart ent 10050 N.E.2nd Miami Shores, Florid Tel: (305) 7 Fax: (305) 7 Building Critique Sheet 2nd Plans must be approved by HRS for the septic system. Provide receipt from Miami Dade planning and Zoning for impact fees. demolition permit application is required. Corrections for structural, plumbing must be completed. All sub permit applications are required. rovide a shoring plan for the demolition. Provide a survey less than a year old. rovide soil boring report and a soil bearing capacity certificate. The foundation plan, Architectural plan and the notes conflict in regards to the col mns and filled cells. The foundation schedule details a monolithic foundation but the top of footer elev -tion is -2'2 ". Please clarify is this monolithic or stem wall foundation and correct plans. Provide a note showing the requirement for corner bars in the foundat6ion and be = m. Provide truss plans from a specialty engineer. Provide product approvals for the windows and doors that have been reviewed an signed approved by the designer of record. Provide a roofing permit application. venue 33138 5.2204 6.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete pl = n review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 CAA a-- 499 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 10 c60:g-- DATE: (71 7 (10 cLaf I 14J5�� f (ts, Contractor ❑ Owner ❑ Architect r Picked up 2 sets of plans and other 6eV ieC ,• I Gc -' � �, Sty Address: 1 1'1 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D partmeQt to contin Acknowledged by: PERMIT CLERK INITIAL: L'�`� tting process. Yq} otf) RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village ,: \ - Building Department g p FEB 2 2 2 r7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B .- INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. /2),--e?ex_ Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple / 4/ Titleholder): 44-) e Phone #: Address: / 3 N Ui / d Z (.L4 l 4 C1- e-S State: City: (-7 1 Zip: S 3 t' 3 2" Tenant/Lessee Name: Phone #: Email: / «/ J ) / S r JOB ADDRESS: / 39 �l 0 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO a'' Flood Zone: CONTRACTOR: Company Name: t Address: (7(7 P' ( L City: re c ...p cS .Q Qualifier Name: n f t I--- 1 State Certification or Registration #: Ft F (oci S 7rvcw O Sate: C` c 1 COG6A Phone #: % 0 J CZ-S. Zip: j ?7. 60 Phone #: Certificate of Competency #: Contact Phone #: Email ddress: DESIGNER: Architect/Engineer: V Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Address UAlteration Description of Work: rt.) C mew ORepair/Replace ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * ** ** ** ** * * ******** * * * * * * ** ** ** Fees************* * * * ****** * * * * * * * * * ** ** * * * ** * *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 1- 66,w - t7-4' o TOTAL FEE NOW-DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse' e o ' such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing ins ment was acknowledged before me this day of Ike' I 20 ( (, by who is personall own n e or who has produced as identification and who did take an oath. Sign: Sign. Print: Print: My Commission Expires: My Commission Expires: APPROVED BY '/30t. 2A2/11 54414 ct Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Structural Review Clerk SCOSTA CORPORATION 5670 Commerce Center Drive Sebring, Florida 33870 863 -385 -8242 Voice 863 - 385 -8724 Fax W W W.SCOSTACORP.COM Job Information Contractor: PERFORMANCE SHELL CONST. INC 1 JobName: DURU i Engineering Cover Sheet Job #: 70812 Date: 2/8/2011 Address: 139 NW 102 ST MIAMI SHORES Bldg Dept Jurisdiction: 'I`ll i c-- FL Bldg. Code 2007 Chapter 16 Gravity - Roof: TC LL 3b TC DL tS BC DL 1c, BC LL P.S Total: �S Wind ASCE 7-05: ) (A MPH Exposure C.. Cat XC Wind TC DL 4 Wind BC DL Le Closed 15__ Part. Enclosed Open — Gravity - Floor: TC LL — TC DL -- BC DL — BC LL -- Total: -- The following truss designs have been prepared with ITW Guiding Components Group, Inc. View software, and reviewed by Richard A. Siver P.E., Florida Registered Engineer#65698. This cover sheet is sealed in lieu of each individual sheetin accordance withFL Board of Professional Engineers ruling 61G15- 31.003. Standard detail and/or sealed eng. sheets by Alpine Engineered Products are added to those listed below. Note: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -2002 Section 2. Order ID 1 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Date A5 . 2/8/2011 A4 2/8/2011 A6 2/8/2011 A3 2/8/2011 A2 2/8/2011 .... ..... ............._........_....... Al; 2/812011 B5 2/8/2011 B4 2/8/2011 B3 2/8/2011 B6 ' 2/8/2011 B2 2/8/2011 B7 1 2/8/2011 B1 2/8/2011 B8 2/8/2011 V6 2/8/2011 CJ13 2/8/2011 J1 2/8/2011 V4 2/8/2011 V3 2/8/2011 V2 2/8/2011 V1 2/8/2011 V5 ` 2/8/2011 EJ9 2/8/2011 J7 2/8/2011 J5 2/8/2011 J3 2/8/2011 "34 1/4)-7-/C.--./7 The Identity of the structural Engineer of Record has not been provided as of the seal date per section 61G15-31.003(5a) of the Florida Administrative Code. Page 1 of 1 Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' DeFleotion meets L/360 live and L/240 total load. All wind load cases on this truss hove a 1.33 duration Factor. fi 1 TRG = T11 PLT. TYP. -WAVE 3.5 t 12 13'9 "9 146 mph wind, 15.00 ft mean hgt RSCE 7 -05 CLOSED bldg, not located within 4.50 Ft from roof edge, CRT II, EXP C, wind TC DL-4.0 psf, wind BC DL -6.0 per. Iw =1.00 GCpi( + / -1 =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom ohord oheoked for 10.00 psf non-oonourrent live load. Truss checked for 250# movable concentrated loud along Bottom Chord, nonconourrent with design gravity loads. 13'9 "9 T1 1111,1111111111LAI N 27'7 "2 N m m 11() N i 3'8 "3 3'6"3 ----r----,1 i N—.1 —N N N N 3' 8.3 -msb 3' 8"3 20# 250 250# 250# 250# 250# 250# 250# 250# 250# 250# R =1634# U =421# W =8" R =875# U =386# RL =153/ -153# W =8" DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT - 202(021 /10(01 QTY= 7 TOTAL= 7 R =561# U =300# W =8" SEC = 179834 REV. 8.07.00.1218.BEALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF I. FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 385 -8242 ••VRRNINO•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMITIONI PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VA. 223143 AND VTCA MOOD TRUSS COUNCIL OF RMERICtt 6300 ENTERPRISE L'N MADISON WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNI�J�� fjyyp� �BQOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P UCTS TANTf: FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRCOIDOUCTS INCCC::. SHPo1. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ,DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING HRNOLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS O� NDS OF DESIGN SPEC BY AF &PRI RND TPI. RLPINE CONNECTOR PLATES RRE MADE OF 20/18/16GR (W,H /SS /K1 RSTM R653 GRADE 40/60 CW K/H SSI GRLV. STEEL. APPLY PLATES TO EACH FRCE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 1608 -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I) SHPoJ_ BE PER ANNEX AO OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRSILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf' 10.Opsf O.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 270700 DUR. FRC. 1.25 JOB #: 70812 SPACING 24.0" TYPE COMN Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH - 3.143' Deflection meets L/360 live and L/240 total load. All wind Toad oases on this truss have o 1.33 duration footor. TRG = TIO PLT. TYP. -WAVE 3X4 (C 3'14 3.5 p 13'9 "9 146 mph wind, 15.00 Ft mean hat RSCE 7 -05 CLOSED bldg, not 'coated within 4.50 ft From roof edge, CRT II, EXP C, wind TC OL -4.0 psf, wind BC DL -6.0 psF. Iw =1.00 GCpi( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom chord oheoked for 10.00 psF non-oonourrent live Toad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconourrent with design gravity loads. 6X6 13'9 "9 T1 Tl 3X4 X4 2X4 3X4 H0308 3X4 le-- 6 L l 23'7" 27'7 "2 2X4 3X4 CC6) co 250T_# 5 ' 9 "$ 250# 5'9"8 2so# N 25 —N 250# R =1535# U =551# RL =153/ -153# W =8" DESIGN GRIT- F8C2007RES /TPI -2002 FT/RT - 202(027 /10(07 QTY= 2 TOTAL— 2 5'9 "8 2501# 5'9"8------T 250# R =1535# U =551# W =8" SEO = 179845 REV. 8.07.00.1218.SEALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 1385 -8242 * *WARNING ** TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANOLING SHIPPING, INSTALLING RND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXRNDRIA VA. 223144 AND VTCR (WOOD TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE L'N, MADISON WI 537197 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURAL PAIL �65 QTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. U* TANT* FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRO UC INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO TRUSS IN DESIGN TPI: OR APPLICABLEIPROVIS PROVISIONS OF NOSP(NATIONALTDESIGN SPEC BY RF &PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160R (W,H /SS /Kl ASTM R653 GRADE 40/60 (W K/H SSI GALV STEEL. APPLY PLATES TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R -Z. ANY INSPECTION OF PLATES FOLLOWED BY (Il SHALL BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 270700 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE COMN Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / A6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x6 SP M -14: Webs 2x4 SP #3 :W9 2x6 SP #2: :W10 2x4 SP #2: :Rt Wedge 2x6 SP #2: 146 mph wind, 15.00 ft ft from roof edge, CRT Iw =1.00 GCpi( + / -) =0.18 Deflection meets L/360 11014 TAG = T12 PLT. TYP. -WAVE SPECIAL LORDS (LUMBER DUR.FRC. -1.25 / PLATE DUR.FRC. -1.25) TC - From 91 PLF at 0.00 to 91 PLF at 11.79 TC - From 91 PLF at 11.79 to 91 PLF at 25.67 BC - From 20 PLF at 0.00 to 20 PLF at 13.71 mean hgt ASCE 7 -05 CLOSED bldg, not l000ted within 4.50 BC - From 20 PLF at 14.46 to 20 PLF at 25.59 II, EXP C, wind TC DL-4.0 pef, wind BC OL -6.0 psf. PLB- 1442 LB Cono. Load at (14.52,12.37) PLB- 3097 LB Cono. Load at (16.52,12.37) live and L/240 total load. In Ileu of rigid ceiling provide lateral braoing to brace BC @ 24" OC All wind load oases on this truss have a 1.33 duration factor. 11'9 "8 13'9 "9 vvi R =183# U =88# W =8" 14'6 "4 25'7 "1 DESIGN CR I T-FBC2007RES/TPI -2002 FT/RT- 200(0X3 /10(01 2' 1 1442# 3097# R =6259# U =3068# W =8" QTY- 1 TOTAL= 1 9'0 "13 R =929# U =456# W =8" SEQ = 179869 REV. 8.07.00.1218.&EALE - 0.2500 SCOSTA CORP., WOOD OR STEEL ROOF & FLOOR T8.S= 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (6633 385 -8242 •.YARNING.e TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, RLEXRNORIA VA. 223141 AND VTCR (WOOD TRUSS COUNCIL OF THESEEFUNCTIONS. ENTERPRISE LJNLLEESSIOTHERWISE WI SRFETY HAVETPROPERLY ATTACHEOFSTRRUCTURAL PRy L gyp q TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. •III�M�FP$ RTRNT *I FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE DSIGNNCONFORMSTWITAPPLICABLE IPROVIS ONS OF NOSP(NATIONALTDESIGN SPEC BY RF &PA3 AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1606 (V,H /SS /Kl RSTM A653 GRADE 40/60 (W K/H SS) GRLV N0 STEEL. APPLY PLATES TO ERCH FRCE OF TRUSS S UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 16(18 -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I1 SHALL BE PER ANNEX R'3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD R. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.OpsF O.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/R LEN. 250700 DUR. FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE COMN Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKO / fl3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP M -30 :T2 2x4 SP #2: Bot ohord 2x4 SP M -30 Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH 3.143' DeFleotion meets L/360 live and L/240 total load. All wind load oases on this truss have o 1.33 duration Factor. 13'0 "1 146 mph wind, 15.00 Ft mean hot ASCE 7 -05 CLOSED bldg, not located within 4.50 Ft from roof edge, CAT II, EXP C, wind TC lL -4.0 psf, wind BC OL -6.0 psf. Iw =1.00 GCpiC + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom ohord oheoked for 10.00 per non - concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 13'0 "1 4 TAG = T3 PLT. TYP. -WAVE 2X4 3X4 3X4 2X4 ►-.- - 1 2 X7" *,C1 --, n 27'7 "2 m c-- 3'S "13 3'5 "13 - 3'0 "3--t-- 3'0 "3- -r2-t -4 - -3'0 "3 3'0 "3- - 3'S "13----- 3'5 "13i 250# 250 250# 250# 2501F50 250# 250 250# 250# 250# R =1535# U =716# RL =144/ -144# W =8" R =1535# U =716# W -8" DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT - 202(021/10(0) QTY= 1 TOTAL= 1 SEG = 22382 REV. 8.07.00.1218..EEALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING ,_FL 33870 (883) 85 -8242 **WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA, VA. 223141 AND WTCR (WOOD TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE L'N, MADISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RTTRCHED STRUCTURAL PR TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTPNT ** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR* UCTSSS� N . SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSS IN CONFORMRNCE WITH TPI: OR FRBRICRTING HANDLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC BY AF&PAl *ND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1605 CW,H /SS /K) RSTM 5653 GRADE 40/60 (W K/H SS) GRLV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A'3 OF TPI 1 -2002 SEC. 3. R SEAL. ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD R. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/8 LEN. 270700 DUR . FRC . 1.25 JOB #: 70812 SPACING 24.0" TYPE HIPS Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' Deflection meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration Factor. T m 3X4 (C6) 1 3-T4 TAG = T2 PLT. TYP. -WAVE 11'0 "I 3.5 p 5,7" 146 mph wind,.15.00 Pt mean hgt ASCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP t, wind TC OIL -4.0 psF, wind BC DL -6.0 psF. Iw =1.00 GCpI( +/ -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom chord ()hooked for 10.00 psf non- oonaurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconourrent with design gravity loads. 5X6 T2 5X6 11'0 "l T 2X4 T1 2X4 T1 CD 3X4 �� `1_ 3X4 C0 ;. 81 3X4 5X6 3X4 ~6 ) 23'7" N 27'7 "2 B1 7---3' 11 "6 --- -3' 11 "6 --t-2' 11 "6 -t-2' 11 "62' 11 "6-2' 11 "6 -1- -3' 11 "6 - --- -3' 11 "6 - 250# 250# 250# 250# 250# 250# 250# zso# 250# R =1535# U =717# RL =122/ -122# W -8" R =1535# U =717# W -8" DESIGN GRIT- FBC2007RES /TPI -2002 FT/RT -20X (OX) /10(0) OTY= 1 TOTAL- 1 SEO = 22383 REV. 8.07.00.1218.. ALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (8833 3E5 -8242 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING, INSTRLLING AND BRRCING. REFER TO BCSI (BUILDING COMPONENT SRFETY INFORMATI0N1 PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA VA. 223147 AND WTCR (MOOD TRUSS COUNCIL OF RMERICR 6300 ENTERPRISE LN, MADISON VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE � FpUyNypCpT'qIIOOoNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL Pte* OUCTS TAN C. **FURNISH L NOT ELRESPONSIBLEIFOR NINSTALLATION D FROMITTHIS DESIGN: ANYEFAILU ENGINEERED BRRCING OF DESIGNNCONFORMSTWITH APPLICABLE OF SHIPPING, & PEC BY RF &PRI AND TPI. RLPINE CONNECTOR PLATES ARE MADE OF 20/18/16GR (V,H /SS /K) ASTM 8653 GRADE L 40/60 (W K/H SS) GRLV STEEL. RPPLY PLATES TO EACH FRCE OF TRUSS RND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS IBQR -Z. ANY INSPECTION OF PLATES FOLLOWED BY (II SHRLL BE PER ANNEX RD OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf O.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 270700 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE HIPS Job:(70812) /PERFORMANCE SHELL CONST. /DURU /8KD / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 :T2 2x4 SP M -30: Bot chord 2x4 SP M -31 Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 4.694' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 4.694' SPECIAL LOADS (LUMBER DUR.FRC. =1.25 / PLATE OUR.FAC. =1.251 TC - From 91 PLF at -0.09 to 91 PLF at 8.99 TC - From 148 PLF at 8.99 to 148 PLF at 18.59 TC - From 91 PLF at 18.59 to 91 PLF at 27.67 BC - From 20 PLF at -0.01 to 20 PLF at 8.99 BC - From 85 PLF at 8.99 to 85 PLF at 18.59 BC - From 20 PLF at 18.59 to 20 PLF at 27.59 TC - 187 LB Conc. Load at 0.16, 27.42 BC - 717 LB Conc. Load at 8.99, 18.59 1-..2'11"6-..-1 TAG = T1 PLT. TYP. -WAVE 187# 1- 9'0"1 3.5 12 8X12 27'3"2 9'7" 2X4 T2 146 mph wind, 15.00 ft mean hat RSCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CRT II, EXP L�, wind TC ISL -4.0 psF, wind BC OL -6.0 psf. Iw =1.00 GCpi( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC ® 24" OC Defleotion meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration Factor. 8X12 9'0"1 187, 5X14 5X14 C0 3�ppCCCC � w 41(C6161 1 3 -T4 �- -' IF 3X4 (C6) '4X10(C8) 1:#114 i 9' H0510 23'7" 27'7 "2 717# R =3021# U =1495# W =8" DESIGN CRIT- FBC2007RE5 /TPI -2002 FT/RT •20X CORI /10(01 9'7 "2 QTY= 1 TOTAL= 1 717 9' R -3021# U =1495# W =8" SEG = 22400 REV. 8.07.00.1218 BEALE =0.2500 SCOSTA CORP. W000 OR STEEL ROOF & FLOOR TRUSSES 3870 COrU1ERCE CENTER DRIVE SEBRING FL 33870 (863) 385 -8242 ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING,. INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE 218 NORTH LEE STR. SUITE 312, RLEXRNORIR VS. 22314) FIND VTCA (W000 TRUSS COUNCIL OF RMERICA 6300 ENTERPRISE LIV, MADISON WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE • �FUNCTIONS. UNLESS OTHERWISE INOICRTED, TOP CHORD SHALL HRVE PROPERLY RTTRCHED STRUCTURAL !#IMPORTANT /i FURNNI�SH COPYLOFSTHISIDESIGGN TOOINSTALLLATIONFCON CEILING. �S R. RL (NE ENGINEEERED BRACING OFTRUSS SES. DESSIIGNNCONFORMMMSTWITH APPLICABLE OF NOS (NATIONAL SPEC BY RF &PE) AND TPI. ALPINE CONNECTOR PLATES ARE MRDE OF 20/18/16GR (W,H /SS /K1 RSTM 8653 GRADE • TWINSITTP'AWINGP16sANYHNSETIROFSLUFOLEOHBYW (I LOCATED • HISDESGPOSIIONER DR DRAWINGS INSPECTION OF (I) SHALL BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INGICRTES RCCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY FIND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf 0.0psf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 270700 DUR . FRC . 1.25 JOB #: 70812 SPACING 24.0" TYPE HIPS Job:(70812) /PERFORMANCE SHELL CONST. /OURU /B110 / 85 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP M -30 :T3 2x4 SP #2: Bot ohord 2x4 SP M -30 Webs 2x4 SP #3 :Lt Slider 2x8 SP 2400E -2.0E: BLOCK LENGTH = 4.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.775' Oefleotion meets L/360 live and L/240 total Toad. All wind load cases on this truss have a 1.33 duration Factor. 15'4 "9 146 mph wind, 15.00 Ft moon hgt ASCE 7 -05 CLOSED bldg, not located within 4.50 Pt From roof' edge, CAT II, EXP C, wind TC OL -4.0 psi, wind BC DL -6.0 psF. Iw =1.00 GCpi( + / -1 =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" 00 Bottom ohord oheoked for 10.00 psi non- oonourrent live load. Truss oheoked For 250# movable concentrated load along Bottom Chord, nonoonourrent with design gravity loads. 13'0"8 i TRG = T23 PLT. TYP. -WAVE H0308 4X10 26'5" T---4'0"15 250# 250# R =1720# U =604# RL =178/ -157# W =8" 28'5 "1 4'0 "15 250# 250# 250# 250# 250# " DESIGN CRIT- FBC200/Ntt3/TPI -2002 FT/RT- 20X(021 /10(01 QTY= 2 TOTAL= 2 7 F--.1 250# R =1442# U =438# W =4" SEO = 179804 REV. 8.07.00.1218.EERLE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING ,FL 33870 (883) 385 -8242 *•WRRNSNG.. TRUSSES REQUIRE EXTREME CORE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO B(SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, FS.EXRNDRIR VR. 22314) AND VTCR (W00D TRUSS COUNCIL OF RMERICA 6300 ENTERPRISE LI'J, MROISON VI 537197 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUUyNpCTIIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRO D PORTRNT ** st�1 H C PYLOFSTHISIDESIGN TOOINSTRRLLR ONNFCONITHCS R. RLPINEYENGINE�O FOR TRUSS BUILD THE BRACING OF TRUSSES. DESIGN T FABRICATING, IGNCONFORMSWITH APPLICABLE PROVISIONS PRVISIONS 0I N09 CNATIONRLTDESIGN SPEC BY RF &PA) AND TPI. ALPINE CONNECTOR PLATES RRE MADE OF 20/18/1601 (W,H /SS /Kl RSTM R653 GRADE 40/60 CW K/H SS) G1LV STEEL. APPLY PLRTES TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRRWINGS 160A -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX AA OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65898 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf O.Opsf 55.OpsF REF DATE 02 -08 -2011 DRWG 0/A LEN. 280500 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE COMN Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / 134 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 :T1 2x4 SP M -30: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Slider 2x8 SP 2400E -2.0E: BLOCK LENGTH - 4.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.775' DaFleotion meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration footor. 1 3X4 CC6) 3'14 TRG = T16 P.LT. TYP. -WAVE 3.5 p X 15'0 "1 5X6 6X8 146 mph wind, 15.00 Ft mean hgt RSCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CRT II, EXP C, wind TC OL -4.0 per, wind BC OL -6.0 psF. Iw =1.00 GCpi( + / -) -0.18 In lieu of rigid ceiling provide lateral bracing to brace BC ® 24" OC Bottom chord oheoked for 10.00 psf non- oonourrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconourrent with design gravity loads. 12'8" 3X4 250# 250# 2X4 4'0"15-1-.-3'7"5 250# R -1720# U=589# RL -175/ -153# W =8" DESIGN CRIT-FBC2007RES/TP I -2002 FT/RT -20X (OX1 /10(01 250# H0308 2XT0 28'5 "1 ' 2X4 250# 250# 250# N 250# N 250# R =1442# U =424# W =4" QTY= 2 TOTAL= 2 SEO = 179809 REV. 8.07.00.1218.EEALE - 0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (8631 365 -8242 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING RNO BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA VR. 223141) AND VTCR CW000 TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE LN, MADISON VI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURRL PR�gLS 5N0 BOTTOM CHORD SHRLL HAVE R PROPERLY RTTRCHED RIGID CEILING. iiIMPCRTANTii FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRO OUCTB N SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FRBRICRTING HRNDLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC BY RF &PRI AND TPI. ALPINE CONNECTOR PLATES RRE MADE OF 20/18/1686 (V,H /SS /Kl ASTM R653 GRADE E 40/60 (W K/H SS) (IRLV STEEL. APPLY PLATES TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER RNNEX RU3 OF TPI 1 -2002 SEC. 3. R SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY Stu Fl Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 280500 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE SPEC Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / 83 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 :T2 2x4 SP #2: :T3 2x4 SP M -30: Sot ohord 2x4 SP M-31 :82 2x4 SP M -30: Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' DeFleotton meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. (D 1 3X4 (C 3 -14 13'0 "1 146 mph wind, 15.00 ft mean hgt ASCE 7 -05 CLOSED bldg, not Iodated within 4.50 Ft from roof edge, CRT II, EXP C, wind TC DL-4.0 psF, wind BC 0L -6.0 psf. Iw =1.00 GCpi( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom chord oheoked for 10.00 pee non- oonourrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonooncurrent with design gravity loads. 4'9" 12 5X6 _ T2 5)(6 3.5 p 3X4 T i -- -- 2X4 F} jK-645T B1 3X4 H0308 Z63) 28'5 "1 N 10'8" 2X4 1 c0 10X10 (E4) -1 3X5 I 1 1 1 3X4 I.*3'10 "2--- 3'10 "2 3'10 "2 f-- 3'10 "2 ----- 3'10 "2 ---j- 3'10 "2 2'8 "2— 2'8 "2� 250# 250# 250# 250# 250# 250# 250# 250# 250# R -1720# U =804# RL =152/ -130# W =8" R =1442# U =701# W =4" TAG T15 SEC = 179815 DESIGN GRIT- FSC2007RES /TPI -2002 FT/RT- 20V0111/10 (0] QTY = 1 TOTAL= 1 REV. 8 . 0 7 . 0 0 . 1 2 1 8 . SEALE =0.2500 PLT. TYP. -WAVE SCOSTA CORP. W000 OR STEEL ROOF & FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) am-8242 ••WRRNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, RLEX*NQRIR VA. 22314) AND VTCR (W000 TRUSS COUNCIL TTHHESEEFUNCTIONS. PLAIN LEESSSSIOTHERWISEOINDICATTED, 537191 CHORD SAFETY HAVVEETPPROPERLY PRIOR STRUCTURAL PREl,,� (jyp�s TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • *IMpCRTANNT ** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO DDUUC $S -INCCC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD BRACINGHOFTTRUSSES. DESIGN NCONFORMS TWITH APPLICABLE IPROVISIONS OF NOS P(NATI INSTILLING (NATIONAL DESIGN SPEC BY AF &PA) *NO TPI. ALPINE CONNECTOR PLRTES ARE MADE OF 20/18/16GR CV,H /SS/K1 ASTM R653 GRADE 40/60 (W K/H SSl GALY STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R-Z. ANY INSPECTION GF PLATES FOLLOWED BY (Il SHALL BE PER ANNEX Al OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY s(ll FIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65696 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 02 -08 -2011 ORWG 0/A LEN. 280500 DUR. FRC. 1.25 JOB #: 70812 SPACING 24.0" TYPE HIPS Job:C70812) /PERFORMANCE SHELL CONST. /DURU /BKD / B6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 :T2 2x4 SP M -30: 146 mph wind, 15.00 ft mean hat ASCE 7 -05 CLOSED bldg, not located within 4.50 Bot chord 2x4 SP M -31 :B2 2x4 SP M -30: ft from roof edge, CRT II, EXP L�, wind TC DL -4.0 per, wind BC DL -6.0 psf. Webs 2x4 SP #3 Iw =1.00 GCpi( + / -) =0.18 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' Right end vertical not exposed to wind pressure. (A) 1x4 #2 SYP,HF OR SPF "T" brace. BOX length of web member. Attach with Bd Box or Gun (0.113 "x2.5 ",min.)nails 0 6" OC. (B) #3 or better soab brace. Same size & 80X length of web member. Rttooh with 10d Box or Gun (0.128 "x3 ",min.Jnails 0 6" OC. In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom chord oheoked for 10.00 psf non - concurrent live load. Deflection meets L/360 live and L/240 total load. Truss checked for 250# movable concentrated load along Bottom Chord, All wind load oases on this truss hove a 1.33 duration factor. nonconourrent with design gravity Toads. 1 3.5 12 13'0 "1 3X4 T1 5X6 15'5" 3X4 T2 3X4 CC6l 334 95<' 6.C] ` N Ile 3X4 B1 X4 4X10 3X5 26'5" 28'5 "1 B2 X6 34p T-- 3'5"13 - }-- 3'5 "13 -- -3'0 "3 --t--3'0 "3 3'10"q- 250# 250# 250# 250# 250# 250# 250# 250# R =1720# U =698# RL °212/ -65# W =8" R =1442# U =678# W =4" TAG = T19 PLT. TYP . -WAVE DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT -20X (023/10 (03 QTY= 1 TOTAL= 1 SEC' = 179706 REV. 8.07.00.1218.EZALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR 1TtSS S 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (883) 385 -8242 * *WARNING ** TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO BCSI OIUILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VR. 223110 AND WTCR (W000 TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE L'N, MADISON WI 537191 FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI�QI77ggONS. UNLESS OTHERWISE INDICATE°, TOP CHORD SHRLL HRVE PROPERLY ATTRCHEO STRUCTURAL PRODUCTS INI. SHALL CHORD ELRESPONSIB EIFOR AANYYNDEVIRTIONNFRO CEILING. DESIGN: ALPINE ENGINEERED BUILD THE TRUSS IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING & BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC BY RF &PR) RND TPI. ALPINE CONNECTOR PLATES 660 MRDE OF 20/18/16GA (W,H /SS /K) RSTM 6653 GRADE 40/60 (W K/H SS) GRLV. STEEL. RPPLY PLRTES TO EACH FACE OF TRUSS FIND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRRWINGS 1608 -Z. ANY INSPECTION OF PLRTES FOLLOWED BY (I1 SHALL BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. A SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65696 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf' 15.0psf 10.Opsf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/R LEN. 280500 BUR. FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE H I PM Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / 82 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -30 :T2 2x4 SP #2: Bot chord 2x4 SP M -30 :82 2x4 SP M -31: Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Deflection meets L/360 live and L/240 total load. All wind load oases on this truss hove a 1.33 duration footor. co in m 3X4 (C6) 3"14 TAG = T14 PLT. TYP. -WAVE 11'0 "1 3.5 12 3X4 3X4 146 mph wind, 15.00 Ft mean hot ASCE 7 -05 CLOSED bldg, not located within 4.50 ft from of edge, CRT II, EXP L�, wind TC OL -4.0 psf, wind BC OL -6.0 psF. Iw =1.00 GCpI( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom chord oheoked For 10.00 psf non- oonourrent live load. Truss checked For 250# movable concentrated load along Bottom Chord, nonoonourrent with design gravity loads. 8'9' 5X6 3X4 T2 5X6 8'8" 1 (o 30510(E4)co T 1'0 1 B1 2X4 4X10 6 2'11 "13 2'11 "13 2'6 "3 2'6 "3 zso# 2501# 250# 2501# 2504 R =1720# U =805# RL =130/ -108# W =8" DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT- 20X(OZI /10(01 H0308 28'5 "1 26'5" 4X10 4'4"8 1 4'4 "8 250# OTY= 1 TOTAL= 1 250# 4'4" 2504 250# R =1442# U =702# W =4" SEO = 179823 REV. 8.07.00.1218.EZALE = 0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLOM TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (8831 385 -8242 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING, INSTRLLING RNO BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, RLEXRNDRIR VR. 223143 AND VTCR (W000 TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE LIV, MADISON WI 537191 FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL INS�]] �BgGTTOM CHORD SHALL HRVE R PROPERLY ATTACHED RIGID CEILING. ** ORTANT ** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRO CirS INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC BY RF &PR) RND TPI. RLPINE CONNECTOR PLATES ARE MADE OF 20 /18 /1SGR (V,H /SS/K1 RSTM A653 GRADE 40/60 (W K/H SS) WILY. STEEL. APPLY PLATES TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCRTED ON THIS DESIGN POSITION PER DRAWINGS 1608 -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES RCCEPTBNCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD R. SIVER P.E. #65898 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf' 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 280500 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE HIPS Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / B7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 :T1 2x4 SP M -30: Bot chord 2x4 SP M-30 :B2 2x4 SP #2: Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' (Al 1x4 #2 SYP,HF OR SPF "T" brace. 80X length of web member. or Gun (0.113"x2.S� ",min.)nnils ® 6" OC. Deflection meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration Faotor. cD c0 m 3X4 (C6) ▪ 3-T4 X3(6 Lam) N i 11'0 "1 3.5 p TRG = T18 PLT. TYP. -WAVE 3X4 3X4 146 mph wind, 15.00 Ft mean hgt ASCE 7 -05 CLOSED bldg, not located within 4.50 ft From roof edge, CAT II, EXP C, wind TC OL -4.0 psf, wind BC OL -6.0 psf. Iw =1.00 GCpt( + / -) =0.18 Right end vertical not exposed to wind pressure. Attach with 8d Box In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom ohord checked for 10.00 psf non - conourrent live load. Truss checked For 250# movable oonoentroted load along Bottom Chord, nonoonourrent with design gravity loads. Provide hanger or speoial oonneotion at right end of truss for 1442 lbs. 5X8 17'5" 2)(4 T2 5X6 T3 5X6 2X4 3X4 H0308 4X10 B1 26'5" 5X6 3 it 28'5 "1 0 2'11 "13 2'11"13 2'6 "3 2'6'3 2'11 "2 2'11 "2 _ 2'10 "4 2'10 "4 2'11 "2 2'11 "2 250# 250# 250# 2501 2s # 2501# 25 # 250# 250# 2501# 250# R =1720# U =726# RL =179/ -55# W =8" R =1442# U =688# DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT - 207(031 /10(01 OTY= 1 TOTAL= 1 SEC = 22391 REV. 8.07.00.1218 —SEALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF & FLDOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (8831 38S -8242 •*WARNING.* TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING RND BRACING. REFER TO BCSI CBUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VR. 223143' ANO VTCR CW000 TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE L'N, MADISON VI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FFoUUUqNCT�QII7g,OQNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRODUCTS INC. SHALL TOBELRESPONSIBLEIFFOTO NY DEVIATIONNFROMITTHIS DESIGN: ALPINE ENGINEERED BRACINGHOFTTRUSSES. TAD OR APPLICABLE PROVISIONS OF INSTALLING SPEC BY RF &PR) RND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GR (V,H /SS /K1 RSTM R653 ORMOE 40/60 CV K/H SS) GALV STEEL. APPLY PLRTES TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER ORRWINGS 160R -Z. ANY INSPECTION OF PLRTES FOLLOWED BY (II SHALL BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. R SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI /TPI 1 SEC. 2. RICHARD R. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 280500 BUR. FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE H I PM Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / B1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 :T2 2x6 SP M -14: :T3 2x6 SP #2: Bot chord 2x8 SP 2400f -2.0E Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.664' SPECIAL LORDS (LUMBER DUR.FRC. =1.25 / PLATE DUR.FRC. =1.25) TC - From 91 PLF at -0.09 to 91 PLF at 8.99 TC - From 147 PLF at 8.99 to 147 PLF at 21.75 TC - From 91 PLF at 21.75 to 91 PLF at 28.75 BC - From 20 PLF at -0.01 to 20 PLF at 8.99 BC - From 85 PLF at 8.99 to 85 PLF at 21.75 BC - From 20 PLF at 21.75 to 20 PLF at 28.75 TC - 187 LB Cono. Load at 0.16 BC - 717 LB Conc. Load at 8.99 BC - 422 LB Cono. Load at 21.75 187# ft T (D 3X4 CC6) 1 3 -14 TAG = T13 PLT. TYP. -WAVE 9'0 "1 3.5 .- 4X10 le- -6 2 (C6) 8X8 146 mph wind, 15.00 Ft mean hgt ASCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CRT II, EXP C, wind TC DL -4.0 par, wind BC DL -6.0 pal. Iw =1.00 GCpi( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Deflection meets L/360 live and L/240 total Toad. All wind load oases on this truss hove a 1.33 duration Factor. 28'7 "1 12'9" EM WI W4 ggg 3X6 T2 8X1,2 4X5 Fo 9' R =3350# U =1657# W =8" 717# DESIGN CRIT- FBC2007RE8 /TPI -2002 FT/RT -2OX 032I /10(01 H1010 26'9" 28'9 "1 12'9 "1 04X5 7' Lgt OTY= 1 TOTAL= 1 422# 7' -i R =2714# U =1343# W =8" SEO = 179831 REV. 8.07.00.1218.EEALE =0.2500 SCOSTA CORP. WOOD OR STEEL ROOF 1 FL00R TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (8833 SEBRING, • ;WARNING.+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VR. 22314) AND VTCR CW00D TRUSS COUNCIL OF AMERICA 8300 ENTERPRISE LN MADISON WI 537151 FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE eFUNCTII7gONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRO MPRTRNT ** Fh�1SOCCOPYLOFSTHISIDESIGN TO ATTACHED FCONTTRRACTOR. ALPINE ENGINEERED BRRCINGHOFTTRUSSES. DESSIIGNCONFORMSTWITH APPLICABLE OF NOSP(NATIONALTDESIGN SPEC BY AF &PA) AND TPI. RLPINE CONNECTOR PLATES ARE MADE OF 20 /18 /16GA (V,H /SS /NI ASIA A653 GRADE WSJ /THISVDESIGNSIPOOSITIONTPER DRAWINGSP160R-Z. ANYHINSPECTIONROFSPLATESUFOLLOWEDHBYW (2l LOCATED BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD R. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 280900 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE HIPS Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / 88 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP M -14 :T1 2x4 SP #2: Bot chord 2x8 SP 2400f -2.OE Webs 2x4 SP #3 :W7 2x8 SP 2400E -2.OE: :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.664' SPECIAL LORDS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC. =1.25) TC - From 91 PLF at -0.09 to 91 PLF at 8.99 TC - From 148 PLF ot 8.99 to 148 PLF ot 28.42 BC - From 20 PLF at -0.01 to 20 PLF at 8.99 BC - From 85 PLF at 8.99 to 85 PLF at 28.42 TC - 187 LB Conc. Load at 0.16 BC - 717 LB Conc. Load at 8.99 - 2'11 "6 • TAG = T17 PLT. TYP. -WAVE 187# 9'0 "1 28'3 "1 146 mph wind, 15.00 Ft mean hgt ASCE 7 -05 CLOSED bldg, not booted within 4.50 ft From roof edge, CAT II, EXP L�, wind TC OL -4.0 per, wind BC OL -6.0 psf. Iw =1.00 GCpi( + / -) =0.18 Right end vertical not exposed to wind pressure. In IIeu of rigid ceiling provide lateral braoing to brooe 8C 8 24" OC Deflection meets L/360 live and L/240 total load. All wind load cases on this truss hove a 1.33 duration Factor. Provide hanger or special connection at right end of truss for 3097 lbs. 19'5" 9' 717# R =3334# U =1649# W =8" DESIGN GRIT- FBC2007RES/TPI -2002 FT/RT- 20X(OX1 /1010) QTY= 1 TOTAL- 1 19'5 "1 R =3097# U -1532# SEO = 22402 REV. 8.07.00.1218.BEALE - 0.2500 SCOSTA CORP. W000 OR STEEL ROOFS FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 18831 385-8242 * *WARNING ** TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HRNDLING SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFOR)1 TI0N1 PUBLISHED SY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VA. 22314 AND VTCR (WOOD TRUSS COUNCIL OF THESE FUNCTIONS. WI CHORO SHALL PRACTICES OPEPRIOR L TTACHEOFS RUCNTIJRRL PANELS 8 BQTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Il *IMPORTANT** FURNISH COPY OF THIS OESION TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR(IOUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TRUSS IN TPI: OR APPLICABLEIPROVISIONSNOF SHIPPING INSTALLING (NATIONAL DESIGN SPEC BY AF &PRI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A CW,H /SS /K1 ASTM A653 GRACE 40/60 CW K/H SSl GRLV. STEEL. APPLY PLATES TO ERCH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160A-Z. RNY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. fl SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf' O.Opsf' 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 280500 DUR.FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE H I PM Job:C70812) /PERFORMANCE SHELL CONST. /DURU /BKD / V6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 Bot chord 2x4 SP M -31 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non - concurrent live Toad. See applicable standard volley or piggybook details for more requirements. Defleotion meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. 146 mph wind, 15.00 ft mean hgti RSCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC OL -4.0 psf, wind BC OL -6.0 psf. Iw =1.00 GCpI( + / -) =0.18 In lieu of rigid oeilin9 provide lateral bracing to brace BC ® 24" OC T m T TAG = T20 PLT. TYP. -WAVE 8 -4 is -2' 9"9 1.25 0 13'9 "10 DESIGN CRIT- FSC2007RE8 /TPI -2002 FT/RT- 20X(033 /10(01 QTY ° 2 TOTAL= 2 2X4 3X5 R =110pIf —1.1=100pIf RL =6plf W =16'7 "3 SEO = 179883 REV. 8.07.00.1218.BEALE =0.3750 SCOSTA CORP. WOOD OR STEEL ROOF 6 FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 38S -8242 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VR. 22314 RND VTCA CW00D TRUSS COUNCIL OF RMERICR 8300 ENTERPRISE Lr1, MADISON VI 537193 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS 83)BOTTOM CHORD SHRLL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTRNT ** FURNISH COPY OF THIS OESICN TO INSTRLLATION CONTRACTOR. RLPINE ENGINEERED PROI3OCTSS N . SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FRILURE TO BUILD THE TRUSS IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLINGt SHIPPING INSTRLLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Gt NOS (NATIONAL DESIGN SPEC BY RF &PRI RNO TPI. ALPINE CONNECTOR PLATES FIRE MADE OF 20/18/16G'R 04H /SS /K3 RSTM A653 GRADE 40/60 (W K/H SS) GRLV STEEL. APPLY PLATES TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 16(18 -Z. RNY INSPECTION OF PLATES FOLLOWED BY (II SHALL 8E PER ANNEX RD OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES RCCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf' TOT.LD. 55.Opsf REF DATE 02 -08 -2011 DRWG 0/R LEN. 160703 DUR.FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE VAL Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / CJ13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -30 Bot chord 2x4 SP M -30 Webs 2x4 SP #3 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 4.445' The following members need concentrated loads at the heel: 5 -0 -0 span /setback member an the 1 -11 -8 oant side requires 63 lbs and the 5 -0 -0 spun /setback member on the 1 -11 -8 cant side requires 63 lbs. Deflection meets L/360 live and L/240 total load. All wind load cases on this truss hove a 1.33 duration' Factor. N 3X4 CC6l 3'14 t TRG = T5 PLT. TYP. -WAVE 2.47 12 3X4 12'8 "1 146 mph wind, 15.00 ft mean hat, RSCE 7 -05, CLOSED bldg, Located anywhere in roof', CAT II EXP C, wind TC DL -4.0 psf, wind BC DL -6.0 psF. Iw -1.00 GCpi( + / -)=0.18 In lieu of rigid ceiling provide lateral bracing to brace BC ® 24" OC Sub- fasota beam assumptions: 5 -0 -0 sub-fascia beam on the 1 -11 -8 cantilever side. 5 -0 -0 sub - fascia beam on the 1 -11 -8 cantilever side. Hipjack supports 8 -11 -8 setback hacks with 1 -11 -8 cantilever one face: 1 -11 -8 can Never opposite Face. Provide (3) 16d toe -nails at top chord. Provide (3) 16d toe -nails at bottom chord. I — 1'7 "11 3X4 R =449# U =313# NAILED .y .y IT W2 2X4 "4 3X6 ( 6C l 0 R =762# U =407# W =11 "52 8 "1 DESIGN CRIT- FSC2007RES /TPI -2002 FT/RT - 2061061 /10(01 OTY= 5 TOTAL= 5 R =3544# U =70# NAILED SEO = 34204 REV. 8.07.00.1218.EZALE =0.5000 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRU3089 3670 COMMERCE CENTER DRIVE SEBRING, ) 85824270 **WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICRTING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORM�ITIONI PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VA. 223143 AND WTCR (W000 TRUSS COUNCIL OF RMERICt!I 8300 ENTERPRISE LIV MADISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANE O aND0 BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. •i RTT INTT ** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRO S N . SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FRBRICRTING HRNOLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS O� NOS (NATIONAL DESIGN SPEC BY RF &PR) RND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1608 (V,H /SS /Kl RSTM R653 GRADE 40/60 (W K/H SS1 GALV STEEL. APPLY PLRTES TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 1608 -Z. ANY INSPECTION OF PLRTES FOLLOWED BY (I) SHALL BE PER ANNEX AI3 OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES RCCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 120800 OUR . FRC . 1.25 JOB #: 70812 SPACING 24.0" TYPE HIP_JACK Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 146 mph wind, 15.00 Ft mean hqt, RSCE 7 -05, CLOSED bldg, Locoted nowhere In roof, CAT II EXP C, wind TC 0L =4.0 psf, wind BC DL =6.0 psF. Iw °1.00 GCpi(+ / -) -0.18 Shim all supports to solid bearing. 3`10 1 12 —11 0 "S Rte# U =36# NAILED R =45# U 2S #0- 12 # NAILED SPECIAL LORDS (LUMBER DUR.FRC. -1.25 / PLATE OUR.FRC. -1.25) TC - From 91 PLF at -0.09 to 91 PLF of 0.94 In lieu of rigid ceiling provide lateral brocing to brace BC ® 24" OC Defleotion meets L/360 live and L/240 total load. All wind loud cases on this truss have a 1.33 duration factor. Provide ( 2 ) 16d toe -nails nt top chord. Provide ( 2 ) 16d toe -nails at bottom chord. TAG = T8 SEO = 22380 OESIGN CRIT- FBC2007RES QTY= 10 TOTAL= 10 REV. 8.07.00.1218. ELALE = 1.0000 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3670 COMMERCE CENTER ORIVE SEBRING FL 33870 (8631 1385 -8242 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTRLLING RND BRRCING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMFITIONI PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, RLEXANDRIR VR. 2231' ANO VTCR (W000 TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE LN MADISON VI 537191 FOR d R SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PR N TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ** **FURNISH COPY OF THIS OESIGN TO INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRO UC INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD BRACINGHOFTTRUSSES. TPI: OR APPLICABLEIPROVISIONS"OF- NOSP(NATIONALT ESIGN SPEC BY RF &PRI RND TPI. ALPINE CONNECTOR PLRTES ARE MADE OF 20 /18 /1SGR (V,H /SS /KI RSTM R6S3 GRADE 40/60 (W K/H SSl GRLV. STEEL. APPLY PLRTES TO ERCH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R -Z. RNY INSPECTION OF PLATES FOLLOWED BY (II SHALL E PER ANNEX A'3 OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICRTES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR RNY BUILDING IS THE RESPONSIBILITY OF THE BUILDING ESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf O.Opsf' 55.0psF REF DATE 02 -08 -2011 DRWG 0/A LEN. 1104 DUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE JACK Job :(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Deflection meets L/360 live and L/240 total load. Fill wind load oases on this truss hove o 1.33 duration factor. (N1 0 "4 TAG = T26 PLT. TYP. -WAVE 146 mph wind, 15.38 Ft mean hat RSCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CRT II, EXP L�, wind TC 1L -4.0 psf, wind BC OL -6.0 psf. Iw °1.00 GCpi( + / -)=0.18 Right end vertical not exposed to wind pressure. Bottom chord oheoked for 10.00 psf non- oonourrent live load. See applicable standard valley or piggyback details for more requirements. 1e -11 "15 8'11 "3 3X40:11) 2X4 11 "15 I 9'11 "2 2X4 3X51 R=111PIF U °100pIF RL -15PIf W° DESIGN GRIT- FBC200 /igt(/TPI -2002 FT/RT -20X C031/10 C0) 0TY= 1 TOTAL- 1 N SEO = 22398 REV. 8.07.00.1218 &SALE = 0.7500 SCOSTA CORP. WOOD OR STEEL ROOF 1 FLOdt TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 885 -8242 ••WARNING•• TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA VR. 223143 AND VTCR (WOOD TRUSS COUNCIL TTHHESEEFUNCTII,7QONS. UNLESS OTHERWISE INO MADISON, TOP CHORDS SHALL HAVVEETPPROPERLY ATTACHED PERFORMING TTOM PRO GT IIN FURNISH COPY OF PROPERLY FOR OINSTALLAIONNP808 CONTRACTOR. DESIGNPIHNYEFRINEEREDO BUILD OFT TRUSSES. DESSIIGNNCONFORMMSTWITH RPPLIICCRBLEIPROVISIONS OF SHIPPING, SPEC BY RF &PAI RND TPI. ALPINE CONNECTOR PLATES ARE MROE OF 20/18/16GR 06H/SS/K1 RSTM R653 GRADE 40/60 (W K/H SS) GALV. STEEL. RPPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS 6ESIGN POSITION PER ORRWINGS 160R -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A'3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL 30.0psf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT. L0. 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 91102 OUR . FAC . 1.25 JOB #: 70812 SPACING 24.0" TYPE VAL Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / V3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT Top chord 2x4 SP M -31 146 mph wind, 15.67 ft mean het RSCE 7-05 CLOSED bldg, not located within 4.50 Bot chord 2x4 SP M -31 ft from roof edge, CRT II, EXP C, wind TC DL -4.0 psf, wind BC DL -6.0 psf. Webs 2x4 SP #3 Iw=1.00 GCpi( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace 8C @ 24" OC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Bottom ohord oheoked for 10.00 psf non- aonourrent live load. All wind load cases on this truss have a 1.33 duration factor. See applicable standard valley or piggyback details for more requirements. 8 -4 TAG = T25 PLT. TYP. -WAVE I- - -11 "15 ie 6'11 "3 3.5 12 3X4(01) 2X4 11 "15 -i DESIGN GRIT- FBC2007RES /TPI -2002 FT/RT- 2021023 /10(07 WIN N 7'11 "2 3X� R =111pIF U =100pIF RL=14pIF W =7'11 "2 QTY= 1 TOTAL- 1 SEQ = 22397 REV. 8.07.00.1218 -BEALE =0.7500 SCOSTA CORP. WOOD OR STEEL 1 FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (8631 I38S -8242 BRRCING. REFERRTOBSCSIEOC BUILDINGRCOMPONENTISAFETYIINFORMATHANDLING, ], PPUBLISHED BY,TPIS(TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA VA. 223143 RND VTCR CW000 TRUSS rnuNcIL OF RMERICR 6300 ENTERPRISE LN, MADISON VI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THyESSEE oFUNCTIIgTONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL UIMPORTA NC * *OFURISHOT BELOFSTHISIDPROPERLY E OOINSTALLAIIONFCONT�IS R. ALPINE ENGINEERED PRO BUILD THE TRUSS IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING & BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC BY AF &PR1 RND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16 CV,H /SS /K1 RSTM 8653 GRADE 01 40/60 CW K/H S6I GRLV STEEL. APPLY PLRTES TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRRWINGS 160R -Z. ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE PER ANNEX RO OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf 0.0psf 55.Opsf REF DATE 02 -08 -2011 DRWG 0/8 LEN. 71102 DUR . FAC . /.25 JOB #: 70812 SPACING 24.0" TYPE VAL Job: (70812) /PERFORMANCE SHELL CONST. /GURU /BKD / V2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 Bot chord 2x4 SP M -31 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf' non - concurrent live Toad. See opplioable standard valley or ptggybaok details for more requirements. 0-4 TRG = T24 PLT. TYP. -WAVE i�- -11 "15 3X4 (D1) 3.5 p 4'11 "3 146 mph wind, 15.96 ft mean hgt ASCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP L!, wind TC OL -4.0 psf, wind BC OL -6.0 psf. Iw =1.00 GCpiC + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Defleotton meets L/360 live and L/240 total load. All wind load oases on this truss have a 1.33 duration Factor. DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT - 203(011/10(3I 5 5'11 "2 OTY= 1 TOTAL= 1 0) CO W1" ' 3X5 R =111pIF U =IOOpIF RL =14pIF W- 5'11 "2 SEC = 22396 REV. 8.07.00.1218 —SEALE — 1.0000 SCOSTA CORP. W000 OR STEEL ROOF & FLOOR TRUS666 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (8831 385 -8242 ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VA. 223143 AND WTCR (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L'N, MADISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. (UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRrylEE(L,,Bg lip BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPCTTNT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO UC N . SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC BY RF &PR3 RND TPI. ALPINE CONNECTOR PLRILS ARE MADE OF 20/18/16GR (W,H /SS /K1 RSTM 8653 WIVE 40/60 (W K/H SS) GRLV STEEL. APPLY PLRTES TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY IIl SHALL BE PER ANNEX RD OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 51102 DUR . FRC . 1.25 JOB #: 70812 SPACING 24.0" TYPE VAL Job :(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / VI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 Bot chord 2x4 SP M-31 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non - concurrent live load. See applioable standard valley or piggyback details for more requirements. 1 1 TAG = T22 PLT. TYP. -WAVE 14"4 i� -11 "15 2'11"3 3.5 p 146 mph wind, 16.25 ft mean hqt, ASCE 7 -05, CLOSED bldg, Located anywhere in roof, CAT II EXP C, wind TC DL -4.0 psf, wind BC DL -6.0 psf. Iw -1.00 GCpi ( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Defleotlon meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. TL 3x� � 111 111 r 3'11 -2 3'1 DESIGN GRIT- FBC2007RES/TPI -2002 FT/RT- 202(0X1 /1010) 3X5 R =111pIP U =100pIf RL =12pIF W =3'11 "2 .1 1 (V CV W1 11 QTY= 1 TOTAL= 1 SEC = 22395 REV. 8.07.00.1218 BEALE =1.0000 SCOSTA CORP. WOOD OR STEEL ROOF & FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 085 -8242 * *WARNING** TRUbSLS REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, RLEXRNDRIR VR. 22314) RND VTCR (WOOD TRUSS COUNCIL OF RMERICA 8300 ENTERPRISE L'N, MADISON WI 53718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURAL *.XMPORTP NC * *0F� CHORD OOINSE CEILING. R. RLPINEYENGINNE�O FOR PRO BUILD TRUSS IN DESIGN NCCONFORMS TWITH APPLICABLE IPROVISIONS 0) NOS P(NATI T (NATIONAL DESIGN SPEC BY RF&PR) RND TPI. ALPINE CONNECTOR PLRTES ARE MADE OF 20/18/1605 (W,H /SS /K) RSTM 8853 ORME SH THISWDESIGN, POSITION PER'DRAWINGSPIS� Z. RNYHINSPECTIONROFF PLLATE AND, SUFOLLOWEDHBYWCI) LSHAU.. BE PER ANNEX A'3 OF TPI 1 -2002 SEC. 3. A SEAL 05 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.Opsf O.Opsf 55.Opsf REF DATE 02 -08 -2011 DRWG 0/R LEN. 31102 DUR.FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE VAL Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / V5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP M -31 Bot chord 2x4 SP M -31 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non - concurrent live Toad. See appllooble standard valley or piggyback detoils for more requirements. 9 -4 TAG = T27 PLT. TYP. -WAVE lam— 2'9 "9 1.25 12 3X4 (D1) 8'2 "7 146 mph wind, 15.00 Ft mean hat ASCE 7 -05 CLOSED bldg, not located within 4.50 ft From roof edge, CRT II, EXP C, wind TC OL -4.0 psf, wind BC DL -6.0 psf. Iw =1.00 GCpi( + / -1 =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Deflection meets L/360 live and L/240 total load. All wind load oases on this truss have a 1.33 duration factor. 2X4 2X4 DESIGN CRIT- FBC2007RES/TPI -2002 FT/RT - 20X(021 /10(0) 2X4 2XL ll' R =110PIf lJ =100pIP RL =6pIP W =11' CITY= 2 TOTAL= 2 SEG = 179890 REV. 8.07.00.1218..6EALE =0.5000 SCOSTA CORP. W000 OR STEEL ROOF 1 FLOOR TRUSSES 3870 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 085 -8242 imWRRNINO4• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANORIA VA. 22314) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE L'N, MADISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THEEryjESS�EEL� pS0FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRODUCTS INC. S T 66 RESPONSIBLEIFFOR AANYNDEVIHTIONNFROMITRTHIIS DESIGNPIMNYEFRILLI PTO BUILD THE TRUSS IN CONFORMRNCE WITH TPI: OR FABRICATING HANOLING SHIPPING INSTALLING & BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0� NOS (NATIONAL DESIGN SPEC BY AF &PAI AND TPI. ALPINE CONNECTOR PLATES ARE MRDE OF 20/18/16GR (V,H /SS /K1 RSTM R653 GRADE 40/60 (W,{K/N SSI GRLV STEEL. APPLY PLATES TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS UESIGN POSITION PER DRAWINGS 1608 -Z. RNY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX AO OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf O.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 11 OUR. FAC. 1.25 JOB #: 70812 SPACING 24.0" TYPE VAL Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / EJ9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot ohord 2x6 SP #2 :Lt Wedge 2x6 SP #2: SPECIAL LOBOS (LUMBER DUR.FRC. -1.25 / PLATE DUR.FRC. -1.25) TC - From 91 PLF ot -0.09 to 91 PLF ot 9.00 BC - From 20 PLF at -0.01 to 20 PLF at 9.00 TC - 187 LB Conc. Load at 0.16 All wind load cases on this truss have o 1.33 duration factor. 187# I F+ 8'10 "1 146 mph wind, 15.00 ft mean hgt RSCE 7 -05 CLOSED bldg, not located within 4.50 Ft from roof edge, CRT II, EXP L�, wind TC ISL -4.0 psf, wind BC DL -6.0 psf. Iw =1.00 GCpi( + / -) =0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom ohord oheoked for 10.00 psf non- oonourrent live load. Deflection meets L/360 Truss checked for 250# nonconcurrent with d"esi Provide (2) led toe -noi Provide (2] led toe -nai 250# TAG = T9 PLT. TYP. -WAVE 9'0 "1 4'G" 0' 250ir R =924# U -457# RL =195/ -45# W =8" DESIGN CRIT- F8C2007RES /TPI -2002 FT/RT - 208(023 /10(03 4'G" 250# R= 296/ -25# U =23# OTY= 24 TOTAL= 24 live and L/240 total load. movable concentrated load along Bottom Chord, en gravity loads. Is at top ohord. Is at bottom chord. NAILED NAILED SEO = 22386 REV. 8.07.00.1218.&EALE =0.5000 SCOSTA CORP. WOOD OR STEEL R008 & FLOOR 18.88ES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (8637 885 -8242 * *WARNING +• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTRLLING AND BRRCING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VR. 22314) ' AND VTCR (W000 TRUSS COUNCIL OF AMERICA, 8300 THESE L�,�F(UUjNyCpT�qII7,pOQNS EUNLESSIOTHERWISE INDICATTED, TOP 7CHORD SSHAALL HRVETPPROPERLY RTTRCHEDFSTRUCTURAL PRODUCTTS INC. StHLLNOT°BELRESPONSIBLEIFOR ANY DEVIATIONNFR CONTRACTOR. DESIGN: ANYA ENGINEERED TO BUILD THE DESSIIGNNCONFORMSTWITH APPPLICABLEIPROVISION HANDLING, NOS SHIPPING, (NRTIONRLINSTALLING DESIGN SPEC BY RF &PR) AND TPI. ALPINE CONNECTOR PLRTES RRE MRDE OF 20 /18 /ISGA (W,H /SS /KI RSTM 6653 GRAD€ 40/60 (W 6/H SSI GRLV. STEEL. APPLY PLRTES TO EACH FACE OF TRUSS SRO, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R -Z. ANY INSPECTION OF PLRTES FOLLOWED BY (I) SHALL BE PER ANNEX R'3 OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psF O.OpsF 55.0psF REF DATE 02 -08 -2011 DRWG 0/R LEN. 9 DUR . FRC . 1.25 JOB #= 70812 SPACING 24.0" TYPE EJACK Job:(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / J7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP M -31 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 3.143' SPECIAL LORDS (LUMBER DUR.FAC. -1.25 / PLATE OUR.FAC. -1.25) TC - From 91 PLF at -0.09 to 91 PLF at 6.94 BC - From 20 PLF at -0.01 to 20 PLF at 6.94 TC - 187 LB Conc. Load of 0.16 All wind load cases on this truss have a 1.33 duration Factor. m N TAG = T4 PLT. TYP. -WAVE 187# 1•NI 6'9 "5 146 mph wind, 15.00 Ft mean hgt RSCE 7 -05 CLOSED bldg, not located wtthtn 4.50 Ft From roof' edge, CRT II, EXP C, wind TC DL-4.0 psF, wind BC DL -6.0 psF. Iw=1.00 GCpI( +/- )=0.18 In lieu of rigid ceiling provide lateral bracing to brace BC ® 24" OC Bottom ohord oheoked for 10.00 psF non- oonourrent live load. Deflection meets L/360 live and L/240 total load. Truss checked For 250# movable concentrated Toad along Bottom Chord, nonconcurrent with design gravity loads. Provide (2) 16d toe -nails at top ohord. Provide (2) 16d toe -nails at bottom chord. R =89/ -58# U =136# NAILED II- 0 250# 81 3X6 (C6) 6'11 "5 J 250# R °849# U =420# RL =150/ -35# W =8" DESIGN GRIT- FBc2007RES/TPI -2002 FT/AT -2008321/loon QTY= 10 TOTAL= 10 I 1' 1 250# R=277/ -18# U =10# NAILED SEO = 22418 REV. 8.07.00.1218.BEALE =0.7500 SCOSTA CORP. WOOD OR STEEL ROOF I. FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 C863) 385 -8242 **WARNING** TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING, INSTRLLING AND BRRCING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE 218 NORTH LEE STR. SUITE 312, RLEXRNORIR VA. 22314) AND VTCR CW000 TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE LA, MADISON VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RI-CACHED STRUCTURAL PRNyEEe��$ AqNyOp BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. 00IMPORTANT.i FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRO DDUC S INC. SHRLL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSS IN CONFORMRNCE VITH TPI: OR FRBRICRTING HANDLING SHIPPING INSTALLING & BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC BY RF &PA3 ANO TPI. ALPINE CONNECTOR PLATES ARE MRDE OF 20/18/160* (V,H /SS /K) ASIA 8653 GRROE 40/60 (W K/H SSI GALV STEEL. APPLY PLATES TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160* -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX AG OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRRWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THI8 COMPONENT FOR RNY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,' PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf' 15.0psf 10.0psf 0.Opsf 55.0psf REF DATE 02 -08 -2011 DRWG 0/R LEN. 61104 DUR. FRC . 1.25 JOB #: 70812 SPACING 24.0" TYPE JACK Job :(70812) /PERFORMANCE SHELL CONST. /GURU /BKD / J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Rt Slider 2x6 SP #2: BLOCK LENGTH 3.143' SPECIAL LOADS (LUMBER DUR.FAC. -1.25 / PLATE OUR.FAC. -1.25) TC - From 91 PLF of -0.09 to 91 PLF at 4.94 BC - From 20 PLF at -0.01 to 20 PLF at 4.94 TC - 187 LB Conc. Load at 0.16 Deflection meets L/360 live and L/240 total load. All wind load oases on this truss hove a 1.33 duration factor. Sr) w T 3 -14 i TAG = T6 PLT. TYP. -WAVE 187# 1-"t Negative reaotton(s) of -230# MAX. (See below) from a non -wind load case requires uplift connection. 146 mph wind, 15.00 ft moon hqt ASCE 7 -05 CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP L�, wind TC ISL =4.0 psf, wind BC OL =6.0 psf. Iw -1.00 GCpi( + / -) -0.18 In lieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Bottom chord checked for 10.00 psf non - concurrent live load. Truss ohecked for 250# movable concentrated load along Bottom Chord, nonoonourrent with design gravity loads. Provide C 2 ) 16d toe -nails at top chord. Provide ( 2 ) 16d toe -nails at bottom chord. 4'9"5 H = -230h Rw =47# U =70# NAILED 2'5 "10 4'111"4 2'0 "10 250* 250# R =872# U =421# RL =106/ -25# W =8" DESIGN CRIT- FBC2O07RES/TPI -2002 FT/RT- 20X[OX) /10[0) 0TY= 10 TOTAL= 10 250# R= 250/ -45# U =7# NAILED SEQ = 22378 REV. 8.07.00.1218.bALE =1.0000 SCOSTA CORP. WOOD OR STEEL ROOF 6 FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) 335 -8242 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING, INSTALLING AND BRRCING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) Pu3LISHED BY TPI [TRUSS PLATE INSTITUTE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA VA. 223141' AND WTCR 04000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE aaFUUg�({NCT,I'gOONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PROUCTSN�1�NC. SHALL NOTDBESHRLL RESPONSIBLEI PROPERLY 4Y CEILING. DESIGN: ENGINEERED TO BUILD THE CONFORMANCE T FABRICATING, s P INSTALLING BRANGOFTRUSSES. DESIGN CONFORMS RPPLICRBLEPRV SIONS OF NOS (NATIONALDESIGN SPEC BY RF&PR) AND TPI. ALPINE CONNECTOR PLATES ARE MRDE OF 20/18/16(31 CV,H /SS /K) ASTM A853 GRADE 40/60 (W K/H SS) GALV. STEEL. APPLY PLRTES TO ERCH FRCE OF TRUSS mot UNLESS OTHERWISE LOCATED 85 THIS ANNEX A3 OFSTPI�1 2002 SEC. IN3. 160R-Z. S ANY INDICATES ACCEPTANCEYOFI) SHALL PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD A. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL 30.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR. FAC. 1.25 REF DATE 02 -08 -2011 DRWG 0/R LEN. 41104 JOB #: 70812 SPACING 24.0" TYPE JACK Job:(70812) /PERFORMANCE SHELL CONST. /DURU /BKD / J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 In Iieu of rigid ceiling provide lateral bracing to brace BC 0 24" OC Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. + Provide connection with (2) led toe - nails. 3'0 "5 3.5 p 1- 146 mph wind, 15.00 ft mean hqqt, RSCE 7 -05, CLOSED bldg, Located anywhere in roof, CAT II EXP C, wind TC DL -4.0 psf, wind BC DL -6.0 psf. Iw -1.00 GCpi (+ / -) =0.78 Bottom chord checked for 10.00 psf non-concurrent live load. Truss oheoked for 250# movable oonoentrated load along Bottom Chord, nonconourrent with design gravity loads. RII wind load oases on this truss have a 1.33 duration factor. R=I I# U =76# NAILED 2'0"1 0 1-27 2'1I"5 1'5 "10 250# R =310# U =55# RL =63# TAG = T7 PLT. TYP. -WAVE 250# NAILED 1'5 "10 2so# R =322# U =59# W =8" DESIGN CRIT- FBC2007RES /TPI -2002 FT/RT- 20XI0XI /10(01 R= 230/ -110# U =16# NAILED QTY= 10 TOTAL= 10 SEG = 22381 REV. 8.07.00.1218 —SEALE =1.0000 SCOSTA CORP, WOOD OR STEEL ROOF & FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING FL 33870 (863) SEBRING, ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNDLING SHIPPING, INSTALLING RND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 218 NORTH LEE STR. SUITE 312, ALEXANDRIA VR. 223143 ANC VTCR (WOOD TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE L'N, MADISON VI 537191 FOR SRFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL L BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHED RIGID CEILING. •• Q A **FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO C N . SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BRACING OF DESIGN CONFORMSTWITH APPLICRBLEIPROVISIONS OF SHIPPING, IONALTDESIGN SPEC BY APA] RND TPI. ALPINE CONNECTOR PLATES ARE MRDE OF 20/18/1606 (V,H /SS /Kl RSTM 6653 GRADE 40/S0 CW K/H SS) GRLV. STEEL. APPLY PLATES TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160R -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHRLL BE PER ANNEX RD OF TPI 1 -2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. RICHARD R. SIVER P.E. #65698 3670 COMMERCE CENTER DRIVE SEBRING, FL. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 02 -08 -2011 DRWG 0/A LEN. 21104 OUR . FRC . 1.25 JOB #: 70812 SPACING 24.0" TYPE JACK VALLEY TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2N, 2x4 SPF #2 WEBS 2X4 SP #3 DETAIL 14OMPH (X) TRUSSES BENEATH WITH () 116E(O.R162 xS 1/2 ")�COMM N OR S 4) GUN TO NAILS (0.128 "x3 "). (Y) ATTACH BOTTOM CHORD OF VALLEY GABLE TO SLEEPER WITH 16d COMMON (0.162 "x3 1/2 ") NAILS ® 6" 0:C. OR GUN NAILS @ 4" 0.C. (Z) VALLEY GABLE TRUSS. FOR ENCLOSED BUILDING REFER TO A14030050109 (ASCE 7 -05) OR A14030020109 (ASCE 7 -02), FOR PART. ENCLOSED BUILDING REFER TO A140GC0109 FOR GABLE END DETAILS. IN LIEU OF 1x4 "1" BRACING, 1x4 #3 HEM -FIR (OR Bk r R) CONTINUOUS LATERAL BRACING MAY BE USED. ATTACH WITH (2) 8d BOX (0.113 "x2 1/2 ") OR (2) 0.128 "x3" GUN NAILS. BRACING MATERIAL TO BE ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT. ** ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: 560# CONNECTION OR WITH (2) SIMPSON H5 CONNECTORS OR EQUIVALENT. ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 14 -0 -0 NOTE: BOTTOM CHORD MAY BE SQUARE CUT OR PITCHED CUT. CUT FROM 2x6 OR LARGER AS REQ'D ++ 4 -0 -0 SPAN W4x4 ++ 8 -0 -0 SPAN PITCHED CUT VALLEY BC SQUARE CUT VALLEY BC OPTIONAL STUB END DETAIL ++ 20 -0 -0 S AN SUPPORTING TRUSSES AT 24" 0.C. MAXIMUM SPACING. FOR VERTICALS OVER 7' -9" TALL, APPLY (1) 1x4 "1" BRACE TO NARROW FACE, SAME GRADE AS WEB MEMBER, ATTACH WITH 8d BOX (0.113 "x2 1/2 ") OR 0.128 "x3" GUN NAILS ® 6" 0.C., STAGGERED. TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING ATTACHED TO THEM WITH NAILS SPACED PER CODE REQUIREMENTS, OR PROPERLY ATTACHED VALLEY TRUSSES MAY BE USED IN LIEU OF SHEATHING OR PURLINS, SEE NOTE (8*) 140 MPH WIND, 30 FT MEAN HGT, ASCE 7 -05 PART. 'ENC. 'BLDG; LOCATED - ANYWHERE IN ROOF, CAT II, EXP. C, nD.TCDL =5.0 PSF, WIND BCDL =5.0 PSF; Kzt = 1.00 140 MPH WIND, 30 FT MEAN HGT, ASCE 7 -02 PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II; EXP. C, i!LND TCDL =5.0 PSF; WIND • BCDL =5.0 PSF, Kzt = 1.00 W4x4 OPTIONAL HIP JOINT DETAIL $ A� e.� /MIL S E 'COMMON Building Camponerd8 Group Inc. Earth City, MO 83045 »TARNIN6•e MAO AND MUM AIL NOSE OR 1873 MIMI Trusses require extreme ears In h/alaatlut. handling, shipping, Installing and /racing. Refer to and follow BCffi tRufdbg Compenent 8et�y t Os tp1 and 're far .stdr Dry prom' to Cie w she s famotlaoa y attached , Wei paevide gory bracing par shell IIdm noted ay attached top shoed chili have .noshed perm lie n penis and bottom eheb Wall Lase a properly tNmdpe skid ceiling. Lo�.hewn far permanent lateral restraint .1 web. Wei have bracing installed per DOOM sections 83 & R7. See this job's general notes page for more information. vmRO)H'6NTa i COPY OF T8 DESIGN TO INSTAUInON CONTRACTOR m Rdldiee Cump !keep ma. ) W.R not bs far auy deflation tram flab design. any tailors m being the gems m tRh 770 ar� ba>mmi, eblpptni, 1 flni ! bracing et frames. TSRM connecter plates are made at 20/18/1110A (r.(/S/8) AMR 6858 grade 57/40/00 WW/N,S) galc. . tad. Apply plates to each fans at tams, padtiaand a about above and on Joint Details. L .ad on this drawing or Dover page and professional m wring responsibility solely for the tens. aompanant fledge Wewn. T . �ty and a" of the component nor any building 1. the m theHnRe1n. Destpaer Cie' 6!!82411! 1 see R dtwbot.«.0 .wreplaLoem; Tlra: www.Wci�mtryeam: .wwaconfsori TC LL 20 OR 30 PSF TC DL 20 OR 15 PSF BC DL 10 OR 10 PSF BC LL 0 0 0 PSF TOT. LD. 50 OR 55 PSF REF VALLEY DETAIL DATE 1/1/09 DRWG VAL1400109 DUR.FAC. 1.25 SPACING 24" A &I associates, Inc. Approved 0 Approved as Corrected i Rejected 0 Revise and Resubmit i 12: Submit Specified Item This review is only far Frier.' conformance with ute design con -ept oa' the prof :ct and .erterftt compliance with the information .iven ••t the Contract Drr:un,ents. Corrections or comments made on the shop D swings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work of all trades and fo .erforming all work in a safe , . , sati.�.-ctory • .. (gr. I , • ADE COUNTY BUILDING DEPARTME �? MIAMI D SEP 1 4 2010 11805 SW 26 Street MIAMI, FLORIDA 33175 NOTICE TO MIAMI -DADE COUNTY BUILDING DEPAR . OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER T 'FLORIDA BURDING tIODE mamma I (We) have been retained by G 021..1 • to perform special inspector services under the on Building Code at the Ali : (�iy.�!! �proj on the below listed structures as of ° 131 I7 (date). I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: 1S02_. ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (84409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 .(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (84404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) (For tilt -up walls systems, inspect reinforcement as well) ❑ SPECIAL INSPECTOR FOR CURTAIN WALL FBC 2414.7 (R4410.5.7) ❑ SPECIAL INSPECTOR FOR STRUCTURAL GLAZING FBC 2415.7.2 (R4410.6.6.2) ❑ SPECIAL INSPECTOR FOR • ►.l • Note: Only the marked boxes apply. The following individuals) employed by this firm or me are authorized representatives to perform inspection * 1. clhaKiikii/012---�• 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. 1, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be•d lled-forarrall-mandatory 'inspections. Inspections performed*y the Special-Inspector*ired ° - by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are substantial accor. k; ice with the approved plans. Signed and S Date: 6t 13 ed I0 Nam : • • 11t73 Address • 'hone • • •• • • Rev. 8125108 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 600 • • U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Clement Duru & W Brenda JOB 08- 234 -09 JV A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. Folio #11- 3101 -022 -0080 City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) The West 1/2 of Lot 17 and all Lot 18, Block 1, of GOLD CREST A SUBDIVISION B PB 21 Pg 56 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25* 52' 18.2 "N Long. 80* 12' 18.5'W Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes ® No N/A sq ft N/A N/A sq in ® NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in 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 FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025C0090 J Date Effective /Revised Date Zone(s) AO, use base flood depth) 07 -17 -1995 03-02 -1994 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date N/A ❑ CBRS ❑ OPA ® No 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 A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM # N- 567Vertical Datum NGVD 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.81 0 feet ❑ meters (Puerto Ricoonly) b) Top of the next higher floor N /A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) Ni.__. A ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 11.12 0 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 11.11 0 feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.70 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 10.90 0 feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A. ❑ feet ❑ meters (Puerto Rico only) 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 information on this Certificate represents my best efforts to interpret the data available./ understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. El Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? �4 Yes ❑ No Certifier's Name ARMANDO GARCIA License Number 3109 Title PROFESSIONAL SURVEYOR & MAPPER Company Name Address 8567 CORAL WAY # 425 City MIAMI State FL ZIP Code 33144 Signature Date 08-07 -2009 Telephone 786- 290 -4184 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. Folio #11- 3101 - 022 -0080 JOB 08- 234 -09 JV City MIAMI SHORES State FL ZIP Code 33150 ompany`L 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 C.O.R. Elevation = 10.40' NC CONDENSER CONC. PAD LOCATED BESIDES THE WEST WALL OF HOUSE 16.30' Signature Date 08-07 -2009 IS Check here if attachments 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 E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. 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 and G9. 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 certify 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 FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 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 (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. Folio #11- 3101 - 022 -0080 JOB 08- 234 -09 JV Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page, following. 08 -06 -2009 HOUSE FRONT VIEW 08 -06 -2009 HOUSE RIGHT SIDE VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 139 NW 102 ST. Folio #11- 3101 - 022 -0080 JOB 08- 234 -09 JV Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." 08 -06 -2009 HOUSE LEFT SIDE VIEW 08 -06 -2009 HOUSE REAR SIDE VIEW FIP 1/2° NO I.D. 30 VCR OP 811711tVET LOT -I C BLOCK -I p 0.35' CL X 0' Z = m m Z rX z X X X X X X a N X-10.31' I_ �j I > A/C 2'X4' 0.53' CL-- 0.13' CL FIP 1/2" NO I.D. �o• LOT -I8 BLOCK -I LOT -2 BLOCK -I 75.0{O'(R &M) CONC. SLAB �o• 2010 LOT-3 BLOCK -I 0 LOT -4 BLOCK -I FIP 1/2" 6' WOOD FENCE NO I.D. dor—ft— A1.1 �o• A/C 28.70' 3'x3' Lu z J 0 13.30' THE WEST 1/2 25.00' LOT -17 BLOCK -I —10.12' 10 99 / / / / / / / 40, / / / / • / CN R4 W Y / / / / / / / / / / / / F /5 / / / .5 / / 4 .70' / / / / PORCH`L v CONC WALK / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / .80' / / /• .30' CL a N a+ LOT -17 BLOCK -I 73 REMAINDER .62' CL FIP 1/2° NO I.D. 5" CONC,519EV/ / 1$.00' 11' PARKWAY NORTH RIGHT -OF -WAY LINE ..2S5 25 {R&M) z ;y r_ f BLOCK • CORNER 1.42th. 16.30' ASPHALT PAVEMENT 50' PUBLIC RIGHT OF -WAY rn PROPERTY ADDRESS: 139 N.W. 102 ST., MIAMI SHORES, FL. 33150 ( FOLIO No. 11 -3101 - 022 - 0080 ) DESCRIPTION The West 1/2 of Lot 17 & all Lot 18, Block 1 of " GOLD CREST A SUBDIVISION " according to the Plat thereof as recorded In Plat Book 21 at Page 66 of the Public Records of Miami -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found In the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic scale In English units of measurement. Attention Is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not Intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. The elevations of well - identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, Including pavements, curbs and other man -made features as may exist. Well- identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. LIST OF POSSIBLE ENCROACHMENT: N/A BENCH MARK USED BM #14-567, Elev.= 10.54' converted to NGVD 1929. LOCATION MAP (NOT To SCALE) x ( J If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface Improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: CLEMENT DURU & W BRENDA SURVEYOR'S CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY" and the Map of Survey resulting there from 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 "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 81G17 -6 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. AERIAL MAP (Nor TO SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0090 Suffix: J FIRM Date: 03 -02 -1994 Flood Zone: X ARMANDO GARCIA PROFESSIONAL LAND SURVEYOR No. 3109 STATE OF FLORIDA cwi Zaa�a�a�aauiuwimv nnnunnnun u u 99 X cc co LU µ IL 6 Survey is not covered by Proffeslonal Liability Insurance. ORIGINAL 08-07 -2009 FIELD DATE REVI810NS: JOB NO. 08-234 -09 DRAWN J.V. ARMANDO GARCIA PROFESSIONAL LAND SURVEYOR 8567 Coral Way # 425,MIAMI, FLORIDA 33155 PHONE: (786) 290 -4184 FAX: (305) 262 -1039 SHEET 1/1 ENERGY PERFORMANCE LEVEL (EP DISPLAY CARD SEP 1 4 2010 TA. ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 139 NW 102nd Street, Miami Shores, FL, 33150 -0000 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3065 7. Windows ** Description Area a. U- Factor: Sgl, U= 0.94 440.75 ft2 SHGC: SHGC =0.72 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 3065.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 3366.70 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 3065.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1025 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits Cap: 74.0 kBtu/hr SEER: 14.57 Cap: 44.0 kBtu/hr COP: 1 Cap: 65 gallons EF: 0.91 Pstat I certify that Construction in this home basedgn in th' home has complied with rough the above energy - efore final inspection.. tailed Code compliant fe • the Florida Energy Efficiency Code for Building ving features which will be installed (or exceeded) O erwise, a new EPL Display Card will be completed tures. er Slut Date: Add ss of New Home: City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida EnerppGaagettitinsgt •Cpntact•the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at gnergyoaol.cpr y fgr ijtfOrjnation and a list of certified Raters. For information about Florida's Energy Efficiggey Gale • a, e'• o,Rstruction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida B '''9 �' • e, 'Idi Se ition B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DE P J •• Energy &auge® USA •• • • >f�� •:� wlak i.• n " "J • g Q • vl - ' f'' • • • • 'R:.(� w Y$i' • -.t; S` • • • • • •••? "'- • • ••• • • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Duru Residence Addition Renovation!! Builder Name: Street: 139 NW 102nd Street Permit Office: City, State, Zip: Miami Shores , FL , 33150 -0000 Permit Number: Owner: Mr Duru Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3065 7. Windows(440.8 sqft.) Description Area a. U- Factor: Sgl, U= 0.94 440.75 ft2 SHGC: SHGC =0.72 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types (3065.0 sqft.) insulation Area a. Slab -On -Grade Edge Insulation R =0.0 3065.00 ft2 b. N/A R= ft2 c. N/A R. ft2 9. Wall Types (3366.7 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 3366.70 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (3065.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 3065.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1025 ft2 12. Cooling systems (combined) a. Central Unit Cap: 74.0 kBtu/hr SEER: 14.57 13. Heating systems (combined) a. Electric Strip Heat Cap: 44.0 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 65 gallons EF: 0.91 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0. otal As -Built Modified Loads: 73.92 PASS Total Baseline Loads: 94.38 �7 I hereby certify that he plans and s ecificatioa s covered by Y f7/ p p Y this calculation are i compliance with the Fl ,r rida Energy Code. PREPARED BY / ' r Review of the plans and is P � '� specifications covered by this calculation indicates compliance i,r y te* with the Florida Energy Code.€ Before construction is completed t% 3 DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this • i •' g, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT- Florida Statutes BUILDING OFFICIAL- DATE: • • • • DDATE• • • • • • • .••..••. 9/13/2010 12:57 PM • • • • • •• ••• •• • • • .. • •.. • ••• .• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • .• • • .. • • • • • • •.• • • • ••• • • • • ••• • • • • • • • • • • • • • • • EnergyGay�geriiU$A: FI�RiS20 :8 : • • • •• •• • • • • • •• •• ••• • • • ••• • • Page 1of5 PROJECT Title: Duru Residence Addition Ren Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 3065 Lot # Stories: 1 Block/SubDivision: Owner. -- - Mr Dungy- -- - - -- -Total # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 139 NW 102nd Street Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single- family FL , 33150 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 274 ft 0 3065 ft2 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 3320 ft2 638 ft2 Light 0.96 No 30 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 -Full attic — Vented 300 3065-ft2- —N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 3065 ft2 0.11 Wood WALLS Sheathing Framing Solar Cavity S h Value Fraction Absor. # Omt Adjacent To Wall Type R -Value Area 1 N Exterior Concrete Block - Int Insul 5 434.6666 0 0 0.5 2 S Exterior Concrete Block - Int Insul 5 434.6666 0 0 0.5 3 E Exterior Concrete Block - Int Insul 5 532 ft2 0 0 0.5 4 W Exterior Concrete Block - Int Insul 5 532 ft2 0 0 0.5 •• ••• • • • • • •• 5 N Exterior Concrete Block - Int4nsul 5• • 0387.5 ft2 0 0 0.5 • • • 6 S Exterior Concrete Block - Int IriNyl • lip* 3$7.5 ft2 0 0 0.5 •• ••• •• • • • •• 7 E Exterior Concrete Block - Int Insul 5 329.1666 0 0 0.5 8 W Exterior Concrete Block - Int Insul 5 329.1666 0 0 0.5 • ••• • ••• •• • 9/13/2010 12:57 PM • • • • • • • • • • • • • •• • •• • • • • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGaeget6btdSA • FlaRes2088 • • • • ••• • • • ••• • • Page2of5 9/13/2010 12:57 PM •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGaugeal�S!A • Fl Res20 ®8 • • • • • ••• • • • ••• • • Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 S Wood Wood 0.29 22.22222 WINDOWS Orientation shown is the entered, asBuilt orientation. / V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Tinted) Yes 0.94 0.72 Y 75.375 ft2 2 ft 0 in 1 ft 0 in 2 S Metal Single (Tinted) Yes 0.94 0.72 Y 78 ft2 2 ft 0 in 1 ft 0 in 3 E Metal Single (Tinted) Yes 0.94 0.72 Y 56.25 ft2 2 ft 0 in 1 ft 0 in 4 W Metal Single (Tinted) Yes 0.94 0.72 Y 43.5 ft2 2 ft 0 in 1 ft 0 in 5 N Metal Single (Tinted) Yes 0.94 0.72 Y 59.25 ft2 0 ft 7 in 1 ft 7 in 6 S Metal Single (Tinted) Yes 0.94 0.72 Y 53.375 ft2 0 ft 7 in 1 ft 7 in 7 E Metal Single (Tinted) Yes 0.94 0.72 Y 37.5 ft2 0 ft 7 in 1 ft 7 in 8 W Metal Single (Tinted) Yes 0.94 0.72 Y 37.5 ft2 0 ft 7 in 1 ft 10 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None INFILTRATION & VENTING / V - - -- Forced Ventilation - -- Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 2894 6.30 158.9 298.8 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 15 42 kBtu/hr 1260 cfm 2 Central Unit Split SEER: 14 32 kBtu/hr 960 cfm 0.74 0.74 sys #1 sys#0 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts — 1 -Elect& Strip Heat None COP: 1 27- kBtu/hr sys#f 2 Electric Strip Heat None COP: 1 17 kBtu/hr sys#0 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.91 65 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Cert # Company Name System Model # Collector Model # Area Storage Volume FEF None None ft2 9/13/2010 12:57 PM •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGaugeal�S!A • Fl Res20 ®8 • • • • • ••• • • • ••• • • Page 3 of 5 DUCTS - -- Supply - -- - - -- Retum - - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF -Defaultteakage —(Default 1 lntenor B 1025 ft2 lnte-Ior 205 ft2 7ntenor (Default) % TEMPERATURES Programable Cooling Ventingg Ventin Thermostat: Jan [Xl Jan Jan Y Feb {iii Mar Feb [X] Mar [X] Feb [[XX]] Mar Cei Apr [X Appr [[XX]] A r ing Fans: May f[XXjj Jun FX] Jul [XJ May [X] Jun [X] Jul Ma [[XX]] Jun [X] Jul Aug f[XXjj Sep {il Oct [[XX]] Nov [X Augg [X] Sepp Oct [X] Nov [[xX]] Au [[XX]] Se Oct [[XX]] Nov Dec [Xl Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/13/2010 12:57 PM •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGaeieGeSA • Fl Res2088 • • • • : •• • • • ••• • • Page 4 of 5 1 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details 1 ADDRESS: 139 NW 102nd Street Miami Shores, FL, 33150 -0000 PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK �/ Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ✓ Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. All ductslfittings, raeahanical ogttipmeat and plenum chambers shall b�imecharric�l�r atfecle &, siea ed, insulated and installed in accordarfgp wi! the G %it44'ri4ot :Stctio•n,N1110.AB. Ducts ilt tincerfdltion%ti atttics:l -6 ntA. insulation. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Separate readily accessible manual or automatic thermostat for Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Ceiligg- Mii. R- 19 ?QomnXon walis=ffarteit -11 or CBS R -3 both sideS.Jomtbn ceQi&y &odors Ill? ••• -space - Additionatinfiltration -regts N11-06 AB 1.3 Ext ►austffans-vented-to-outdoors, -dampers; combustion heaters comply with NFPA, have combustion air. / ✓ OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. / ✓ Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ductslfittings, raeahanical ogttipmeat and plenum chambers shall b�imecharric�l�r atfecle &, siea ed, insulated and installed in accordarfgp wi! the G %it44'ri4ot :Stctio•n,N1110.AB. Ducts ilt tincerfdltion%ti atttics:l -6 ntA. insulation. / 1/ HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for Insulation N1104.AB.1 N1102.B.1.1 Ceiligg- Mii. R- 19 ?QomnXon walis=ffarteit -11 or CBS R -3 both sideS.Jomtbn ceQi&y &odors Ill? ••• 9/13/2010 12:57 PM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGAgeiloig4 i FleRas20 ®8 • • • • • Page5of5 Building Input Summary Report PROJECT Title: Duru Residence Addition Ren Bedrooms: 4 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Duru Conditioned Area: 3065 Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 139 NW 102nd Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33150 -0000 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost 8/Unit Electricity kWh Florida Average 0 0.1165 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft O ft 0-ft 0 -ft -- E --None O ft 0-ft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 274 ft 0 3065 ft2 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 332QfL2 .. D3$ft; . Lig,it . .,p .96 No 30 22.6 deg • • • • • • • • • •• AiIC••• • • ••• • •• ••• •• • • • •• # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented ••• •.•300••. •.•3065th• ••• N N 9/13/2010 12:57 PM • • • • • • • •• • • • ••• • • •• • EnergyGauge® / USRFSB v2.8 • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 4 Building Input Summary Report 9/13/2010 12:57 PM • • • •• ••• •• • • • •• • • • • • • • • • • ••• • ••• • • • • • • • • • • • •• • •• • ••• • •• • • • • •• • • • • • • • EnergyGauge® / USRFSB v2.8 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • Page 2of4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 3065 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Ad1'acent lTo Wall Type Cavity R -Value Width Height Sheathing Framing Solar Ft In Ft In Area R -Value Fraction Absor. 1 N 2 S 3 E 4 W 5 N 6 S 7 E 8 W Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 5 5 5 5 5 5 5 5 54 4 8 0 434.67 ft2 0 0 0.5 54 4 8 0 434.67 ft2 0 0 0.5 66 6 8 0 532 ft2 0 0 0.5 66 6 8 0 532 ft2 0 0 0.5 38 9 10 0 387.5 ft2 0 0 0.5 38 9 10 0 387.5 ft2 0 0 0.5 32 11 10 0 329.17 ft2 0 0 0.5 32 11 10 0 329.17 ft2 0 0 0.5 DOORS # Omt Door Type Width Height Storms U -Value Ft In - Ft In Area 1 S Wood Wood 0.29 3 4 6 8 22.22 ft2 WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Overhang Storm Area Depth Separation . Interior Shade Screening 1 N 2 S 3 E Metal Metal Metal Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes 0.94 0.94 0.94 0.72 0.72 0.72 Y 75.38 ft2 2 ft 0 in 1 ft 0 in None None Y 78 ft2 2 ft 0 in 1 ft 0 in None None Y 56.25 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 4 HIV 5 N 6 S 7 E 8 W Metal Metal Metal Metal Metal Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes 0.94 0.94 0.94 0.94 0.94 0.72 0.72 0.72 0.72 0.72 Y 43.51t2 2 ft 0 in 1 ft 0-iii None None Y 59.25 ft2 0 ft 7 in 1 ft 7 in None None Y 53.38 ft2 0 ft 7 in 1 ft 7 in None None Y 37.5 ft2 0 ft 7 in 1 ft 7 in None None Y 37.5 ft2 0 ft 7 in 1 ft 10 in Drapes/blinds None INFILTRATION & VENTING Method SLA CFM 50 ELA EgLA ACH - -- Forced Ventilation - -- Terrain/Wind ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00030 2412 132.4 249.0 0.207 5.25 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Fumiture um itue Fraction No Added Mass O ft2 • - • ` • • Oft: • • • _ • • • 08 • • • 9/13/2010 12:57 PM • • • •• ••• •• • • • •• • • • • • • • • • • ••• • ••• • • • • • • • • • • • •• • •• • ••• • •• • • • • •• • • • • • • • EnergyGauge® / USRFSB v2.8 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • Page 2of4 Building Input Summary Report COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15 42 kBtu/hr 1260 cfm 0.74 False 2 Central Unit Split SEER: 14 32 kBtu/hr 960 cfm 0.74 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 27 kBtu/hr False 2 Electric Strip Heat None COP: 1 17 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.91 65 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - - -- Supply -- - -- Retum - - -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 1025 ft2 Interior 205 ft2 (invalid) Default Leakage Interior (Default) (Default) TEMPERATURES Programable Thermostat: Y Cei ing Fans: N Cooling [XCj� Jan Feb 0[X� Mar p[�Cj Apr ((X]� May (iii Jun ([XX]� Jul [[XX]� Au �['XXJ� Se [�XX]� Oct [[XX]� Nov Venting [X] Jan LX Feb [X] Mar [X] Apr [X] May [ Jun [X] Jul [X] Au[X] Sep [X] Oct [X] Nov Ventin [[�X1] Jan l[�X1] Feb [[�Xl] Mar [[�X]) A r [[�Xl] Ma [ Jun [[�Xl] Jul [[�Xl] Aug [[�X]] Sep [[�Xl] Oct [[�X]] Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 •• ••• • • • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • •• • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • 9/13/2010 12:57 PM EnergyGauge® / USRFSB v2.8 Page 3 of 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Building Input Summary Report •• ••• • • • • • .. • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • ••• • • • • • • 9/13/2010 12:57 PM EnergyGauge®/ USRFSB v2.8 Page 4 of 4 ••• • • • • •.• • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • ••0 • • •• ••• • • • ••• • • • APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 891 kWhNr Peak Value: 200 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 4112 kWh/Yr Peak Value: 1343 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 6582. kWh/Yr Peak Value: 1207 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts -ell Pump AM 0.0 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts •• ••• • • • • • .. • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • ••• • • • • • • 9/13/2010 12:57 PM EnergyGauge®/ USRFSB v2.8 Page 4 of 4 ••• • • • • •.• • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • ••0 • • •• ••• • • • ••• • • • SYSTEM SIZING SUMMARY System:_AC #1 Location: Miami Shores, Duru Residence. 11 Prepared by: ARPE Engineering, Inc. Block Load-3,05 September 10, 2010 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Col Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Floor Area Overall U -Value Vent Air Vent Air TABLE 2. SIZING DATA Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow 41,996 BTU/hr 33,273 BTU/hr 31,643 BTU/hr 55.0 F 1,465 CFM 1,465 CFM 0 CFM 0 CFM 0 BTU/hr 1,745 sqft 0.162 BTU/hr/sqft/F 0.00 CFM/sqft 0 00 CFM/person (HEATING) 24,361 BTU/hr 0 BTU/hr 24,361 BTU/hr 0 CFM Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton Cooling Conlin¢ October 16:00 87.2/75.4 F 75.0/63.4 F 54.0/53.5 F 52.9 F 0.050 53.1 % 3.50 Ton 2.77 Ton 498.62 24.07 BTU/hr /sqft 0.84 CFM/saft Heating Heating Floor Area Overall U -Value Vent Air 13.96 BTU/hr /sqft 0.00 CFM/sqft 1,745 sqft 0.162 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation Atmospheric Clearness # ,1 ABLE 4� -INPUT AC SYSTEM - Miami Shores, Duru Residence. Fl User Defined 25.8 Degree 7.0 ft 0.90 Summer Dry -Bulb Coincident Wet-Bulb Daily Range Winter Dry -Bulb 91.6 F 77.5 F 15.0 F 46.3 F System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety AC #1 Clg and Electric Ht 6:00 24 hrs 55.0 F 0.00 CFM/person 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) 75.0 F Cooling (Unocc.) 80:0 F Heating 70.0 F RETURN AIR PLENUM No FAN Configuration Draw -Thru Static Pressure 1.50 in. wg. TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton 1) October 16:00 2.77 2) October 15:00 2.75 3) October 17:00 2.71 4) September 16:00 2.69 5) November 16:00 2.70 Total Ton 3.50 3.48 3.44 3.42 3.42 • • Mine • • • :6) N4m1117:50 Ober 11 :0t • • tensible Ton • • Q,6! • • • ••• 268 • 13) September 17:00 • • •.ab6 • 9) September 15:00 2.66 • 1001 • August 17:00 2.61 • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • - ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • Total Ton 3.41 3.40 340 3 SYSTEM SIZING SUMMARY System: AC #1 Location: Miami Shores, Dora Residence. Fl Prepared by: ARPE Engineering, Inc. Block Load - -3.05 September 10, 2010 Page: 2 TABLE 6. ZONE SIZING DATA Zone Name lstF1 South Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate (BTU/hr) (CFM) Design Time (kW) 31,643 1,465 October 16:00 7.1 Total: 1,465 Total: .00 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • .•• • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • .. •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• SYSTEM INPUT REPORT System AC #1 Location: Miami Shores, Duru Residence. Fl Prepared by: ARPE Engineering, Inc. Block Load 3.05 September 10, 2010 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 55.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. TABLE 2. SYSTEM ZONING INFORMATION 1 System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) lstF1 South • •• ••• • • • • • • • • • • • • • •• •• ••• •• • • • •• • • • • • • • • • • ••• • • • • • • • • • •• • • ••• ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• ••• • • • •• • • • • • •• • • • •• • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • SYSTEM SIZING SUMMARY System: AC #2 Location: Miami Shores, Duru Residence. Fl Prepared by: ARPE Engineering, Inc. Block Load 3.05 September 10, 2010 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required 31,896 BTU/hr 24,421 BTU/hr 23,225 BTU/hr 55.0 F 1,076 CFM 1,075 CFM 0 CFM 0 CFM 0 BTU/hr Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH July 17:00 90.1/77.1 F 75.0/63.8 F 54.0/53.5 F 52.9 F 0.050 54.3 % Total Coil Load 2.66 Ton Floor Area 1,305 sqft Sensible Coil Load 2.04 Ton Overall U -Value 0.161 BTU/hr /sqft/F SQFTITon 490.97 Vent Air 0.00 CFM/sqft Cooling 24.44 BTU/hr/sqft Vent Mr 0.00 CFM/Person Coolinv 0.82 CFM /soft TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow 16,360 BTU/hr 0 BTU/hr 16,360 BTU/hr 0 CFM Heating Heating Floor Area Overall U -Value Vent Air 12.54 BTU/hr /sqft 0.00 CFM/sqft 1,305 sqft 0.161 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Miami Shores, Duru Residence. F1 Data Source User Defined Latitude 25.8 Degree Elevation 7.0 ft Atmospheric Clearness # 0.90 'TABLE 4. 1NPUT AC-SYSTEM) Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter Dry -Bnlh 9L6 F 77.5 F 15.0 F 46.3 F System Name AC #2 THERMOSTAT SETPOINTS System Type Clg and Electric Ht Cooling (Occ.) 75.0 F System Start 6:00 Cooling (Unocc.) 80.0 F Duration 24 hrs Heating 70.0 F SIZING SPECIFICATIONS RETURN AIR PLENUM No 55.0 F FAN 0.00 CFM/person Configuration Draw -Tina 0.00 CFM Static Pressure 1.50 in. wg. Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety 0.050 0 % 0 % 0 % TABLE 5. TOP TEN COOLING COIL LOADS Time 1) July 17:00 2) June 17:00 3) July 16:00 4) June 16:00 5) June 18:00 Sensible Ton 2.04 2.03 2.01 2.00 2.00 Total Ton 2.66 2.65 2.63 2.63 2.62 • • ii'eu• • • • • S, nsibje•Ton • 6) Jul3:18.4). • • • • j.00 94 A •ng;•nst••17:10 : : • • 1.09 • %) 18eust Moo • • • col Total Ton 2.62 2.61 2.59 9) July 15:00 1.96 2.58 • 19)• May 17:00 rr• •X1.96 • 2.5 • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • 10 •• • • • •• •• ••• • • • ••• • • SYSTEM SIZING SUMMARY System: AC #2 Location: Miami Shores, Darn Residence. 11 Prepared by: ARPE Engineering, Inc. Block -Load --3.05 — September 10, 2010 Page: 2 TABLE 6. ZONE SIZING DATA Zone Name l stFl North Max. Cooling Sensible (BTU/hr) 23,225 Total: Design Airflow Rate (CFM) ,1,076 1,076 Design Time July 17:00 Max. Heating Design Flow Load Rate (kW) 4.8 - Total: .00 •• ••• • • • • •• • • •• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • ••• • • • • • • • • •• ••• • ••• • • • • • • • • • • • • • •• •• ••• • • ••• • • • • • ••• •• • • • • •• • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • •• •• SYSTEM INPUT REPORT System: AC #2 Location: Miami Shores, Duru Residence. Fl Prepared by: ARPE Engineering, Inc. Block Load 3.05 September 10, 2010 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION 1 System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 55.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) lstF1 North •• ••• • • • • • •• • • • • • • • • • • • • • •• • • • • ••• • • •• ••• •• • ••• • • • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • •• ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • •• •• f Duru Residence - Door and Window Calculations Sept. 9, 2010 ASCE 7 -05, V =146 MPH, Exposure C Formulas: +GCp: 1.18 - 0.177 x (Window area) -GCp Zone 4: -1.28 + 0.177 x (Window area -GCp Zone 5: -1.75 + 0.353 x (Window area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x (-GCp - 0.18) °Project pressures SEP 1 4 2010 Victor J. Bruce AR-0017103 Mark(plan) Width Height Win. 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S" *lc. 99ZZ69950E SZ :80 0ti0Z /K/60 kACO KADERABEK COMPANY • Geotechnical Engineering • Foundation Engineering • Construction Materials Testing • Soil Borings /Monitor Wells Thomas J. Kaderabek, P.E. Barry R. Goldstein, P.E. June 17, 2010 Mr. Clement Duru 139 NW 102'i Street Miami Shores, Florida 33150 9565 NW 40th Street Rd. Phone: 305/666 -3563 Miami, Florida 33178 Fax: 305/666 -3069 Re: Report of Subsurface Exploration & Geotechnical Engineering Proposed Residential Modifications & Additions 139 NW 102nd Street Miami Shores, Florida KACO Project No. 10175 Dear Mr. Duru: 2070 Kaderabek Company (KACO) submits this Report in fulfillment of the scope of work described in our Proposal No. 10 -235. The work on this project was authorized by acceptance of our Professional Services Agreement. This Report describes our understanding of the project, presents our evaluation, and provides foundation design and construction recommendations. EXECUTIVE SUMMARY The existing residential will be modified by adding new 1 to 2 level construction to the north of the existing residence. Ground surface elevations are estimated to be about +9 feet NGVD. Ground conditions were explored with hand auger borings and one SPT boring. The following subsurface conditions were discovered: Laver 1 - A 9-foot thick layer of Sand Laver 2 - A 11 foot thick layer of Limestone The engineering evaluation performed for this project indicates shallow foundations can be utilized to support the proposed construction. Shallow foundations should be constructed to bear on compacted engineered fill or within the naturally occurring surface sandy soil. Shallow foundations can utilize an allowable bearing pressure of 3 ksf with a factor of safety against bearing capacity failure of about 3. Ground floor slabs shall be constructed as slab -on- grade. Site preparation and fill placement recommendations are included in this Report. Mr. Clement Duru 139 NW 102nd Street, Miami Shores Duru Residence Additions PROJECT INFORMATION June 17, 2010 Page 2 KACO Project No. 10175 Information about this project was received from Victor Bruce and consisted of a Site Plan showing the proposed addition. The existing 1 -level residence has an existing area of 1843 square feet and a finished floor elevation of +11.81 feet NGVD. The renovations of the existing 1 -level structure will consist of the following: adding 1525 square feet of new area using both 1 -level and 2 -level construction. The existing structure is reportedly supported on shallow foundations. It is expected that all structural loads from the new renovations will also be supported on shallow foundations. No new fill soils are expected related to the new construction. Below ground excavations will be limited to those necessary for foundation construction, a depth of about 2 feet. For the purpose of this Report we estimate that structural Toads will be about 50 kips for columns and 4 kif for walls. PURPOSE The purpose of our services on this project was to explore the subsurface conditions and to provide recommendations for foundation design and construction. FIELD TESTS, The subsurface conditions were explored using 2 -hand auger borings and 1 SPT boring. The test locations were approximated by engineer personnel from our office using a survey wheel and measuring from existing features shown on the furnished Site Survey. The approximate test locations are shown in the appended Drawing No. 2. Hand auger borings were advanced until the top of the naturally occurring limestone formation was encountered; or a depth of 6 feet was reached. STP test borings were advanced to depths of approximately 20 -feet below existing site grades. The standard penetration test was used as the investigative tool within the borings. Penetration tests were performed in substantial accordance with ASTM Procedure D -1586, "Penetration Test and Split - Barrel Sampling of Soils." This test procedure drives a 1.4 -inch I.D. split tube sampler into the soil profile using a 140 -pound hammer falling 30 inches. The number of blows required to drive the sampler the second and third 6 -inch increments is the soil N- value, in blows per foot, and is an indication of soil strength. The soil samples recovered from the soil borings were classified and stratified by a geotechnical engineer. The results of the classification and stratification are shown in the appended Record of Test Boring. It should be noted that soil conditions may vary between the strata interfaces which are shown. KADERABEK COMPANY Mr. Clement Duru 139 NW 102nd Street, Miami Shores Duru Residence Additions June 17, 2010 Page 3 KACO Project No. 10175 LOCAL GEOLOGY /SUBSURFACE CONDITIONS Miami -Dade County is located on the southern flank of a stable carbonate platform on which thick deposits of limestones, dolomites and evaporites have accumulated. The upper two hundred feet of the soil profile is composed predominantly of limestone and quartz sand. These sediments were deposited during several glacial and interglacial stages when the ocean was at elevations higher than present. In many portions of Miami -Dade County, surface sand deposits of the Pamlico Formation are encountered. The Pamlico sands have a thickness of 2 to 5 feet and overlie the Miami Limestone. In western Miami -Dade County, portions of the Everglades Region interfinger with the Pamlico sand. The Everglades soil consists of peat and calcareous silt (marl). The Miami Limestone is a soft to moderately hard, white, porous to very porous, sometimes sandy, oolitic calcareous cemented grainstone. The Miami Limestone outcrops in portions of Dade County. The Miami Limestone has a maximum thickness of about 35 feet along the Atlantic Coastal Ridge and thins sharply near the coastline and more gradually in a westerly direction. The Miami Limestone was formed about 130,000 years ago at a time when the sea level was twenty -five feet higher than it is today. This environment facilitated formation of concentrically layered sand sized carbonate grains called oolites. These grains formed by repeated precipitation of calcium carbonate around the nucleus of:a sand or shell grain. The Miami Limestone is underlain by the Fort Thompson formation. The Fort Thompson Formation includes sand, sandstone and limestone. The Fort Thompson Formation is wedge shaped, having a thickness of about sixty feet in the Miami area and thinning to a thickness of about ten feet in western Miami -Dade County. The upper reaches of the Fort Thompson Formation contain non - cemented sand having a thickness ranging from five to twenty -five feet. The remainder of the formation consists of coralline limestone, quartz sandstone, sandy limestone and freshwater limestone. The type of material within the formation and the degree of cementation is variable with lateral extent and depth. Within the Miami -Dade County area, the Fort Thompson Formation is underlain by the Tamiami Formation. The Tamiami Formation consists of sands, silts and clays and sometimes fossiliferous limestone. The upper portions of the Tamiami Formation are permeable and make up the lower Biscayne Aquifer. This formation ranges in thickness from zero to three hundred feet in South Florida. The field tests performed for this project disclose subsurface conditions which are consistent with the geology described above. Generally, a limestone formation is present within 9 feet of the ground surface. The average consistency of the naturally occurring limestone is medium hard. The detailed subsurface conditions are presented graphically in the attached Generalized Subsurface Profile and in more detail on the Record of Test Boring. Mr. Clement Duru 139 NW 102nd Street, Miami Shores Duru Residence Additions GROUNDWATER HYDROLOGY June 17, 2010 Page 4 KACO Project No. 10175 Two principal aquifer systems have been defined in Miami -Dade County, the Floridian Aquifer and the Biscayne Aquifer. The depth of the top of the Floridian Aquifer, locally, is approximately 1,000 feet with the base occurring at approximately 3,700 feet. The Biscayne Aquifer varies in thickness and is the primary source of potable water in Miami -Dade County. The maximum aquifer thickness of approximately 20.0 feet occurs along the Atlantic Coast in northeast Miami -Dade County. Primarily, the aquifer is recharged by local rainfall. Aquifer discharge occurs principally by evapotranspiration, pumping for public water supply, and general unrestricted flow into the ocean. The aquifer, however, is regulated by the South Florida Water Management District through a network of natural rivers and man -made canals to maintain a degree of consistency in the groundwater level. Unusual conditions, such as hurricanes and extended drought periods, may result in uncontrolled large scale fluctuations of the groundwater level. The SPT boring indicates the groundwater is present at a depth of about 6-feet below grade or about elevation +3 feet NGVD. EVALUATION We have used information from our field tests, our past experience, and correlation's to published literature to estimate engineering properties for the various soil strata encountered on this project. We have subdivided the subsurface profile into a variety of strata for the purpose of our evaluation. Engineering properties are estimated in the table below. ESTIMATED ENGINEERING PROPERTIES DURU RESIDENCE KACO PROJECT NO. 10175 ELEVATION AVERAGE VARIATION, SPT N -VALVE MODULUS SOIL/ROCK FEET. NGVD BLOWS /FOOT VALUE. KSF, DESCRIPTION +9 to +0 5 250 Top Soil /Fill +0 to -11 10 8,000 Limestone A foundation must meet three requirements for successful design and construction: bearing capacity, settlement, and environmental factors. Shallow foundations are initially considered because of their relative economy. If shallow foundations do not meet allowable design requirements for bearing capacity, settlement and environmental factors, then deep foundations (piles) or soil improvement are considered. KADERABEK COMPANY Mr. Clement Duru 139 NW 102nd Street, Miami Shores Duru Residence Additions June 17, 2010 Page 5 KACO Project No. 10175 The bearing capacity of a soil is its ability to support loads without plunging into the soil profile. Bearing capacity failures are analogous to shear failures in structural design and are usually sudden and catastrophic. Shallow foundations are designed so that columns do not plunge into the soil profile. Analytical techniques for soil bearing capacity estimation generally apply to sands, clays and silts. In a cemented deposit or rock formation, bearing capacity is evaluated using techniques such as factor of safety against punching shear failure, factor of safety against beam tension failure, and factor of safety against crushing. Foundation allowable bearing pressures and bearing elevations must be adjusted so as to provide margins of safety against bearing capacity failure. Another requirement of a shallow foundation is the ability of the structure to tolerate the predicted settlement. The following parameters are necessary in order to estimate settlement: footprint bearing pressure, stress reduction factor, thickness of each compressible underlying stratum, modulus of each stratum, and foundation dimensions. The allowable amount of settlement that a structure may tolerate is dependent on several factors including: uniformity of settlement, time rate of settlement, structural dimensions and properties of the structural materials. Generally, total or uniform settlement does not damage a structure but may affect drainage and utility connections. These can generally tolerate movements of several inches for building construction. In contrast, differential settlement affects a structure's frame and is limited by the structural flexibility. Many designers are unwilling to accept any settlement and for this reason select a deep foundation system. However, choosing a pile system is not a guarantee against settlement; many pile systems have undergone significant settlement. A common criteria (Reference 6) for allowable settlement is to limit differential settlement to 1/300 of the span length which would be 1.2 inches for a 30 foot span. Considering the above discussion, it appears prudent to limit structure differential settlement to 1/300 of the span length (about 1 -inch for 30 foot spans) and to design for a maximum total settlement of 3 inches. This criteria is consistent with the guidelines of Reference 6. The final requirement of a shallow foundation is to resist environmental factors such as soil freezing, soil swelling, hurricane scour, sinkholes or soil freezing. In our professional opinion the environmental factors listed have a low probability of occurring. We have considered the use of shallow foundations for support of 1 to 2 -level construction on this project. The engineering evaluation performed for this project indicates shallow foundations transferring building loads to the sand layer will result in total settlements of 1/2 inch for a 1 to 2 -level structure. Differential settlements will be a result of changes in applied load and the variations in subsurface conditions. We estimate differential settlement will be about one -half the total settlement and occur over a distance of 30 feet. Since the soil is granular, we expect settlements to occur coincidental with the application of the structural load. KADERABEK COMPANY Mr. Clement Duru 139 NW 102 "d Street, Miami Shores Duru Residence Additions June 17, 2010 Page 6 KACO Project No. 10175 Shallow foundations should be constructed to bear a minimum of 12- inches below finished grade and constructed to bear on either the natural limestone formation or compacted engineered fill. Shallow foundations can utilize an allowable bearing pressure of 3 ksf with a factor of safety against bearing capacity failure of about 3. In summary, it is our professional opinion that shallow transferring building loads to the sand layer can be used to support the 1 to 2 -level concrete structure. Shallow foundations should be constructed to bear a minimum of 12 inches below finished grade and bear on either the naturally sand or compacted fill RECOMMENDATIONS The recommendations provided below are based on the project information described in this Report, field test data, our evaluation as stated in this Report and our past experience with foundation engineering in Miami -Dade County Florida. If project information or design concepts change, we should be advised of these changes in writing, and should be provided with an opportunity to review our recommendations as presented in this Report. We provide the following specific recommendations for the proposed new residential structure located at 139 NW 102nd Street, Miami. Shores, Florida. 1. Shallow foundations can be used to support 1 to 2 -level construction at this site. Foundations should bear on either the surface sand layer or in compacted granular fill. Shallow foundations should bear a minimum of 12 inches below existing site grade. Minimum footing width shall be in accordance with Florida Building Code. Shallow foundations can consist of strip foundations, isolated foundations beneath columns, or a mat foundation. A maximum average bearing pressure of 3 ksf can be utilized. 2. Prior to construction site preparation and grading should be performed. This should consist of normal clearing and grubbing of surface vegetation, topsoil, construction remnants, and the removal of any deleterious materials encountered. 3. Following the site preparation recommendations listed above, ground floor slabs can be constructed as slab on grade construction. Ground floor slabs can be constructed to bear directly on the surface sand layer or on compacted fill. Grade slabs should be jointed at columns and walls, and throughout the slab, so as to minimize slab cracking. A vapor barrier, such as a plastic sheet, should be used beneath the slab. Mr. Clement Duru 139 NW 102nd Street, Miami Shores Duru Residence Additions June 17, 2010 Page 7 KACO Project No. 10175 4. Fill soils which are placed to raise site grades, support construction, should consist of inorganic sand with less than 10% passing the number 200 sieve or crushed limestone. Limestone fill should be well graded and have a maximum particle size of 3- inches. Fill soils should be compacted to 95% of modified proctor maximum dry density. Field density tests should be taken on each lift of fill, one test per 2,500 square feet so as to document the quality of fill placement. 5. Excavations for shallow foundations shall be observed by KACO prior to the placement of reinforcing steel and foundation concrete. 6, KACO should be provided the opportunity to review foundation plans and specifications so as to ascertain whether the intent of our recommendations have been included in the contract documents. REPORT LIMITATIONS, This consulting Report has been prepared for the exclusive use of the current project owners, and other members of the project design team for the specific application to this project. This Report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. In the event changes are made in the nature, design, or locations of the proposed commercial construction, the conclusions and recommendations contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by KACO. We should be provided the opportunity to review final foundation specifications and review foundation design drawings, in order to ascertain whether our recommendations have been properly implemented. If we are not afforded the opportunity to participate in construction related aspects of foundation installation as recommended in this Report, then we can accept no responsibility for the foundation performance. REFERENCES, 1. "Guidelines for Use in the Soils Investigation and Design of Foundations for Bridge Structures in the State of Florida," by John Schmertmann, Florida State Road Department, September 14, 1967. 2. Webb, D.L., Settlement of Structures on Sandy Sediments in Durban, South Africa, Conference on In -situ Behavior of Soil and Rock, Institute of Civil Engineers, 1969. 3. Tall Silos on Soft Limestone, by T.J. Kaderabek, Symposium on Engineering Geology and Soil Engineering, Pocatello, Idaho, March 1982. Mr. Clement Duru 139 NW 102nd Street, Miami Shores Duru Residence Additions June 17, 2010 Page 8 KACO Project No. 10175 4. Geotechnical Engineering for 3,200 Acre Development, ASCE, South Florida Section Annual Meeting, 1983, Cape Coral, Florida, prepared by T.J. Kaderabek. 5. Settlements Beneath Preload Test Fill, by Kaderabek and Reynolds, ASCE Volume 105, No. GT6, June 1979. 6. Foundation Engineering and Soil Mechanics by George Sowers, McMillan Publishing Co., New York, New York, 1979. 7. Miami Limestone Foundation Design and Construction, by Kaderabek and Reynolds, Journal of Geotechnical Engineering Division, ASCE, Volume 107, No. GT7, July 1981. Kaderabek, T.J., Geotechnical Design Dade County Administration Building, ASCE South Florida Section Annual Meeting, October 1981. CLOSURE We have enjoyed the opportunity to providing geotechnical consulting services on this project. If you have questions about information contained in this Report, please contact the undersigned. Sincerely, Tho a ' -derabek, P.E. Preside Florida ' icenserNo. 26023 Attachments: Vicinity Map (A -1) Test Location Plan (A -2) Generalized Subsurface Profile (A -3) Key to Symbols (A-4) Notes Related to Test Borings (A -5) Records of Test Borings (A-6 thru A -8) Distribution: 4 Copies to Addressee Via U.S. Mail Copy to Addressee Via Email CND10@aol.com Copy to Victor Bruce Via Email vbrucec ai- associates.net Copy to KACO File File: KACO Reports - 10175 -Duru Residence -Miami Shores -Geo Rpt 06 -17 -10 Notes: Aerial photograph is courtesy of Miami Dade County, 2009. tinttr, > t4 ttftfi Nn ;100 Pm 5 tbt9 1441 !Yu 193+ T , lahl SY RI Nvu -VMS. Gard KACO KADERABEK COMPANY Geotechnical Engineering Construction Materials Testing Soil Borings/Monitor Wells DWG TITLE: Vicinity Map DWN BY: PROJ NAME: Duru Residence CKD BY: .7,PC PROJ. NO: 10175 DATE. ' 06/14/10 DWG NO: 1 APD BY LEGEND BY1 - Soil Boring Location Hand Auger Location Notes: 1. Test locations are shown as approximate. 2. Test location symbols are not to scale. 3. Aerial Photograph - Courtesy of Google- Earth, 2009 KACO KADERABEK COMPANY Geotechnical Engineering Construction Materials Testing Soil Borings/Monitor Wells DWG TITLE: Test Location Plan DWN BY: sygi PROJ NAME: Duru Residence CKD BY PROJ. NO: 10175 DATE: 06/14/10 DWG NO: 2 APD BY NM MN En MI N • I M I IIIII • 1 M M. hq . 1 Dig as -a 0 z O O 0 m 0 z O :3WyN PObd eouep/sej tuna :31111 JMa Generalized Subsurface Profile 0 z 10 5 0 10 -15 10 20 30 B -1 10 20 3D HA -1 10 m 30 HA -2 . 3 3 1 2 . 1 $ t I I 1 I I 1 1 9 S 6 S 6 6 ♦ B 11 Strata symbols gg LIMESTONE FRAGMENTS & SAND (POSSIBLE FILL) SAND LIMESTONE 10 5 0 -S 10 15 Note: Refer to the appended Record of Test Boring log(s) for a complete description of the stratum(s) shown above. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Symbol Description Strata symbols 17 11W ` te KEY TO SYMBOLS LIMESTONE FRAGMENTS & SAND (POSSIBLE FILL) SAND LIMESTONE Misc. Symbols Groundwater level measured at boring completion. The date checked is indicated. Drill rejection Soil Samplers a Notes: Standard penetration test. 140 Ib. hammer dropped 30" Auger 1. Exploratory borings were drilled on 06/11/10 using a 4 -inch diameter rotary drill with wash, mud, and casing. 2. Free standing water was encountered at a depth of NA feet once the boring was completed. 3. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan. 4. These Togs are subject to the limitations, conclusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the Togs. A -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE KADERABEK COMPANY, MIAMI, FLORIDA - 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in ground water levels are common; consult report text for a discussion. 2. The boring location was identified In the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to limitations, conclusions and recommendations presented in the report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 inches. SPT uses a 140-pound hammer falling 30 inches. 7. The N-value from the SPT is the sum of the hammer blows required to drive the sampler the second and third 6-inch increments. 8. The soil/rock strata interfaces shown on the Record of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Record of Test Boring refer to conditions at the specific location tested; soil/rock conditions may vary between test locations. 9. Relative density for sands/gravels and consistency for silts/clays and limestone are described as follows: SPT Blows/ Foot Sand/Gravels Relative Density SPT Blows/ Foot Slit/Clay Relative Consistency SPT Blows/ Foot Limestone Relative Consistency 0-4 5-10 Very Loose Loose 0-2 Very Soft 0-20 Very Soft 3-4 Soft 21-30 Soft 11-30 Medium dense 5-8 Firm 31-45 Medium Hard 31-50 Dense 9-15 Stiff 46-60 Moderately Hard Over Very Dense 50 16-30 Over 30 Very Stiff Hard 61-50/2" Hard Over 5012" Very Hard 10. Grain size descriptions are as NAME Boulder Cobbles Coarse Gravel Fine Gravel Coarse Sand Medium Sand Fine Sand Fines 11, Jefirriltijon related t PROPORTION About 10% About 25% About 50% ta) follows: SIZE Limn-s 12 inches or more 3 to 12 inches 3/4 to 3 inches No. 4 sieve to 314 inch No. 10 to No. 4 sieve No. 40 to No. 10 sieve No. 200 to No. 40 sieve Smaller than No. 200 sieve adjectives used in soil/rock descriptions: ADJECTIVE APP OXIMATE ROOT with a trace Less than 1132" with some 1132" to 114" and 114" to 1" Greater than 1" A-5 lAkfiETE ADJECTIVE Fine roots Small roots Medium roots Large roots KADERABEK COMPANY RECORD OF TEST BORING PROJECT/LOCATION: Duru Residence PROJECT NO: 10175 START: 06/11/10 FINISH: 06/11/10 BORING LOCATION: Refer to Test Location Plan DRILL: Mobile B -53 DRILL CONTRACTOR: Kaderabek Company ELEVATION (EST.) :+ 9 feet NGVD GROUNDWATER: 6.3 feet (depth) BORING METHOD: Rotary drill with wash, mud, & casing NOTES: BORING NO: B -1 WEATHER: . Sunny DRILLER: J.Johnson/H.F DATE CHECKED: 06/11/10 FLUID LOSS: None ELEV./ DEPTH SOIL SYMBOLS AND FIELD TEST DATA MAJOR SOIL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TEST DEPTH 5 -5 -10 -15 -20 -25 25 30 35 LIMESTONE FRAGMENTS & SAND (POSSIBLE FILL) SAND Loose, brown, silty Very loose, gray -tan Loose, tan LIMESTONE SAND Loose, tan, shells Top of rock Very soft, tan, shells, with some sand Medium dense, tan, with trace limestone 0' -2, 3' -5' 6' -8' 8' -10' 13' -15' 18' -20' 5 6 11 14 CURVE 10 30 50 1 • Refer to Notes and Legend on separate sheet for additional information. This Record of Test Boring is part of the project Geotechnical Report. It should not be assumed that changes in the "N- Value" are a linear function. Soil and rock samples recovered usma a ASTM D -1586 test uroceedures. A -6 KADERABEK COMPANY RECC RD OF TEST BORING PROJECT/LOCATION: Duru Residence BORING NO: HA -1 PROJECT NO: 10175 START: 06/11/10 FINISH: 06/11/10 WEATHER: Sunny BORING LOCATION: Refer to Test Location Plan DRILLER: J.Johnson/H.F DRILL: Hand Auger DRILL CONTRACTOR: Kaderabek Company ELEVATION (EST.):+ 9 feet NGVD GROUNDWATER: N.A DATE CHECKED: 06/11/10 BORING METHOD: Rotary hand auger FLUID LOSS: None NOTES: ELEV./ DEPTH SOIL SYMBOLS AND FIELD TEST DATA MAJOR SOIL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TEST DEPTH 5 -5 -10 -15 -20 -25 5 10 15 20 25 30 35 Brown, silty Tan SAND (POSSIBLE FILL) 0' -5'5" CURVE 10 30 50 Refer to Notes and Legend on separate sheet for additional information. This Record of Test Boring is part of the project Geotechnical Report. It should not be assumed that changes in the "N- Value" are a linear function. Soil and rock samples recovered usms a ASTM D -1586 test nroceedures. A -7 KADERABEK COMPANY PROJECT/LOCATION: PROJECT NO: 10175 BORING LOCATION: DRILL: = Hand Auger ELEVATION (EST.):+ RECORD OF TEST BORING Duru Residence START: 06/11/10 Refer to Test Location Plan DRILL CONTRACTOR: 9 feet NGVD GROUNDWATER: N.A FINISH: 06/11/10 BORING METHOD: Rotary hand auger NOTES: Kaderabek Company BORING NO: HA -2 WEATHER: Sunny DRILLER: J.Johnson/H.F DATE C ILLCKED: 06/11/10 FLUID LOSS: None ELEV./ DEPTH SOIL SYMBOLS AND FIELD TEST DATA MAJOR SOIL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TEST DEPTH N 5 0 -5 -10 -15 -20 -25 0 5 10 15 20 25 30 95 SAND (POSSIBLE FILL) LIMESTONE Brown, silty, with some roots Brown, silty Tan, with trace limestone fragments Gray -tan Tan, sandy 0' -5' CURVE 10 30 50 Refer to Notes and Legend on separate sheet for additional information. This Record of Test Boring is part of the project Geotechnical Report. It should not be assumed that changes in the "N Value" are a linear function. Soil and rock samples recovered usmg a ASTM D -1586 test oroceedures. A -8 MIAM1•DADE COUNTY TOMME NOV 2 3 20110 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 ( MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA shall not be, Division (In Miami Da have this product or the accepted manner, revoke, modify, or sus to revoke this acceptan material fails to meet th tion date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right to ty assurance purposes. If this product or material fails to perform in ur the expense of such testing and the AHJ may immediately ct or material within their jurisdiction. BORA reserves the right ami -Dade County Product Control Division that this product or the . '' "` licable building code. This product is approv s _ � herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 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 and revises NOA # 04- 0528.05 and 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 Jaime D. Gascon, P.E. NOA No 06- 0125.07 Expiration Date: June 28, 2011 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 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, 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 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 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 lx 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- 0528.05" 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 ix 2 x 34" 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 # 04-0528.05" 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. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -2 MIAMI -DARE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode 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 "Jeld- Wen(R) Steel" 6'8" S/ E Outswing Opaque Steel Door - L.M.I. With or Without Sidelites - N.I. LIMITATION: Sidelites Require Miami-Dade-Approved Impact Resistant Shutters APPROVAL DOCUMENT: Drawing No. S- 2102 -01, titled "Series Outswing Steel Edge Opaque Impact Steel Door Up To 9'0" x 6'8" With & Without Non - Impact Sidelites", sheets 1 through 7 of 7, dated 12/26 /2001 with revision D, dated 10/02/2007, prepared by PTC, LLC., dated 10/12/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and exp n by the Miami -Dade County Product Control Division. MISSILE IMPACT RA {. Ne tes); Large and Small Missile Impact Resistant (Doors) LABELING; Each unit following statement: ' RENEWAL of this no change in the appli TERMINATION of this in the materials, use, and/or man any product, for sales, advertising or an 1 with the manufacturer's name or logo, city, state and t Control Approved ", unless otherwise noted herein. r a renewal application has been filed and there has been atively affecting the performance of this product. the expiration date or if there has been a revision or change cture product or process. Misuse of this NOA as an endorsement of er 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 revises and renews NOA # 02- 0107.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0618.10 Expiration Date: July 03, 2012 Approval Date: November 08, 2007 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S- 2102 -01, titled "Series Outswing Steel Edge Opaque Impact Steel Door Up To 9'0" x 6'8" With & Without Non - Impact Sidelites ", sheets 1 through 7 of 7, dated 12/26/01, with revision D dated 10/02/07, prepared by PTC, LLC., signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 5) Large Missile Impact Test, PA 201 -94 6) Cyclic Wind Pressure, PA 203 -94 along with marked -up drawings and installation diagram of an Outswing steel edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA 694W, dated 04/20 /2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 0107.02) 2. Test reports on 1) Tensile Test per ASTM E84 -97a and ASTM D1929 -91 along with marked -up drawings and installation diagram prepared by Intertek Testing Services, Inc., Test Report No. J99006660 -001, dated 04/2/1999, tested. (Submitted under NOA# 02- 0107.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 05/24/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 0801.05 issued to ODL, Inc. for "ODL "HP Polypropylene High Performance Door Lite Material- Component Approval" dated 09 /27/2007, expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance, dated May 23, 2006, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0107.02, issued to Jeld -Wen, Inc. (OR), for their "Series Outswing Steel Edge Opaque Impact Steel Door Up To 9'0" x 6'8" With & Without Non - Impact Sidelites ", approved on 07/03/02 and ex . iring on 07/03 07AP Manuel Pe Product Control .1 er NOA No. 07- 0618.10 Expiration Date: July 03, 2012 Approval Date: November 08, 2007 E -1 Ii1___,_.__1 MIAMI-DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAML -DADE COUNTY, FLORIDA METRO -DADE FLAGLFR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldin;codeonline.com 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 SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent, bel with the manufacturer's name or logo, city, state and following statement "Miami -Dade County :' t Ty rol Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be conside no change in the applicable building code n_ TERMINATION of this NOA will in the materials, use, and/or manufac any product, for sales, advertising or comply with any section of this NOA s ADVERTISEMENT: The NOA number preced al -a .iication has been filed and there has been performance of this product. to or if there has been a revision or change ess. Misuse of this NOA as an endorsement of omatically terminate this NOA. Failure to lion and removal of NOA. ords Miami -Dade County, Florida, and followed yth 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 revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, 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 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 /4 Manuel Per 42 Product Control '' r NOA No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel P Product Control er NOA No. 07 i22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Ji'TL -4646, dated 08/11/05, signed and sealed by Edmund° Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 E. Product Con p er NOA No. .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 1 MIAMI= COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, 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 Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami - Dade. Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall change in the applicable bud TERMINATION of this materials, use, and/or product, for sales, advertising with any section of this NOA s ADVERTISEMENT: The NOA the expiration date may be displayed in be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMVII-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com er a renewal application has been filed and there has been no ting the performance of this product. lion date or if there has been a revision or change in the rocess. Misuse of this NOA as an endorsement of any shall automatically terminate this NOA. Failure to comply ation and removal of NOA. ed by the words Miami -Dade County, Florida, and followed by rtising literature. If any portion of the NOA is displayed, then it shall NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 Is.win 1. 1.L4Kda. ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode 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 820 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4246 -6 titled "Mid -Rise Alum. Picture Window (Lg.Missile) ", sheets 1 through 6 of 6, prepared by manufacturer, dated 4/16/03 with revision A dated 04/13/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 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. REVISION 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 • tea';,: fter the expiration date or if there has been a revision or change in the materials, use, and/or manufa °�' �: product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising � reposes shall automatically terminate this NOA. Failure to comply with any section of = e se far termination and removal of NOA. ADVERTISEMENT: to words Miami -Dade County, Florida, and followed by the expiration date ma g ,, ' idveri literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this e distributors and shall be available for spec This NOA renews NOA #07- 0424.06 and approval document mentioned above. The submitted documentation was reviewed provided to the user by the manufacturer or its the job site at the request of the Building Official. `sists of this page 1 and evidence pages E -1 and E -2, as well as by Manuel Perez, P.E. NOA No. 08- 0429.08 Expiration Date: July 24, 2013 Approval Date: June 26, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4246 -6 titled "Mid -Rise Alum. Picture Window (Lg.Missile) ", Sheets 1 through 6 of 6, dated 4/16/03, with revision A dated 4/13/07, prepared by manufacturer, 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 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3767 dated 04/01/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0508.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3765 dated 04/01/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0508.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) 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 -3537 dated 08/09/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0508.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) 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 -3539 dated 08/09/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0508.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 04/16/07, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 E -1 Manue Per Product Control E NOA No. 08- 0429.08 Expiration Date: July 24, 2013 Approval Date: June 26, 2008 PGT Industries NOTICE OF - ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance to Florida Building Code, dated 04/24/08, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 04/24/08, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FM-3767, issued by Fenestration Testing Laboratory, Inc., dated April 28th, 2003, signed and sealed by Joseph Chan, P.E. 4. Laboratory compliance letter for Test Report No. ¥ 1 L -3765, issued by Fenestration Testing Laboratory, Inc., dated April 28th, 2003, signed and sealed by Joseph Chan, P.E. 5. Laboratory compliance letter for Test Report No. FTL -3537, issued by Fenestration Testing Laboratory, Inc., dated August 26t`, 2002, signed and sealed by Joseph Chan, P.E. 6. Laboratory compliance letter for Test Report No. FTL -3539, issued by Fenestration Testing Laboratory, Inc., dated August 26th, 2002, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0424.06, issued to PTG Industries, Inc. for their Series "820" Aluminum Picture Window — Large Missile, approved on 06/21/07 and expiring on 07/24/08. Manuel Per Product Control E er NOA No. 08- 0429.08 Expiration Date: July 24, 2013 Approval Date: June 26, 2008 E -2 - ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS H ANCHORS DETAIL A ANCHORS DETAIL A rr -rl (^ (r \\ 6\ 4 // a) // /" W1 1 W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W i +W2 MULL LENGTH = H1 l NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. ANCHORS DETAIL "Er; "C" OR "D" AT BOTH ENDS AND AT BOTTOMS _, ,.., --i \\ 6\ ...., t�l .., t „.., ^1 F W 1 WZ P%';-1-- w3 W = W 1 +W2 +W3 H = H14-H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = Wi +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8"; "C" OR "0" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS MULLIONS H 1 r 1 W1 W2 W W = W1 +W2 MULLION FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. QUANTITY AND LOCATION, REFER H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W TO SHEETS PRODUCT SEWED antemplykykith thefts* Sodding Code - -0 ZS O?. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. flat 3 5% 06 Revisions: 0-ADD NOTES 5 & 6 Revsd By: Dot: 5%5/06 Revisions: C ADD TECH. REFS. Drawn By: P.J.P. Description: Do e: 4 :' 28/00 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TU8 CLIPPED MULLION Series /Model: MULLS Scale: Sheet: NTS 1 of 7 Drawing No. 6221 Rev: \\ ° 2 Io' 0 " � \ Sq . �? , .,Ja ,, ` 4,- �..„ °S S 0z:.,5- . a � ° ' ESQ , ,q a o 4 \gyQ. ° ' ,p `, .` ,, ` o �� p a . .s5 0,:., a � � . ati . i, ' a�,�} : \ }°)§° t.`a.)o`. u3°y°a�Q 4 O'Zaa`t. •$' ` ; , aa °a`. �`��'10. - , am a QS` { \''aQ7tj "aa . } c`op , °•m ' 1 " .�° � � aq a .� °�. o� aq��`o o �•� 4 , Ja<, 4 \0D '4't') S , 4> 1 , c. p \ °' cON. Q p S \ o o 1} � ap „ � y � O 4� a � aq ' 2' }l °1 3a � o Q N).Qi 2a PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK " MULL= ?" 2 MI FOR 1" MULL 43" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A" 28(TYP)1 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 n PGT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 2 MIN. 28(TYP) 11(TYP) WOOD BUCK REMOVED TO CONCRETE WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 • .4• PGT 1 x MULLION TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4" CRETE —FLEX 1 3/4" NOTE 1- 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1 /4 " TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. i r MIN. 2 " OR 4"--i 28(TYP)h (TP } #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE f ,. NOTE 1 f TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" • r-2" OR 4"—i 2 �(TYP)18(TYP) TIT SEE NOTE 1 • • • O #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC., DETAIL "D" PRODUCT (MEWED as co mpligeg with de Florida Balding TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Da# 5>3 %6 Revisions: D— MODIFY NOTES 3 & 5 Revsd By: F.K. Dat 5/3/04 Revisions: C ADD EMBED. DETAILS Drawn By: P.J.P. Da e: 4 28/00 Description: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 litre: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 2 of 7 Drawing No. 6221 Rev: 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1 " MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 3-4MAX. AMAX. A/2 0 0 C.) TWO (2) ANCHOR LOCATIONS A/2 B THREE (3) ANCHOR �/ LOCATIONS BMIN. TYP. (2)EQ.SP.@ (A- 3/4)/2 83 MIN. TYP. --1 1- 143MAX. 116 TYP. BMIN. MAX. 8MIN•I�-- a ---►l� FOUR (4) ANCHOR LOCATIONS �MIN. LA---1 8M /NJ O ONE (1) ANCHOR NOTES: TWO (2) ANCHOR LOCATION LOCATION 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. BMIN. TYP. (4)EQ. SP. @ (A- 3/4)/4 BMIN. 7�MAX. T CL 6 D SIX (6) ANCHOR LOCATIONS 0 THREE (3) ANCHOR LOCATIONS -8MIN 3 6 0 FIVE (5) ANCHOR LOCATIONS 3MIN. TYP. —30MIN TYP. PRODUCT RENEWED as complying with the Pied& t N it_ i TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Dat3 : 5> 06 Revisions: D -NO CHG THIS SHT Revsd sy: F.K. Dot 55/06 Revisions: C- REDRAW, ADD DIM. &NOTE Drown By: P.J.P. Description: Date: 4/28/00 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 True: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 3 of 7 Drawing No. 6221 Rev: D 1 1 8 8 4� 2 21 32 0 1 x HEAVY WALL MULLS MAT'L: 6063-T6 NOTE: 1. REFERENCE TEST REPORT H L -2902, 2903 AND 2975 8 PRODUCT RENEWED as atmAykag with the Mehl* adding Cede Acceptance No -O .1 /TRAM Okides TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS "71 6e; obert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd K. Date: 3 %6 Revisions: D —NO CHG THIS SHT Revsd F.K. .5/5/06 Revisions: C —NO CHG THIS SHT Drawn By: P.J.P. Date: 4/28100 Description: 1 " HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, F7. 34275 P.Q. BOX 1529 NOKOMIS, R. 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: 1X Sheet: 4 of Drawing No. 6221 Rev: D CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR 50 (3) A (3) B (3) B CLIP TO OPENING CLIP TO MULL (2) A (3) B (3) B OPENING WIDTH IN INCHES 6 (2) A (3) B (3) B 0 (3) A (3) B (3) B 70 (2) A (3) A (3) B (3) B (3) B (3) B co a MULL LENGTH IN 42 48 50.625 54 60 63 66 72 76 78 90 96 108 111 170 170 170 170 170 80 (2) A (3) A (3) B (3) B (3) B (3) B (2) A (3) B (3) B (3) A (3) B (3) B 1 (2) A (3) B (3) B 00 (3) A (4) B (3) B 11 (2) A (3) B (3) B 0 (3) A (4) B (3) B 120 1 (2) A (3) A (2) A (3) B (4) B (3) B (3) B (3) B (3) B 30 16 (3) A (2) A (4) B (3) B (3) B (3) B 0 (3) A (4) B (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 170 170 149 170 170 170 170 149 170 170 170 161 170 148 166 170 147 170 135 170 165 140 170 136 170 134 170 134 170 134 170 134 170 134 170 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 64 63 46 45 63 63 63 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 54 43 36 25 67 54 43 36 25 57 45 37 30 21 23 23 19 57 45 37 30 21 19 50 40 32 26 18 50 40 32 26 18 45 35 28 23 16 45 35 28 23 41 32 26 21 41 32 26 21 38 30 24 19 38 30 24 19 36 28 22 18 36 28 22 18 35 27 21 17 35 33 33 32 27 26 21 20 17 16 26 24 20 19 16 15 32 24 19 15 16 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (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 (2) B (2) A (2) B (2) A (2) B CLIP TO MULL C' (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 58 49 51 44 47 44 42 40 37 35 41 34 41 34 41 34 41 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull �Opening� Width Mull Length Horizontal Mull I-- Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1 /4 " SS4 CRETE —FLEX, EMBED. (1 3/4') B. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Nowa RENEWED tomPbtai *Oh the Reside Bidding Cade Acceptance Ex Ns y -0/ 5.07- ny 1111:4C71 77 Divideu TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural. INDUSTRIES Revsd F.K. Revsd ✓3y: F.K. Dot : Revisions: 5/3 %6 D -NO CHG INNS SHT Dat : Revisions: 5/5 /0 6 C- MARKED REVISIONS Drown By: P.J.P. Date: 4/28/00 Description: 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 5 of 7 Drawing No. 6221 Rev: D CHART 3. - I x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES CLIP TO MULL 50 (3) B (4) B (2) B (2) B 6 (3) B (2) B 0 (2) A (4) B (2) B 70 (3) B (2) A (4) B (2) B (2) B 80 (3) B (2) A (4) B (2) B 90 (3) B 100 11 (2) A (4) B (3) B (2) A (4) B (3) B (2) B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 (2) B 170 170 170 170 (2) B (2) B 170 170 (2) B 0 (2) A (4) B (2) B 120 (2) A (4) B (3) B 13 (3) B (2) B (2) B (2) B 0 (2) A (4) B (2) B 1 (3) B 60 (2) A (4) B (2) B (2) B 170 170 170 170 170 170 170 170 166 152 133 125 118 170 170 170 152 143 135 160 148 135 117 110 103 170 169 155 134 126 118 148 136 124 106 99 93 169 156 142 122 114 107 141 129 116 99 92 86 161 148 133 113 105 97 138 125 112 94 87 81 158 143 128 107 99 90 137 157 123 141 109 125 90 103 83 95 77 85 137 123 108 88 81 75 157 141 124 101 93 82 137 123 108 88 80 73 157 141 124 100 91 80 137 123 108 88 80 73 157 141 124 100 91 79 137 123 108 88 80 73 170 157 141 124 100 91 79 106 108 91 91 84 84 67 67 92 77 71 57 92 77 71 57 81 68 63 50 81 68 63 50 73 61 56 73 61 56 44 44 67 56 51 40 67 63 63 56 52 52 51 48 48 40 37 37 60 49 45 35 60 49 45 35 58 47 43 33 58 47 43 33 56 56 46 42 32 46 42 32 56 45 40 30 56 45 40 30 54 44 54 44 46 46 31 29 31 29 38 26 24 38 26 24 40 33 23 21 40 33 23 21 36 29 20 18 36 29 20 18 32 26 18 17 32 26 18 17 30 24 17 15 30 24 17 15 28 23 15 28 23 15 26 26 25 25 23 23 21 21 20 20 18 18 Vertical Mull Mull Length . __Opening Width 4 Horizontal MuII F Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4, OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. � s12.G? �,t) rr. - TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd 6y: F.K. 0 Daf: 5%3 6 Revisions: D -NO CHG THIS SHT Revsd By: F.K. Daf: 55/O6 Revisions: C- MARKED REVISIONS Drawn By: P.J.P. Dote: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 60X 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 6 of 7 Drawing No. 6221 Rev: D CHART 4. - lx4x.375 QTY. S TYP. ANCHOR CLIP TO OPENING CLIP TO MULL OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 .130 160 (2) A (4) B (3) A (2) A (6) B (4) B (3) A (6) B (2) A (3) A (4) B (6) B (2) A (4) B (3) A (6) B (2) A (3) A (4) B (6) B (2) A (3) A (2) A (4) B (6) B (4) B (3) A (2) A (3) A (2) PI (31A (2).A (3) A (6) B (4) B (6) B (4) B '(6) B (4) B (6) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 0143 . ` (5) B ; (51B (5) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 170 170 162 170 170 170 170 170 154 170 143 170 136 170 170 170 154 170 159 170 150 170 134 170 170 170 144 170 135 170 120 165 133 125 110 170 170 148 126 170 117 166 103 136 144 170 125 160 112 140 102 126 95 116 140 170 121 148 108 129 99 116 92 106 128 112 92 64 138 111 112 95 92 , 78 64 54 117 98 102 90 92 83 83 170 170 170 170 170 170 158 170 131 170 121 170 112 156 98 127 90 108 87 99 77 77 170 170 170 157 128 117 108 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 " 157 170 157 170 157 170 170 127 170 127 170 127 170 94 169 116 166 116 165 116 165 150 106 145 105 144 105 144 120 91 115 89 112 88 111 86 83 73 102 83 98 81 95 79 93 93 80 89 78 87 75 84 95 82 82 74 74 67 67 78 54 67 67 60 60 47 47 42 42 54 54 37 37 59 59 50 50 38 38 27 27 22 22 19 19 17 17 15 15 62 62 58 50 50 47 34 34 1 32 31 31 I 29 73 69 69 66 66 58 54 54 52 52 48 48 62 62 47 44 44 42 42 38 38 32 30 30 28 28 25 25 29 ' 27 27 26 26 23 23 Vertical Mull Mull Length Opening4 Width Horizontal Mull 1 Opening Width Mull Length Multiple Mulled Units L-----1 Opening Width Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4" OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. > ) •6'1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ".•art Y.. Clark, P.E. PE /1311712 Structural INDUSTRIES Revsd 9y: F.K. Revsd By: F.K. Drown By: P.J.P. Dat : 5/3 %6 Dat : 5%5/06 Date: 4/28/00 Revisions: D -NO CHG THIS SHT Revisions: C— MARKED REVISIONS Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, F1. 34275 P.D. BOX 1529 NOKOMIS, Ft 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 7 of 7 Drawing No. 6221 Rev: 0 A\ GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LUTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. Ay. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL- 4645, FTL- 4646, FTL- 4647, FTL- 4648, FTL- 4649, FTL- 4650, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Rend By: Reviskinw Rend By. FJC t 11113106 Revision= 8 CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1. GLAZING OPTIONS Erevan By. RIG /24/06 Revkdoner A ADD FTL -4723 TO NOTE 7. Drawn By: F.t( Dann 911105 Cheated By Dann 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FI.34274 Visibly Better GENERAL NOTES NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8 -11 PRODUCT REVISED as complying with the Florida Belding Code Acceptance, Ikio • • D31.. 0 ;owl Tat ALUM. SINGLE HUNG WINDOW, IMPACT aenannindet SH700 Wade: NTS Sheet 1 all Darning No. 4040-20 -/ Robert L. Clark, P.E. PE #39712 Structural 1 1/2" NOM. GLASS BITE t OO 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER _iIl1/8" ANNEALED OR HEAT STRENGTHENED GLASS • - 5/16" NOM. 5/16" LAMINATED GLASS r 6,87,88 or 92 1 w 1/2" NOM. GLASS BITE t NOTE: LAMI 1G OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. <=i EXTERIOR INTERIOR E> (ALL SECTIONS) 4.11:f 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE -� 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • .090 SOLUTIA OR DUPONT PVB INTERLAYER —•1/8" ANNEALED OR HEAT STRENGTHENED GLASS "► 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI PROMO' REVISED as complying with the Florida RuIdbg Code n No E VIIranten ib Roved By: Date Revisions: Rend Dr FJC date: 11/13/06 B Revad By: F.IC 1/24/06 ADD ITEM 92 TO 5/16 LAM I.G. GLASS (A,A,A) & LAM/ 1G NOTE NO CHANGE THIS SHEET Da V11 ejc F.K te* 911/05 tamer. J.J. Date: I 2/23/07 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 OEit Better GLAZING DETAILS ram ALUM. SINGLE HUNG WINDOW, IMPACT Sedestioden SH700 Full Meet 2 of 11 DIVA*19 No. 4040 -20 SAA Robert L Clark, P.E. PE #39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION TIP-TO-TIP FRAME DIMENSIONS , \ TABLE 1. 38 3/8" WINDOW HEIGHT WIDTH 63" 66" 68" 70" 72" 74" 76" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" 52' A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 1/8" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,M A +80.0 -80.0 - +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,MQ +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 531/8" A,B,MA, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 75" INTEGRAL FIN) 53 1/8" D,E,F,J,K,L 171/8" +80.0 -80.0 22 11/16" +80.0 -80.0 28 3/16" +80.0 33 3/4" -80.0 +80.0 -80.0 39 5/16" +70.0 -70.0 4413/16" 50 3/8" 5515/16" +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8 "A,.090,1 /8 "A) FTL- 4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8 "A,.090,1 /8"HS) FTL- 4647, 4648 C. 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL -4647, 4648 D. 7/16" LAMI - (3116 "A,.090, 3/16"A) FTL -4645, 4885 E. 7/16" LAMI - (3/16 "A,.090, 3 /16 "HS) FTL -4645 F. 7/16" LAMI - (3/16 "HS,.090, 3/16 "HS) FTL -4645 G. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "A) FTL -4646, 4723 H. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1/8 "HS) FTL -4646 I. 13/16" LAME IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) Fit -4646 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL -4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL- 4649, 4650, 4958 L. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/161HS,.090, 3/16 "HS) FTL- 4649, 4650 M. 13/16" LAMI 10 - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1/8 "A)/\ FTL -5063 HT. "0" MEETING RAIL nxn HT. S SH "0" MEETING RAIL "X" /- HT. "0" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 10 FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.A, S SH WIT. MINUS SASH -t HT. SASH P*ODUt:T REVISED SS eamplyin wig She Redd. guiding Cade No Expiration Date Reid By: Dater F.iC • 11/13/06 R B ri tri% '17447 ► r r.r `7,>,`7: r ;75' 1: REVISED CUSTOM FORMAT DPS ADD INT. FIN. UPDATE TEST NOS Reesei By: F K. 1/24!06 Fleterketer A ADD FTL -4723 TO GLASS TYPESA AND G. Deem Etsc F.K Dabs 9/1/05 /wired 8y. J.J. Dater 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PcT DESIGN PRESSURES rrx ALUM. SINGLE HUNG WINDOW, IMPACT Visiay Better SedeeModek SH700 Seeks INS Sheet 3 of 11 4040-20 FISK B Robert L. Clark, P.E. PE #39712 Structural 49 5/8" MAX. FIXED DLO (ALL) 531/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH A D-� SEE DLO TABLE 1 SEE DLO TABLE (MAX.) 0 j 1 1 75" II I. D _„_I HEI FIXED LITE X , 38/16" MAX. SASH HEIGHT A 341/2" 48 1/4" MAX. VENT DLO (ALL) 13 -.0 AX. BHT A 76" MAX. FLANGED HEI HT 1 SEE DLO TABLE 0 / 75" MAX. I.F. HEIGHT A SEE DLO TABLE 76" MAX. FLANGED HEIGHT SEE DLO T ABLE X B -✓-- DETAIL D VIEW (CUSTOM SASH) 20" SASH HEIGHT , t A SEE DLO TABLE A t SEE DLO TABLE 1 X 75" MAX. I.F. HEI HT SEE DLO A TABLE 76" MAX. FLANGED HEI HT S E NO E 4 DETAIL B VIEW (STANDARD SASH) 1 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT SEE DLO TABLE DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A ------f--1- 75" MAX. I.F. HEIGHT A 76" MAX. FLANGED HEI HT SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) ` VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41114" C 41 114" 40 7/8" D 52 5/8" 52 11116" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. PRODUCT REVISED an complying with the Thrift Belding Cede Acceptance No Dote .b� 20/1 Dewed By: D RersdBy: F.K Dew 11/13 R+sMa+s: 8 ADD INTEGRAL FIN (LF.) VERSION, CHG. NOTE 3. ADD NOTE 4. Dowd By: F.K � 4/06 Revtakew A NO CHANGE THIS SHEET Drawn By: F.K 9/1/05 Checked By: J.J. tmar 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT SerieWhionni SH700 Snake NTS Shaer 4 of /I Dirratng No. 4040 -20 Robert L. Clark, P.E. PE #39712 Structural 2.784" INSIDE MAX. FIXED LITE DAYLIGHT OPENING /OUTSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A OUTSIDE INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING f 2.330" (LOW SILL) SEE NOTE ABOVE Read By.. Raved By: F.K SECTION B -B (LOW SILL SHOWN) Reties= ULTRALIFT ONLY Rem= B ADD I.F. SECTIONS & CONSOLIDATE SAL COMPONENTS Raved By: F.K 1/24/06 Seelekeet A NO CHANGE THIS SHEET Drawn By: F.K Debt 9/1/05 Checked Sr J.J. Dyer 2l23/07 ALTERNATE HIGH SILL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; Visibly Better 2.946" (HIGH SILL) ULTRALIFT ONLY HEAD SECTIONS 2.710" n 11 OUTSIDE 11 PRODUCT REVISED us comp with the Fhriie guiding Cede ce Ne Date SECTION C-C RADIUS TOP (HEAD DETAIL — FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT SedeeStodek SH700 Saes Haif Sheet 5 a+ 11 4040 -20 Rs B Robert L. Clark, P.E. PE #39712 Structural !TIM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 C. GLASS, 5/16" LAM, (1/8 "HS,.090 PVB,1/8 "HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAM, (1/8 "A,.090 PVB,1/8 "HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 I. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAM, (1/8 "HS,.090 PVB,1 /8 "HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8 -32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X .625 PH. FL. SW 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LANAI IG SETTING BLOCK 1" X3/4" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAM WJGRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 64222 45 985C GLAZING BEAD, 7/16" LAM W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY W /RINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K A A A A ITEM DWG # DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X .500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "A) 81 B. GLASS, 5/16" LAM, (1/8 "A,.090 PVB,1/8 "HS) 82 C. GLASS, 5/16" LAM, (1/8 "HS,.090 PVB,1/8 "HS) 83 D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAM, (1/8 "A,.090 PVB,1/8 "HS) 85 F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 86 G. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8 "A) 87 H. GLASS, 13/16" LAMI IG;1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 88 I. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAM, (1/8 "HS,.090 PVB,1 /8 "HS) 89 J. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "A) 90 K. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "HS) 91 L. GLASS, 13/16" LAM IG,1/8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "HS,.090 PVB,3 /16 "HS) 92 IA GLASS, 13/16" LAM IG; 1/8"A AIR SPACE, 5/16" LAM, (1/8 "A,.090 PVB,1/8 "A) 2.784 1. 06 FRAME, I.F. HEAD #4071A, 6063 -T6 FRAME, 1.F. LOW SILL #4072A, 6063 -T6 2.374 2. FRAME, I.F. HIGH SILL A (USED AS RADIUS TOP HEAD) .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063 -T6 #4073A, 6063-T6 PRO»UCI REVISED as complying whit toe Pkwida AceettaidingptanteCat ! 2.06 Date _ :.r 71k 2b // By ./ 0 Bey: er F.K Rend F.K Data: 11/13/06 R B ADD I.F. FRAME ITEMS 47, 48, 49 AND W. UPGRADE ITEM 21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 Deka 1/24/06 Revadonta A NO CHANGE THIS SHEET Dawn Br F.K 9/1/05 Checked By: J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 BG� Visibly Better PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT Stattattiode 514700 &stir NTS sheet 6 a 11 Drawing Na 4040 -20 Raw B LS� Robert L. Clark, P.E. PE #39712 Structural 1 1.363 —2.784 1 FLANGE FRAME HEAD #4002A, 6063 -T6 .062 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) 1.342 .062 155 FIXED MEETING RAIL #4054A, 6063RD T6® 2.784 FRAME SILL (HIGH) #4050A, 6063 -T6 FLANGE FRAME SILL (LOW) #4003C, 6063 -T6 -x.062 11.490 k-- 1.451 J SASH STOP #4025, 6063 -T5 I-r -2.279 SASH TOP RAIL #4006C, 6063HS-T6 .062 H- 1.513 -r-1 .738 .040 I SASH STOP COVER #4053, 6063-T5 CI or 47 A I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAAAEA SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) VIEW E -E (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SASH BOTTOM RAIL(LOW) #4007, 6063 -T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 —�-� 1.165 SASH SIDE RAIL #4008, 6063 -T5 .050 678 1.096 - IT GLAZING BEAD 7/16" #4222, 6063-T5 1 .678 .050 1.115— ---►� GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) y0� 1.096 k .678 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .050 1.096 I- •IJ GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .678 1 .683 50 —�- 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 PRODUCT REVISED as complying with the Hatlda Bolding Cotle Acceptance No lion DRIB Rend By: Deer Rac Reese By: F.IG Raved Bp. F./G Met 11/13/06 Dew 11Mg6 Revisions B A UPDATE FRAME CORNER ASSEMBLY TO INCLUDE I.F. AND UPGRADE ITEM21 ALLOY. NO CHANGE THIS SHEET Diann By; F.K 9/1/05 Checked Ely: J.J. Date21:23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 P Visibly Better EXTRUSIONS & FRAME CORNER DETAIL Ulm ALUM. SINGLE HUNG WINDOWS IMPACT a 5H700 Seek Hart Diming No. 7 d I/ I 4040 -20 Raw B <-77"A Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. SUBSTRATE: `1 ANCHOR TYPE: WINDOW WIDTH GLASS TYPE 28.603 34.603 L40.6013 WINDOW HEIGHT 46.603 52.6-03-1 58.603 64.603 76.000 M N O U N z O U e- O U M0 N 0 co 0 U �Z O M0 NO U Z 0 0 -Z 0 00 "O 0 0 0 o o 0 0 0 0 C,D,E,F,G, H,I,J,K,L 1 1,2 1 1 1 1 1 1 1 12 1 1 1 1 1,2 1 2,2 1 1`2 1 212 1 2 2 1 2.2 1 2 2 1 22 1 22 1 1 1 2 1 1 1 2.2 1 1 1 A,B,M 1 1:2 1 11 1 1 1 1 1'2 1 11 1 1 2 1 2 2 1 1 2 1 2.2 1 2 2 1 2 2 1 22 1 22 1 22 1 1 1 1 1 2 2 1 1 1 1 1 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1.1 1 12 1 1.2 1 1.2 1 1 2 1 2.2 1 1 2 1 2.2 1 2.2 1 2 2 1 2 2 1 2 2 1 212 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1.2 1 12 1 2.2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 22 1 22 1 1 1 1 1 1 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2`3 1 1 2 1 2 3 1 2 3 1 2 2 1 2.3 1 23 1 2 2 1 2 1 1 2 1 1 2 1 1 A,B,M 1 12 1 1 2 1 2:2 1 2 3 1 12 1 2,2 1 2 3 1 12 1 2:3 1 2 3 1 2 2 1 2 3 1 2 3 1 1 1 1 1 1 3,2 1 1 1 1 C,D,E,F,G, H,I,J,K,L 1 2: 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 23 1 2 2 1 2 2 1 2 2 1 2 A,B,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 23 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 2 1 2 2 1 2 2 1 2 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2t2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 2 2 1 2 2 2 2 2 2 3 2 2.2 2 2 3 2 2 3 2 2 2 2 2.3 2 2.3 2 2 3 2 2.3 2 2 4 2 2 2 2 2 2 2 2 2 2 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 212 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 33 2 2 4 2 2 3 2 3 3 2 3.4 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 212 2 2,2 2 2;2 2 2 3 2 2;2 2 2 3 2 2 3 2 2: 2 2 3 3 2 24 2 2 3 2 3 3 2 3.4 2 2 2 2 2 2 2 2 2 2 2 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 22 2 2 2 2 2 3 2 22 2 2: 3 2 34 2 2'3 2 33 2 3 4 2 2 3 2 3 4 2 3 4 2 2 2 2 2 3 2 2 3 2 2 A,B,M 2 2 2 2 2 2 2 2 2 2 2'3 2 2.2 2 2 3 2 3,4 2 23 2 33 2 34 2 2 3 2 3 4 2 3'4 2 2 2 2 2 3 2 2 3 2 2 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 3 2 2 2 23 2 3.4 2 2.3 2 3 4 2 3 4 2 2 3 2 3.4 3 3'4 2 2 3 2 2 3 2 3 3 2 5 6 A,B,M 2 2 2 2 2 2 2 2 2 2 3 2 2,2 2 2 3 2 34 2 2 3 2 3 :4 2 3 4 2 2 3 2 3 4 3 34 2 2 3 2 2 3 2 2 Raved By. Deter Revisit= Royal By: F.K. Rend F.K Data 11/1 ReWSdurer B REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Dix 1/24/06 Reran A NO CHANGE 11115 SHEET Dawn By. F.K Data: 7/29/05 Checked By: J.J. Da6x 2/23/07 1070 TECHNOLOGY DRIVE NOKONIIS, FL 34275 P.O. BQX 1529 N'OKOMIS, FL 34274 I 324, Visibly Better 3 2 3 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE MTG. RAIL JAMB BELOW_ MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW IVITG. RFC PRODUCr REVISED as emptying with thellierida *aiding Code z 'ratios Sate Crt/W/VAi,20i/ ftWagi ANCHORAGE SPACING, 1/1 WINDOWS Thar ALUM. SINGLE HUNG WINDOW, IMPACT SerkadModek Sear NTS Sheet Doming No. 4040-20 Robert L Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS SUBSTRATE: ANCHOR °TYPE. TABLE 6. WINDOW HEIGHT WINDOW WIDTH GLASS TYPE 29.655 co O 0 0 c•10"0"0 37.155 0 0 0 co z 010"0"0 44.655 52.155 elO Z Z N0N0 -0 0 0 0 0 0 NONO'V 59.655 0 0 CO 67.155 z 0 en N 0c. 0 '- 0 0 0 74.655 (NI ON0 0 0 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1.1 1.1 1 22 1 1 2 1 2 2 1 22 1 1 2:1 2 2 1 2,2 1 2 2 1 2 2 2'2 22 1 2:2 1 2.2 1 2'2 1 2 2 1 3;2 • 76.000 N0N 0 0 `- 5 0 0 2,2 1 3 :2 1 32 1 22 1 32 A,B,M 1 1`1 1 1 1,1 1 22 1 2. 1 1 22 1 22 1 2',1 1 2;2 1 22 1 2, 2 1 212 1 1 2;2 2:2 1 2:2 1 2;2 1 22 2 2 1 32 1 22 1 32 1 3 2 1 2,2 1 3 2 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L A,B,M 1 1 1 111 11 1 1 1 2 2 1 2 2 2i 2 1 2 2 1 1 2 2 2i 2 1 1 2; 2 2 2 1 2 2 1 2.2 2 2 1 2 2 1 1 2;2 2 2 1 2;2 2.2 3 2 1 1 1 2:2223'2 1 3:2 22 32 1 1 1 32223:2 1 32 1 2'2 1 3 2 1 1 1 3.22:232 3.2 2 2 32 1 1 1 3.2 2 2 3 2 32.000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 1 1 1j1 1' 1 1[1 1 1 2:.222 1 2 2 1 23 1 2 2 1 2 2 2 3: 3 2 2 1 3 3 2 33 3 2 1 3 3 1 33 1 2.2 3 3 1 4 3 1 32 4;3 1 4 3 3.2 1 4 3 A,B,M 1 1 1 1�1 111 1I" 1 1 1 222222 1 1 1 2,32:222 2 1 1 3 3 2 2 3 3 2 1 1 3:33233 1 1 1 3,32233 1 1 1 4 3 3 2 4 3 1 1 1 4.33243 37.000 PSF 59 67 79 H,I,J,K,L A,B,M 1 1 1 1[1 1 1 111 22 1 2 2 2 2: 3 1 2.2 2 2 3 2 3 :3 1 2 2 2 3 3 2 33 1 33 2 4 3 2 3 3 1 3 2 2 3.3 2 4 3 3 2 2 4 3 2 4.4 1 32 2 4.3 1 1 2 2 2 2 2 1 2 23222'.3 2 1 2 3 3 2 2 3 3 2 1 2 33334.3 2 1 2 3 3 3 2 3 3 2 1 2 4 3 3 2 4 3 2 1 2 4 4 3 2 4 3 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 2 1�1.1�1 2 2 222,2 2 2 3 2 - 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4:3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3.3 2 4 3 2 4 4 2 3.3 2 53 A,B,M 2 2 2 2 2 2 2 2:2 2 2 2 2:.32233 2 2 2 3 3 2 2 3.3 2 2 2 433;343 2 2 2 3,3 3;3 4:3 2 2 2 44 3:3 4 3 2 2 2 4 4 3 3 5 3 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H, I,J,K,L 2 2 21222212 2 3 3 2 22 2 33 2 34 2 2 3 2 33 2 4 4 2 3.3 2 4 3 2 4;4 2 33 2 4 3 2 4 4 2 33 2 4:3 2 4:4 2 3.3 5`4 A,B,M 48.000 PSF 2 2 2 45 74 51 2 2 2 2122222 74 79 33 79 2 2 2233 2 2 2 3 4 2 3 33 2 2 2 4.433413 2 2 2 4: 4 3 3 4 3 2 2 2 4.4334;3 2 2 2 443.354 C,D,E,F,G, H,I,J,K,L 1 2 1 1 11 1 2 2 222'2 2 2 313 2 2.2 3,3 2 3 4 2 3 3 2 3 3 3 4;4 2 3'3 2 44 2 4 4 2 3 3 2 4;4 3 4'4 2 43 2 5`:4 3 4.4 2 4;3 2 5;4 A,B,M 2 2 2 2 2 2: 2 212 2 2 2 33223 :3 2 2 2 3 4 3.3 3 3 3 2 2 44 3;3 44 2 2 2 4,4 3; 3 44 3 2 2 4;4435 :4 3 2 2 4.4435;4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 53.125 H,I,J,K,L 1 1 1 1 1 1 2J2 2 2 2 2 313 3' 3 2 3 3 3 44 2 33 3 4 4 4 4 2 3: 3 3 3 4;444 2 33 4 :4 5'5 2 4 3 3 3 545.5 2 3 4 3 5:4 A,B,M 1 F1 1 Rewx1Ely: Rated T F.K 2 2 2 1 222:222373 2 33 2 3 334:4 2 3:3 3 3 4`4 4;4 2 3:3 3 3 4 4 4 4 2 33 2 3 44 5;4 2 43 3 3 5 4 5 4 2 3 4`3 5:4 Date 11/13106 Flevislonx 8 REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Retard* F.JC Data: 1/24108 Rendsionec A NO CHANGE THIS SHEET F.K. Deft 7/29105 Checked By: J.J. aft 2123107 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKtMAIS, FL 34274 PJGT Vislb1Y Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 6ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMTED) HEAD JAMB ABOVE MTG. RAIL JANE BELOW MTG. RAIL PRODUCT REVISED as romp wig ilbe Flail Illakfing Acceptaece He date 0Y- 1 ATV ' =Ir...11G 2011 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW NEW ALUM. SINGLE HUNG WINDOW, IMPACT esrdkedsk Seek I esete NTS 9 all Omani; Na. 4040 -20 Raw B Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: - ANCHOR TYPE: co_ WINDOW WIDTH GLASS TYPE 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 0 N O 0 0 0 0 1 Q N Q 0 N Z 0 0 Z 0 o N 0 N Z 0 0 Z 0 0 N Z 0 v 0 0 N Z O 0 0 Z 0 0 N Z 0 0 r Z 0 0 (N1 O 0 0 Z 0 0 M Q N 0 N Z O 0 0 r Z 0 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 2 1 2 24.000 D,E,F,J, K,L 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 2 1 2 1 2 1 2 1 1 3 1 3 1 2 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 2 1 2 1 3 2 3 1 3 1 3 1 2 1 3 1 4 1 3 1 1 4 1 3 1 5 37.000 PSF 79 D,E,F,J, K,L 1 1 2 2 2 2 40.000 PSF 79 79 2 79 2 3 2 4 2 2 4 2 4 2 5 79 D,E,F,J, K,L 2 1 2 2 1 2 2 2 2 3 2 3 2 3 2 4 2 4 2 5 2 4 44.000 PSF 79 76 79 77 79 79 79 D,E,F,J, K,L 2 1 2 2 2 2 2 3 2 4 2 4 2 4 3 2 5 2 4 2 3 2 5 2 4 2 4 2 6 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 2 2 1 2 2 3 2 3 2 3 4 2 4 2 5 3 5 4 2 3 6 2 5 2 6 53.125 PSF 71 79 63 71 79 74 66 77 69 69 D,E,F,J, K,L 2 2 2 2 2 3 2 4 3 5 2 4 3 5 3 6 2 5 3 6 3 6 2 5 3 7 3 6 2 5 3 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE \ 12.776 ANCHOR TYPE 1 c WINDOW WIDTH 15.776 18.776 21.776 24.776 27.776 30.776 31.106 0 Z 0 0 c+) o N 0 0 0 Z 8 0 M O z N 0 0 z c4 N 0 z N o 0 z M °o tV 0 N 0 0 0 r O 0 0,0 N 0 Z 0 Z o el 0 o 0 co 0 9 0 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 1 1 2 2 2 1 2 31213 3 1 2 1 3 3 1 3 1 3 40.000 2 T 2 1 2 74 2 2 2 3 1 2 j 3 3 1 2 1 3 3 1 3 3 44.000 68 78 21212 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 5 1 3 1 4 48.000 63 72 79 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 53.125 73 58 66 72 2 2 1 2 2 2 2 3 313 4 1 3 1 4 4 1 3 1 4 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18 yr MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. ,4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AN WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE UMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMfTED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 A TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW NITG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 PRODUCT REVISED as compiyins with die libiden Diddle% Cade Acceptance No E rather Newt Ety: Rsir dBy: F.K Data RevIslow 11/13 Ratio= B REVISE ANCHORAGE TABLEAND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE novae B r F.K 1/24/06 [ A NO CHANGE THIS SHEET Drawn ity: F.K Date: 7 Checked By: I 7 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 121GT Visibly Better ANCHORAGE SPACING, CUSTOM VIEW Wes ALUM. SINGLE HUNG WINDOW, IMPACT SIf700 NTS Oast 10 of 11 4040-20 Ron "r/ PE #39712 Structural EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) A CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) .% 1 3/8" MIN., 1/4" TAPCONA •� 1•314" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM 1/4" MAX. SHIM A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)A 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 318" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" MIN. L. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A 1 1/4" MIN. •' °• • • ■ ..11 RRltl Illll,llllll . trig rlllf'1tRlitll{lalf► 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KS! MIN. CMU A Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A 13/8" MIN. 1/4 "JMAX. SHIM 2x WOOD BUCK (SEE NOTE 4)A PETAIL DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1/4" MAX. —0-- SHIM WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME PRODUCT SWIM as em w1111 %Wag Coda Pl• Expiration Into 17evad By: Max RavIslotra Ravadey: F.K 11/1 R B ADD INTEGRAL R I ANCHORAGE UPDATE & REORDER NOTES ADD NOTES 7. UPDATE CONCREETEE EMBEDMENT DIM. newer F.IC 1124/06 R A ADD NOTE 6 RE FLAT HEAD ANCHORS Dawn By: FJC Daft 911/05 checked By J.J. Date: 2/23107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1829 NOKOMIS, FL 34274 I 3 Visibly Better ANCHORAGE DETAILS ALUM! SINGLE HUNG WINDOW, IMPACT asdaattladek SH700 Stake NTS Sheet 11 or 11 Ha 4040 -20 Rev: B Robe ft L. Clark, P.E. PE #39712 Structural JELDrWEND Steel m"O YS4Y Sly EDGE OPAQUE IACT DOOR MS IWO NON4FAC TSillE GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE (WITH 2005 & 2006 SUPPLEMENTS) AND HiGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS. 2. 2X WOOD BUCKS BY OTHERS, MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATING. 5. THiS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. SIDELITES REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE DOOR CONFIGURATION. 8. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. RESiDENT1AL INSULATED STEEL DOOR (Common to all frame conditions) COMPONENT CONSTRUCTIONS: Face sheets` 24 go. (0.020") minimum thickness,. Galvanized Steel A -525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ave.) = 24,600 psi. Core design- Expanded polystyrene with 1.0 to 1.25 lbs. /CF density, by JELD -WEN, INC. Poor Panel Construction; The active and inactive door panels are constructed from 240A. (0.020" min.) galvanized steel. The face sheet bottoms are bent 90' over the 24 go. (0.021" min. rollformed bottom rail measuring 1.67" wide x 1.21" high. The face sheet taps and sides are bent 90' over the 22 ga. (0.029" min. rollformed top rail and side stiles which measure 1.73" wide X 1.219" high. The side stile tabs are bent 90' over the bottom rail, and secured with a .25" x .50" x 16 go. rivet at each comer. The interior cavity is filled with polystyrene, and the face sheets are glued to it. Sidelite Sash Construction; The sash are constructed from 240A. (0.020" min.) galvanized steel. The four edges of the face sheets are bent 90' over the polystyrene core and glued to it. The panels are routed to receive the ODL Lite Frames, and glazed with 1/8" tempered glass. Frame Construction; The frames are constructed from Ponderosa Pine jambs measuring 1.25" wide x 4.563" deep. The door and sidelite head jambs are mortised and butt joined to the side jambs. The door frames use a bump face threshold measuring 4.041" wide x 1.0" high. The sidelite frames use a pine head jamb as their threshold. All attachments are made with (3) 16GA., 2" x 7/16" crown wire staples at each corner. 0.88" (TYP.)- -- 74.50" MAX 0A FRAME WIDTH 0.13" 36.63" MAX PANEL WIDTH W/ ASTRAGAL 36" MAX PANEL WIDTH Egi El 0 1 80" MAX DOOR PANEL HEIGHT 81.25" MAX 0.A. FRAME HEIGHT 0.63" 0E1 0.88" (TYP.) 80" DOOR PANEL HEIGHT 81.25" MAX. 0A FRAME HEIGHT 0.63" 37.75" MAX FRAME WIDTH 36" MAX rPANEL WIDTH 1E1 111111 • 4EWEO. FROM EXTERIOR TABLE 1: 80" MAX DOOR AND SiDEJJTE PANEL HEIGHTT 81.25" MAX O.A. FRAME HEIGHT 0.75" -- 70.25" MAX. 0.A. FRAME WIDTH 0.75" MULL BAR (TYP ) 0.88" 36" MAX me.)-t- PANEL WIDTH El El 15.50" MAX. OA SIDELIIE FRAME WIDTH 14" MAX. SIDEUTE PANEL WIDTH 6" MAX D.LO. WIDTH 63.13" MAX. D.LO. HEIGHT `*"-'- -SEE NOTE 6 ON THIS SHEET 0 SEE NOTE 6-1 0.63" ON THIS SHEET SINGLE OUTSWiNG IMPACT UNiT W/ NON- IMPACT SiDELiTES (OXO} VIEWED FROM EXTERIOR 107" MAX 0A 0.13" 36.63" MAX PANEL WIDTH W /ASTRAGAL 80" MAX. DOOR AND SiDEUTE PANEL HEIGHT 81.25" MAX 0A FRAME HEIGHT 0.75" SEE NOTE 6 ON THiS SHEET FRAME WIDTH - 0.75" MULL BAR (TYP.) 361 MAX. PANEL WIDTH El El El 1010, [3,E1 15.50" MAX. 0A SIDELffE FRAME WIDTH 14" MAX. SiDEUTE PANEL WIDTH ,0.63" DOUBLE OUTSWfNG IMPACT UNiT. W/ NON - IMPACT SIDELITES (OXXO) VIEWED FROM EXTERIOR DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT iS NEEDED IR= vri/4AYICRIID ` +67 psf -67 psf SHT # DESCRIPTION 1 GENERAL NOTES AND ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND GLAZING DETAIL & 7 UNIT COMPONENTS /6 0.88" (TYP.)- -- 74.50" MAX 0A FRAME WIDTH 0.13" 36.63" MAX PANEL WIDTH W/ ASTRAGAL 36" MAX PANEL WIDTH Egi El 0 1 80" MAX DOOR PANEL HEIGHT 81.25" MAX 0.A. FRAME HEIGHT 0.63" 0E1 0.88" (TYP.) 80" DOOR PANEL HEIGHT 81.25" MAX. 0A FRAME HEIGHT 0.63" 37.75" MAX FRAME WIDTH 36" MAX rPANEL WIDTH 1E1 111111 • 4EWEO. FROM EXTERIOR TABLE 1: 80" MAX DOOR AND SiDEJJTE PANEL HEIGHTT 81.25" MAX O.A. FRAME HEIGHT 0.75" -- 70.25" MAX. 0.A. FRAME WIDTH 0.75" MULL BAR (TYP ) 0.88" 36" MAX me.)-t- PANEL WIDTH El El 15.50" MAX. OA SIDELIIE FRAME WIDTH 14" MAX. SIDEUTE PANEL WIDTH 6" MAX D.LO. WIDTH 63.13" MAX. D.LO. HEIGHT `*"-'- -SEE NOTE 6 ON THIS SHEET 0 SEE NOTE 6-1 0.63" ON THIS SHEET SINGLE OUTSWiNG IMPACT UNiT W/ NON- IMPACT SiDELiTES (OXO} VIEWED FROM EXTERIOR 107" MAX 0A 0.13" 36.63" MAX PANEL WIDTH W /ASTRAGAL 80" MAX. DOOR AND SiDEUTE PANEL HEIGHT 81.25" MAX 0A FRAME HEIGHT 0.75" SEE NOTE 6 ON THiS SHEET FRAME WIDTH - 0.75" MULL BAR (TYP.) 361 MAX. PANEL WIDTH El El El 1010, [3,E1 15.50" MAX. 0A SIDELffE FRAME WIDTH 14" MAX. SiDEUTE PANEL WIDTH ,0.63" DOUBLE OUTSWfNG IMPACT UNiT. W/ NON - IMPACT SIDELITES (OXXO) VIEWED FROM EXTERIOR DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT iS NEEDED W/ BUMP ME PEJKO THRESHOLD SINGLE W/WO SIMJTES (X, OX, X0, OXO) +67 psf -67 psf DOUiXE W/WO SIDEUTES (XX, OXX, XXO, OXXO) +60 psf -60 psf 631 6" MAX 0LO. WIDTH 63.13" MAX D.LO. HEIGHT --SEE NOTE 6 ON THIS SHEET PRODUCT RENEWED complying with the Florida lding Acceptance No 07- -06/ /o Expiration Date o >3y „' ' ► : Product Coat' ►r i, ",q PART OR ASSEMBLY: fn 5 0 m N co uy m Eric 5. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street, Suite C25 Rockledge, Florida 32955 RIPE cewtients or Falthothatlan NO. 25935 Prepared By: � La.� PTC, LLC Phone: 321- 690 -1788 Fax: 321- 690 -1789 DAiEE 12 -26 -01 SCALE: N.F.S. DWG. BY: WLN CHK. BY: RW DRAWING NO.: S- 2102 -01 SHEET 1 OF 7 CONCRETE / MASONRY BY OTHERS 1.50" 0.25" MIN. EMBED. MAX. SHIM .75" MIN 0.75" MIN EDGE DIST. a iirizmumpro a--Igoe 0 CONCRETE / MASONRY BY OTHERS 1.50" 0.25" EMBED. MIN MAX SHIM SEE DETAIL 6 ON SHEET 5 81.25" MAX. OVERALL FRAME HEIGHT 1.75" MIN. PANEL THK. SEE NOTE 9 ON SHEET 4 t 1.25" MIN. EMB. MEE t. • r 41. • ••• SS• • 80.0" MAX. PANEL HEIGHT I'd J •a1 75 2.50" MIN. MIN. EDGE DIST. } 0.63" 1.75" MIN . 75" MIN SEE DETAIL 6 ON SHEET 5 SEE NOTE 6 ON SHEET 4 81.25" MAX. OVERALL FRAME HEIGHT EE NOTE 3 ON SHEET 4 1.75" MIN. PANEL THK. 0.125" MIN. GLASS THK. MINE SEE NOTE 6 ON SHEET 1 SEE NOTE 6 ON SHEET 4 OMR SEE NOTE 2 ON SHEET 4 SEE GLAZING DETAIL ON SHEET 6 SEE NOTE 2 ON SHEET 4 SEE DETAIL 6 ON SHEET 5 SEE NOTE 9 ON SHEET 4 SEE NOTE 3 ON SHEET 4 0.75" CONCRETE / 1.25" MASONRY BY MIN. OTHERS EMBED. 1.75" ,2.50" MINI MIN. EDGE DIST. VERTICAL CROSS SECTION NON — IMPACT SIDELITE SASH CONCRETE / MASONRY BY OTHERS Mal WOK 1 DOOR STEEL FACE SHEET 24GA. 0.020 MIN.) STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 SIDELITE FRAME HEAD, SILL, AND JAMBS (FINGER JOINTED PONDEROSA PINE) WAD 5 BUTT HINGE 12pc. STEEL 6 19 X 1" PFH WOOD SCREW (HINGE TO DOOR) STEEL 7 LATCH STILE REINFORCEMENT (44.5" LONG) MDF 8 LATCH STILE REINFORCEMENT 32.13" LONG) MDF 9 OUTSWING BUMP FACE THRESHOLD (BY PEMKO) ALUMINUM 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL STEEL 12 DOOR BOTTOM RAIL STEEL 13 SIDE STILE STEEL 14 ,110 x 1 3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 HINGE STILE REINFORCEMENT (12.4" LONG) MDF 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. /cf DENSITY) BY JELD -WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK (BY OTHERS) WOOD 20 1/4" MAX SHIM MATERIAL (HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 10 INSTALLATION WOOD SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL. 24 8 x 2" PFH WOOD SCREW STEEL 25 8 x 2 1/2" PFH WOOD SCREW STEEL 26 NOT USED 27 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL 28 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM 29 SILICONE CAULK (CR LAWRENCE .33 C) SILICONE .30 GLAZING COMPOUND (QSD BY ODL) SILICONE 31 MULLION CAP WOOD 32 3/8" QUARTER ROUND SIDELITE STOP WOOD 33 DOOR LATCH STRIKE PLATE STEEL 34 SCHLAGE KNOB SET 1F51 STEEL 35 SCHLAGE DEADBOLT 19360 (NOT SHOWN) STEEL 36 GLAZING COMPOUND DOW 1199 SILICONE 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 ODL LITE FRAME 1/8" SG (SPARTECH POLYCOM PP5530 C1.3) POLYPROP. 39 SIDELITE STEEL FACE SHEET 2404. (0.020" MIN. STEEL) STEEL 40 18 x 1 1/2" PLASCREW (ODL LITE FRAME) STEEL 41 PRESSURE TREATED MULLION BAR (3/40 x 4 9/16" x 97 1/2") WOOD 42 YALE KNOB HERITAGE SERIES STEEL _ 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 110 x 1" PAN HEAD SHEET METAL SCREW STEEL 45 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL 46 110 x 2" PFH WOOD SCREW STEEL 47 BRAD TRIM NAIL 1604. x 3/4" LONG STEEL 48 1/4" ELCO TAPCON ANCHOR WIJ 1 1/4" MIN. EMBEDMENT (OR EQUIV.) STEEL 49 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD PRODUCT RENEWED as complying with the Florida Building Code Acceptance No 0 -ob Lion Date hl; b z 0 ati .0 uls 0 c) to Edo S. Nielsen Florida P. E. No. 41323 FTC, LLC 1535 cogel Street. Suite C25 Rockledge. Florida 32955 FBPE Certificate of Authorization ND. 25935 Prepared L1y: rw1`w PTC. LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 LV4TE: 12 -26 -01 SCALE: N.T.S. DWG. W: WL•N MC. BY: RW DRAWING NO.: S- 2102 -02 1.50» MW. EMBED. 0.25» MAX SHIM PRODUCT RENEWED as complying with the Florida Building Code Acceptance No D Eviration Date BY SEE DETAIL 6 ON SHEET 5 SEE DETAIL 6 ON SHEET 5 Di 1.75» MIN. PANEL THK. \ \\\ \`\ \ \ \ \ \ \ .\� \\% • • CONCRETE / MASONRY BY OTHERS SEE' NOTE 4 SHEET 4 SEE NOTE 7 SHE 4 SEE NOTE 1 ON SHEET 4 \ \ \X \. \\\ . \\ \ \ \ \.;s%\. \ \\ \N \ \ \ \ \ \\� \ \ \t \ \• *PC MU RTC, u.0 Phone: 321 -690-1788 Fax: 321 -690 -1789 are: 12 -26 -01 SCALE: N.T.S. DWG. BY: WLN Cec Err: RW DRAWING Na.: S- 2102 -03 SEE NOTE 6 ON 11115 SHEET SEE NOTE 2 ON THIS SH 075' MAX. MULLION SEE DETAIL 6 ON SHEET 5 SEE DETAIL 6 014 SHEET 5 0.75" MAX. MULLION SEE NOTE 6 ON THIS SHEET SEE NOTE 5 014 THIS SHEET SEE NOTE 5 ON THIS SHEET 1 TOR SEE NOTE 2 ON THIS SHEET 1.75" MIN. PANEL THK. • • \ \�` \ \� \\ \ \\ \ \ \\ \ *\\ \ \. \ \` \\ • \\• \\ \\ \ \\ \ \, \ \ \ \` \ \. SEE GLAZING DETAIL ON SHEET 6 NorES: SEE GLAZ 4G DETAI ON SHEET 6 SEE NOTE 3 ON THIS SH SEE NOTE 4 ON THIS SH SEE NOTE 3 ON THIS SHEET SEE NOTE 3 ON THIS SHEET NOTE 3 ON THIS SHEET SEE NOTE 7 ON THIS SHEET HORIZONTAL CROSS SECTION NON- IMPACT SIDELITE TO LATCH JAMB 1. SPACING FOR ITEM 144 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAL TO THE INACTIVE DOOR IS AS F0LL0WS: FROM THE TOP DOWN & 7HE BOTTOM UP: 1.0", 2.5" 4.0; 5.5", 13.0 ", 18.0' & 26.0 ". 2. SPACING FOR ITEM 140 THE 18 x 1 1/2' PLASCREW I5 AS FOLLOWS: TOP & BOTrQM. HORIZONTALLY. DOOR PANEL; 3.0" IN FROM EACH CORNER, ONE IN CENTER. TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL,; 3.0" IN FROM EACH CORNER. TOP IffE SIDES: 3.0 ", 13.5; 24.5", 36.0", 46.0; 57.5 ", 68.5" & 79.0 ". .3. SPACING FOR ITEM 147 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND THE MULL CAP TO THE MULL BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTT , HORIZONTALLY: 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. VERTICALLY: 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE DOOR AND DEAD BOLT STRIKE PLATES TO THE JAMB AND BUCK USE ITEM 125, A f8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE DOOR AND DEAD BOLT STRIKE PLATES TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM f24, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE IS SECURED INTO THE SIDELITE FRAME WITH ITEM 129 SILICONE CAULK ON THREE FACES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 147 BRAD TRIM NAILS x 3/41 LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 146, A 110 x 2' PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4" PFH WOOD SCREW. 8. USE ITEM 123 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD AND JAMBS. USE ITEM 148 WHEN INSTALLING INTO CONCRETE / MASONRY SUBSTRATE AT SILL. 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIV. PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. CONCRETE / MASONRY BY OTHERS 1.50' MIN. BED. 0.25" SLIM HORIZONTAL CROSS SECTION NON- IMPACT SIDELITE TO HINGE JAMB SEE DETAIL 6 ON SHEET 5 SEE NOTE 6 ON THIS SHEET SEE NOTE 2 ON THIS SHEET SEE GLAZING DETAIL ON SHEET 6 0125' MIN. GLASS THK. WTER JR EXERKE DATE: 12 -26 -01 =ALE N.T.S. SEE NOTE .3 ON THIS SHEET HORIZONTAL CROSS SECTION NON- IMPACT SIDELITE TO BUCK Erie S. Ni Florldo P. E. No.441323 1 Reeldedope. 535 Cogswell 3 F E Cartiftettho of Authorisation MO. MX Prepared By: PTC, LLC Phone: 321 -690 -1788 For: 321 -690-1789 DRAWING No.: S- 2102 -04 St1EEr 4 of __� 6" I`) 13.85" MAX O.C. (TYP.) 81.25" MAX O.A. FRAME HEIGHT 515 74.50" MAX OA. FRAME WIDTH r 6" MR)--1 Or.) 5.50" 1 36.63" _ SEE DETAIL 1 9" (TIP.) ON THIS SHEET —6" (TYP.) 11.12" —3" o'.) m 1 111 7.38" SEE DETAIL 3 %0N THIS SHEET. 1 31" 31" --J 10.12" `--3" (TYP.) (IW•) --7" (TYP.) SEE DETAIL 5 ON THIS SHEET DETAIL 1 - AT HEAD JAMB ASTRAGAL STRIKE PLATE �tt+1<ev:sil.d,1`: t, ` V. * too % r Wlife .114. 1z DETAIL 2 HINGES TO JAMB & DOOR SEE DETAIL 2 ON THIS SHEET 13.85" MAX o.C. MR) 81.25" MAX 0A FRAIE HEIGHT 70.25" MAX OA FRAME WIDTH 0.75" MULL. (TYP.) 3" (1w.) I 3" 6" (T)P.)1 13.85" MAX. O.0 (TYP.) SEE DUAL 4 ON THIS SHEET 1 1 5.50" 6" (r rP.) 171 .0-3 "( ) "MR) _t.._ ... 7.38" ill' Z E1;II 1 e t r -• --- SEE NOTE 5 — -- ON SHEET�4 i .,1• 0 ice. ..) I I ( 1 1 i 1 3" (n) 8.58 "_.,. (re'.) II_ " (TYP.) 31" 31" PRODUCT RENEWED as complying with the Florida Building Code Acceptance No O —a iration Date 0 O(Z- SEE DETAIL 2 ON THIS SHEET DETAIL 3 STRIKE PLATES TO ASTRAGAL DETAIL 4 STRIKE PLATES TO JAMB (26. SINGLE IMP „R ANON ;IMPACT S (OX0) VIEWED FROM INTEI1 DETAIL 5 - AT THRESHOLD ASTRAGAL STRIKE PLATE 0.15" MIN. COUNTERSINK DETAIL 6 COUNTERSINK FOR INSTALLATION ANCHORS SEE NOTE 8 014 SHEET 4 hl: isz5 ohs tOltt 1•YI Edo S. Nielsen Florida P. E. No. 41323 PrC, LLC 1535 Cogswell Sheet, Suite C25 Rockledge. Florida 32955 Cenilleets aAuthettatice MS Prepared 8y: Arnilly PTC, LLC Phone: 321- 690 -1788 Fax: 321 -690-1789 DATE 12 -26 -01 SCALE: N.T.S. DWG. BY: WLN CM er. RW DRAWING NO.: S- 2102 -05 r 5 a 7 107" MAX OA FRAME WIDTH SEE DETAIL 1 ON SHEET 5 0.75" MULL. or.) 3" (TYP. (TYP.) --1 � a 6" OW. 'am 6* (flP,)titw 13.85" MAX 0.C. OW) 81.25" MAX 0.A. FRAME HEGHT 6" TYP.) 6" 0 Ili■G (r) 1 9" (iw) 3" .) 7.38" 6" (TYP•) 1 111 11 1 1 1185" MAX. O.C. (TYP.) SEE NOTE 5 ON SHEET 4 i 5.50" 36.63" (.) SEE DETAIL 3 ON SHEET 5 • SEE NOTE 5 I ON SHEET 4 i 31" 31" 1 1 3" (TYP.) 6" 3* - 12.12" (TYP.) (m'•) SEE DETAIL 5 ON SHEET 5 (TYP.) QUTSWING DOUBLE IMPACT DOOR 10.112- IMPACT SIDEIJTES (OXXO) VIEWED FROM INTERIOR SEE DETAIL 2 ON SHEET 5 37.75' MAX OA I FRAME WIDTH I p 6" (TYP.) 6" MR)-1 11.54 MAX. 81.25* MAX. OA FRAME HEIGHT 1.1 • 1 5.50" 36.63" GLAZING DETAIL; 1/8" TEMPERED GLASS (PER CURRENT NOA 07- 0214.08) i1 SEE DETAIL 4 ON SHEET 5 PRODUCT RENEWED as complying with the Florida Building Code Acceptance Nod Expiration Date BY ,!f ! ade Product 1 ntrol Di ion • lZ- 7.38" j— wag . SEE DETAIL 2 ON SHEET 5 31" 31" 1 O(JTSWING SINGLE IMPACT DOOR (X) 1EWB) FROM INTERIOR • • • 41.! hfl 41 x o4 MrL-§ Naid 1 vfOtIl Eric S. Nelsen Florida P. E. No. 41323 1535 Cogswell Street. Suite C23 Rocwedge. FIo 32955 FsaE Con at Authortrailvi ND. 25935 Prepared 8y: amem I'M i v PTC. t.LC Phone: 321-690-1788 Fox: 321 - 690 -1789 DATE: 12 -26-01 SCALE: N.T.S. owc. trr: WLN tt. RW DRAWING NO.: S- 2102.06 SHEET —6— of -L, 1 1.25" 4.56" 1 0.75" 0.50" WOOD JAMB FINGER JOINTED PONDEROSA PINE 1" 0.477" 1 4.041" 1 ®0UTSWTNG BUMP FACE THRE:SHOL 0.051" WALL ALUMINUM 11.88" 00 -- 1.73" -- --'1 1.21" 1 1 1.219" I-.- 0.25" DOOR TOP RAIL & SIDE S?1L 22GA (0.029Y ROLL FORMED STEEL --- 1.73" -+ b 0.25" (� 1.21" D00R BOTTOM RAIL 12 24GA 0.021" ROLL FORMED STEEL DIA. VARIES WITH HARDWARE USED 0.62" 1.75" -4 1.02» E- 28 6063-T6 ALUMINUM 0.25" 1.38" 3) PINE 1.19" 1 4" � ,O BL 15 1.71 " THK x 11.88" LG. ASTRAGAL HAS TWO 0.312" DM. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 2.50" 1 1.25" moo, 0 o (9;) ASTRAGAL_BTRIKE PLATE (IMPERIAL. 0125" STEEL) 0 0 0 0 0.097 " - -I1- -- t 1.213" 16 RLTNFORCEMDF) 00 1 1.131" 1.15" LEOMLE REINFORCEMENT (MDF) 4" HAGER STEEL BUTT HINGE 5 4" x 4" x .097" THK. STEEL 0.48" 1 Lo 1.74" 0.67" 1.38" 4- 33 DOOR LATCH STRIKE PLATE 1144- 0.125" f 1.59" 1--- 1.75" 2.62" CDBDL LITE FRAME 1/8" SG HP POLYPROPELENE PRODUCT, ■ ENE EL as complying with the Florida Building Code Acceptance No Expiration Date O 0.5.3" 0.38" 1 050' 0.14" 0.53" O COMPRESSION WEATHERSTRIP SCHLEGEL Q-LON QDS 650 0.58" T-- 2.14" 1.01 0.87" 45 DOOR LAT BOLT S1RIIfE PLATE hi; z t 5 t. kw g c ctt CO 4C Ann Erie .t iNi `• Flardo P. 41323 1335 Cogswell RRocW.dgn, Florida 32955 FMAE WNW* of Au4Horiatloo NO. 25935 Prepared By: PTC, LLC Phone: 321 -690 -1788 Fax: 321 -690 -1789 DATE: 12 -26-01 SCALE: N.T.S. DWG. BY: WLN CHIC. & RW DRAWING No.: S- 2102 -07 SHEET 7 OF 7 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLF_XIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, O XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS —} .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2" GLASS BITE --*- .402 -•—AS 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT. - 3/16" HEAT STRENGTHEND GLASS .465 k 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 EXTERIOR 1/2" GLASS BITE L A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as complying with the Florida Bu:ding Code Date Ox klak 1 S, Zco7 NOA# 107-- 0 629. / Miami Dade Product Control r ByDiv" na4 • „L1 1+L Raved - VOX Keyed By: F.K Road Br F.K 9118107 Oak 814/07 Revlsisser B cLARIFYPXT. OF GLASS, OVERALL 77XCKIWgitSAND GLASSBffE A ADD GLASS SITE DI4L 70 GLAZING DETAILS, ADD GLASS DEC THX, REVISE NOTE 1. GLASSOESCKIP7: & ADD NOT E 9. Drawn Br pox Checked By: Deter F.K 2/22107 J.J. 6/21/07 1070 TECHNOLOGY D R t V E NOKONM3, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34279 Visibly Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8mkengfodat FD101 &sale: Ix Sheet 1 of 10 11005-1 Rer. B l./ L' tOg Robe f L. Ctrk, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 30 37 1/2"I 60 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 - 67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH 1 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.01 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR ! SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4 - 83 3/4" / 87 3/4" 91 3/4" 8° - 95 3/4" 2 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 - 55.4 +52.4 - 52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 - 46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 311/2" 5 +49.0 -49.0 +43.6 -43.6 +41.4 - 41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 - 38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH 10 3/4" GLASS TYPESA,B,CORD +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 36 1/8" +52.9 -52.9 +49.0 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 +35.2 -35.2 +35.2 -35.2 +35.2 -352 +35.2 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 - 34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAM I (1/8" A, .090 PVB, 3116" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73 1/2" MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5 /8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4/ -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.61 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as complying with the Florida Bu: iug Code Date Cr' _L 1, 00 I NOAti Miami Dade Product Control Di By Dyad By: Rarkdatar Ailed By: FJC Deka 9118/07 Rablatoma B FILMED TABLE 2. DESIGN PRESSURES ANDCIAR1F/EDNON- REAYF:YE N COMMIE GLASS TYPES &AWL SANS INTONOTES &ADDNOTES5 &8. FJC Dow Bh4/07 A REWSENOTE 1, 2 & 3. ADD NOTATIONS 70 TABLE 1ANDZ REDUCE MAX SME DESIGN PRESSURE ANDADJUST. ALL DPeS FOR TABLE2 D,awnsy. Dabx FK 2122107 Checked By: i J.J. 6/21/07 1070 TECIMOLOGY DRIVE NOKOMIS, FL 34275 RO. BOX 1529 NOKOMtS, P1. 34274 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better SedesAfodet FD101 ?x Shea 2 of 10 Na 11005-1 Rim Robert t. Clark, P.E. PE #39712 Structural SEE NOTE _371/2" MAX. A-r-, 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.)p A X e d Ua 11c MAX. 3/4" 731/2" MAX. 36 3/4" F.— MAX. ■ 46 ` I 1 \ 49 g 2 ./ E� / X 1 �E O 7 o SEE NOTE _371/2" MAX. A-r-, 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.)p A X e d Ua 11c MAX. 3/4" MAX -- -- -r-SEE NOTE 3- �-�-+— M ,/ M� 71 3/4" A --, 1 49 4 10 E� o \ . e 4) , lE/Er 11 / X �IE o 49,' 1' . XACT 'r� 1 ! lE O SEE NOTE 4 OXO SEE NOTE 4 A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO ''XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR' X' AND XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) XX C 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) I 36 143 3/4" MAX. 3/45 . SEE NOTE 3 MAX. 36 MAX, MAX. ,/ M� 71 3/4" A --, 24 9/16" MAX. DLO (TYP) t T Y E 0 1 49,' 1' . XACT , C `\ 41 10' \\ X !NACT. ! lE O A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO ''XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR' X' AND XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) XX C 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) I 36 143 3/4" MAX. 3/45 . SEE NOTE 3 MAX. 36 MAX, 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) F G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" Rend BT Rased By: RIG Raid By: Didvx Rem Avp1u+t:t :. .. :4,:1,17ingwith the AzGiidtsq :::,,.,$ 64=14. 9/1&07 Date: 8114/07 Revlaladx B CORRECT VERTICAL DLO AND FDRIULASi Re�dm� A ADD DLO FORMULAS FOR DOOR ANDSIDE LI7E ADD DOOR DLO DIAL RK IDEYtIFYDEAD BOLT AND SPECIFYX'ACT. AND 7rINACT. Drawn By. Dor Cheatted DEW FJC I 2122/07 J.J. 8121/07 1070 TEtOGYDRIVE NOKOINS, FL 34275 P.O. BOX 1620 NOKOMIS, F(. 34274 Pidr Visibly Better ELEVATIONS ?Ike ALUM. FRENCH DOOR & SIDE LITES, IMPACT SerteNdodek Sank NTS Sheet 3 a 10 Drawing No. 11005-1 Rae B Robert L.4Clark, P.E. PE #3$712 Structural ,/ M� t T Y E 0 1 49 ,' , / \ 10 lE \\ X ACT , C `\ 41 // � , ,/ E� X INACT. ! lE O 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) F G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" Rend BT Rased By: RIG Raid By: Didvx Rem Avp1u+t:t :. .. :4,:1,17ingwith the AzGiidtsq :::,,.,$ 64=14. 9/1&07 Date: 8114/07 Revlaladx B CORRECT VERTICAL DLO AND FDRIULASi Re�dm� A ADD DLO FORMULAS FOR DOOR ANDSIDE LI7E ADD DOOR DLO DIAL RK IDEYtIFYDEAD BOLT AND SPECIFYX'ACT. AND 7rINACT. Drawn By. Dor Cheatted DEW FJC I 2122/07 J.J. 8121/07 1070 TEtOGYDRIVE NOKOINS, FL 34275 P.O. BOX 1620 NOKOMIS, F(. 34274 Pidr Visibly Better ELEVATIONS ?Ike ALUM. FRENCH DOOR & SIDE LITES, IMPACT SerteNdodek Sank NTS Sheet 3 a 10 Drawing No. 11005-1 Rae B Robert L.4Clark, P.E. PE #3$712 Structural EXTERIOR 12 MAX. DLO 1 iF INTERIOR MAX. DOOR HEIGHT t 1.489 DOOR SECT. A-A VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY Approved as complying with the Florida Betiding Code Date Ocr 18i/ zoo NOA# oJ-Gb2`G�lL Miami Dade Product Control Bi I..k. Rend B: Dabr Read By: Dote: F.IG 9/1&07 » 97: Dabs FK Sr94/07 (Mon Dater HC 2122/07 Revisiontx B NO t'/ANGE THIS SHEET. A Checked By: J.J. SHOW DOUBLE HOLLOW HEAD SECTION AT CORNER ASSEMBLY Oahe 8/21/07 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �Z Visibly Better EXAMPLE ELEVATIONS nite ALUM. FRENCH DOOR & SIDE LITES, IMPACT arkroti dek FD909 1/2x Sheet 4 of 10 tio. 11005-1 B r7 ;i Ll Robert L /Clark, P.E. PE #39712 Structural MAX. 'X WIDTH 'XX' SECT. C-C HORIZ. 1 ,MAX.i DLO 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH INTERIOR EXTERIOR I-"*MAX DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Bailing Cods Date OL l 2oG NOA# O'- 0�2 Miami Dade Product Control ll)yiv 1.(J44.. Rend By. t R !toad By. F.K r 9//d/07 B NO CHANGE THIS SHEET. R. FJG Dater &/14/07 A ADD 'D IO O R W(MOE L T T E" TO SEC770N E E &'SINGLE SCE LITE* T O SECT. F F noon By: r7aae Checked Rake FA 2/22/07 J.J. 6/21/07 1070 TECHNOLOGYDRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 113c,„T VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Serloodiodek FD101 Save 1/2x Root 5 d 10 Rowing lio 11005 -1 R B Robert L. fClark, P.E. PE #39712 Structural ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 1118 7070 910D 911 E 917 1178 913A 1130 990 914A PGT# DESCRIPTION 943B 60411 FRAME HEAD 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 915D 60380 FRAME JAMB ( OUTSWING) 1010 6Q300 WSTP.,Q-LON .190 X .375 HIGH 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061-T5 1140 78X112PSATS #8 X1.500PHSQAT /S 1048 71048 JAMB SCREW COVER CAP 26 27 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 997 1023 928 1145 1212 983B 984B 1213 929 1139 982 50 51 52 53 54 55 930 931 1118 957 1118 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA STRIKE PLATE INSERT #10 X .750 PH. FL. SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X .250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X .500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X .750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL. SMS HANDLE STRIKE PLATE #10 X .750 PH FL. SMS Rand By: RandEty. FJC ITEM DWG # 920D 921 D 916B 1155 998 999 934A 60 61 62 63 64 65 66 PGT# 6920D 6921 60381 DESCRIPTION SIDELTTE HEADER SIDELITE SILL SIDELITE JAMB 781 PQA 7998 7999 #8 X 1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) 61641M 67 SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW 70 71 712653K 71267K SETTING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA 72 73 92 93 94 95 96 97 4222A 64222 BEAD, 7/16" 988 6988 BEAD, 3/8" 986 64986 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS 98 102 103 GLASS, 7/16" LAMI GLASS, 7/16" LAMI 11006A 41106A OFF -THE SHELF - 3/16" A, .90 PVB, 3/16" HS - 3/16" HS, .90 PVB, 3/16" HS ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK 504 - 1 H- 11-1 .360 .055 --• lh"-- t OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 I-4- 2.750 ----D-1 1 .650 --"~I TUBE MULL 6063 -T5 4 1.000 1 Approved as complying with the Florida Binding Code Date / KJ L.eo7 NOA# b7 - ©6 Zip . /a Miami Dade Product Control By! ogc . f. if.A,i. •. Dab,: Max 8/1&07 B NO CHANGE Me SHEET. Rasa Br F.IC Date: 814/07 Revisions: A ADD ITEM 103 DEAD BOLT AND *INACTIVE PANE. ONLY' TO REM 41. Dtaaniix Data Checked cked By: Data I FJC 2!22/07 J.J. 8/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 113 Visibly Better O PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 heats 1/2x Sheet 6 of 10 Demingtia 11005-1 Raw B Robe L. Clark, P.E. PE #39712 Structural 4.626 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 1.400 3.655 3.111 1.750 --0- 4.726 4.100 1.550 .050-14-T FILLER HEAD ADAPTER 6063 -T6 FRAME HEAD 6063 -T6 .050 079 1.489 7 1.479 Road By: 3.000 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 -1.750 4.726 4.100 {+1.500 .125 j x .750 TRUSS CLAMP 6063 -T5 4.675 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 4,1 .683 F-.+ -.558 050 3/8" GLAZING BEAD 6063 -T5 r---- 3.100 --� DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 �-�-) k-w+- -.525 .050 .683 7/16" GLAZING BEAD 6063 -T5 SL HEADER 6063 -T6 SL SILL 6063 -T6 4.586 5.212 1.050 -1- 1.578 ---Awl .890 DOOR FRAME, JAMB 6063 -T6 r .050 � 3.000 SL JAMB 6063 -T6 .050 2.980 SL JAMB ADAPTER 6063 -T6 1.620 .250 -►1 kw- WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Stinting Code Bate oc.T g • 7 4 0 7 NOA# "7 -4,6 Z . /o Miami Dade Product Control Divisiop BYMAy F.Cifelrtei ms. RK 8!1&177 toacay: Date: RIG 8/14107 Br t>ear FA 2/22107 Flevtaionx 8 NO CH/WOE THIS SHEET. A plaided By: ADO VODR'TO !TDB Z0& GLASS BED OW. TORTENS30, 31, 44.45& 02 8/21/07 1070 TECHNOLOGY ERNE NOKOMIS FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 IP 1- Visibly Better EXTRUSION PROFILES nata ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seestiodet FD101 s 112x Sheet T ar 10 Drawing�1100r1 B o eut L Clark, P.E. PE #39712 Structural JAMB ZONE "B" JAMB ZONE "A" HEAD ZONE "C" f 1 / X / JAMB ZONE "A" 1 ZONE D" 1 ZONE HEAD JAMB ZONE "A" XX \ / / / / • JAMB ZONE "A" I SILL 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD f-Z ENE-t --ZONE "F "--f -Z ONE-f / OxO , SILL SILL -ZONE -1 --ZONE "F" "E" E SEE TABLE 7., SHT. 9 E JAMB ZONE "B" SILL ZONE "D" t ZONE "D" SEE TABLE 4., SHT. 9 JAMB ZONE "B" HEAD ZONE "E"1 O JAMB ZONE "B" ZONE D" 1 ZONE E "1 JAMB ZONE "A" XO OR OX JAMB ZONE "B" t ZONE "E" t ZONE "D" t LL SEE TABLE 5., SHT. 9 EE TABLE 6., ZON SHT. 9 E" J HEAD HEAD HEAD HEAD HEAD HEAD HEAD ZONE "D"---1— ZONE "F" —t-Z ENE f-Z ENE ---ZONE "F" t ZONE "F"�Z ENE- } JAMB ZONE "A" 1 1 / / , /xxo OR A \ \ . OXx I 1 x xl/ x^A // / 1 OXXO } JAMB ZONE "B" . \ I V , / SILL i SILL ZONE "D" t ZONE " +-Z ENE EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x833 /4 "XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL 1 SILL 1- ZONE -�-- ZONE "F"�ZONE "F "� ONE- - E SEE TABLE 7., SHT. 9 E NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 314"W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Rmad ay: Appriocti AS ecMtr!:■Ckg the Florida Bolding C e Date i p, NOAH iT7—DG Z Miami Dade Product Control Lae, IA- Data Reviakvar Dowd RIG 807 B NO CHANGE THIS SHEET. Rend 13x FJG Drawn 8y: FJC AN4/07 Dabs 2/227 A J.J. CHANGE MY OR 'OX ANCHOR ZONE FROM 1C' TO V. ADD ANCHOR TYPES TO SOLUTION Dabx 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 109 NOKOMIS, FL 34274 3 1_ ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8mbxlModk FD101 8ae�e: NTS 8 d 10 11005-1 RoberfL. Clark, P.E. PE #39712 Structural A K n AA I x xl/ x^A // / 1 OXXO x x AA \, I \ \ x x 7 } JAMB ZONE "B" -JAMB 2' K . / \ / k k YY •- V aL Y•• Y A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x833 /4 "XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL 1 SILL 1- ZONE -�-- ZONE "F"�ZONE "F "� ONE- - E SEE TABLE 7., SHT. 9 E NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 314"W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Rmad ay: Appriocti AS ecMtr!:■Ckg the Florida Bolding C e Date i p, NOAH iT7—DG Z Miami Dade Product Control Lae, IA- Data Reviakvar Dowd RIG 807 B NO CHANGE THIS SHEET. Rend 13x FJG Drawn 8y: FJC AN4/07 Dabs 2/227 A J.J. CHANGE MY OR 'OX ANCHOR ZONE FROM 1C' TO V. ADD ANCHOR TYPES TO SOLUTION Dabx 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 109 NOKOMIS, FL 34274 3 1_ ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8mbxlModk FD101 8ae�e: NTS 8 d 10 11005-1 RoberfL. Clark, P.E. PE #39712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, 2,3, WOOD 11,2, CONC DOOR WIDTHS 'X' - 25.50 TO 37.50 LOAD ZONES WIDTH x HT. 25.50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 Roved Br Deer ILW m a~ 3 • a = W • = 1 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 10 2 8 3 8 3 8 3 10 3 10 3 8 3 8 3 8 3 10 3 10 3 8 3 8 3 10 3 10 4 3 10 4 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a to X 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS 'HOC' - 47.75 TO 71.75 2,3, WOOD 11,2, CONC LOAD ZONES 3 3 3 5 5 3 3 5 5 5 3 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 5 5 WIDTH x HT. 47.75 x 79.75 83.75 87.75 91.75 5 95.75 5 51.75 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 6 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.751 83.75 5 87.75 6 91.75 6 95.75 6 63.75 x 79.75 5 83.751 6 87.75 6 91.75 6 95.75 7 67.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 71.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 'Q oa X 4 5 5 4 4 2 3 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O" - 10.75 TO 36.75 A, B, C, D 2,3, WOODI/1,2, CONC LOAD ZONES 4 7 4 2 3 5 5 5 6 6 5 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 8 5 8 4 2 3 4 2 3 4 2 3 4 3 5 4 2 3 4 2 4 2 3 4 3 5 4 3 5 4 2 5 8 4 2 5 8 4 3 5 5 8 4 3 5 5 8 4 3 5 5 5 5 5 6 5 5 5 6 6 5 5 5 6 6 8 8 8 8 10 8 8 8 10 10 8 9 9 10 10 4 3 5 4 3 WIDTH x HT. 10.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 12.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 21.75 x 79.75 4 83.75 4 87.75 4 91.75 5 95.75 5 27.75 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 36.13 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 36.75 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 0 a 0 0 - JAMB "B 1 1 1 1 1 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 a 0 1 1 1 1 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 A, B,C,D 2,3, WOOD 1,2, CONC LOAD ZONES SIDE LITE WIDTH x HT. 2 2 2 2 2 2 4 2 2 4 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.754 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 43 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75.4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 a X F m 0 0 re 2 mf 2 u. w p ri O m LL O �aC 2 X - JAMB "A m 0 4 4 4 0) S 0 2 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 re 0 0 G re 2 CL ILL W H 1- z at Q G W z 3 W G z ri m 1-- O LL aY 4 TABLE 7.OXO, XXO, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS - 25.50 TO 37.50 "X)C' - 47.75 TO 71.75 A, B, C, D APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2,3, WOOD 072 COW 2. 1/MASONRY 4" ELCO SANCHORS S4 CRETE -FLEX LOAD ZONES SIDE LITE WIDTH x HT. m a m 2 0 0 - HEAD/SILL "E" X X 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 1=- 91.75 4 2 95.75 4 2 G 12.75 x 79.75 4 2 8 83.75 4 2 u� 87.75 4 2 a 91.75 4 2 S 95.75 4 2 a 19.00 x 79.75 4 3 ti 83.75 4 13 W 0 87.75 4 3 z 91.75 4 3 N 95.75 4 3 q 21.75 x 79.75 4 3 W 83.75 3 O 87.75 4 3 4 91.75 5 3 O 95.75 5 3 ri 22.75 tZ3.75 5 3 m 3.75 5 3 87.755 3 g 91.75 6 3 tZ 95.75 6 3 36.13 x 79.75 6 4 F 83.75 6 4 z 87.75 7 5 g 0 91.75 7 5 95.75 7 5 = 36.75 x 79.75 6 4 z 83.75 6 4 ' 87.75 7 5 "3 91.75 7 5 95.75 7 5 Ea 0) 0 4 4 4 4 4 4 4 4 4 W 0 2 2 2 2 2 2 2 2 2 EAD /SILL "F" X x 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 3 4 3 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 4 3 NE OF APPLICABLE DOOR WIDTH M TABLE 3. OR 4. FOR EACH Z USE ANCHOR QUANTITIES F 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the 'Fiorito Bidding Code Date b -T /if / 200% Miami Dade Product Control Divisi n By I P141 1. !_.t,a, t„ .�.. Roved Sy: Rabe F.K 9/18107 Mead > to F.K 1114107 Dm=BX Dole: F.K. 2/22/07 B NO CHANGE THIS SHEET. Rovislent A ADD •LSO USE WI TABLE 5TD TABLE 4.,TY. CHANGE TAKE 6 HEADZOE 'C" TO 'D• AM) CxaLi.IN REFERENCE ADD wr TO ANCHOR TYPE& Chocked By: J.J. Dor 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 7 ANCHOR QUANTITY LOAD ZONE TABLES FRENCH DOOR & SIDE LITES, IMPACT some !Ma Viet bh Better Seleselodek FD101 NA Shut 9 or 10 Dearing 11005 -1 Robe L. Clark, P.E. E 539112 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1 3/4" MIN E.D. f 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM I MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 20R3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 13 /4 " TYPE 2 EXT. 1/4" MAX. SHIM DOOR JAMB (WOOD) lf1�lliflfllfi► Yom;.. �•4. .a r ::, i �••,...A.• •• • • 1 3/4" MIN. E.D. •,".•t 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1(CONC) SIDE LITE HEAD (WOOD) S 1 3/4" TYPE 2 (GONG) —r 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1 1/4" MAX. SHIM WOOD ANCHOR TYPE2OR3, NOTE 1 I•— 13/4" • • 101111. E4,4,..•:� 1 3/4" MIN. E.D. • 4. • • •y f • M• • EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/ " MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. . SHIM 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX. 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 EXT. , . 1 3/8" TYPE 1 13/4 " TYPE 2 • 3/4" 3.4 KSI MIN. CONC.t IN. E.D. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1 3/4" MIN. E.D. `¢ •; 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. �,.;. • 1 3/4" MIN. E.D. .••••••.: 1 ITE • V 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) CONC. ANCHOR, NOTE 1 1/4" MAX SHIM 3.4 KSI MIN. CONC. 4; t: `. • .., • •••— 1f 3/44 " --►i MIN. E.D. L 4 3/8" TYPE 1 .;`,1 3/4" TYPE 2 .4•e NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as ce)satr • .:g with the Florida Duiatiug Code Date , C7 / $-i 200 NOAH es. 7-0629.. t/ Miami Dade Product Control Divisfilm Revsd Bp DidEK RevIslonsu F.K 0a W1807 Reaktiortx 8 NO MINOE THIS SHEET. Rood Br F.K Daft 8/14/07 Ana, By. F.K maw 2/22/07 A Checked Byi J.J. SPEC. TYPE 182EMMED. ON CONC. DETAILS. SPEC. TYPE 283ONWOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. DAC W21107 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vivi* Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT fiedesaftsdek FD101 saft NTS Sheet 10 el 10 11005 -1 RAC B Robert L. Clark, P.E. PE 839712 Structural LARGE MISSILE IMPACT EQUAL LEG PICTURE WINDOW 1. GLAZIN, OPTIONS: A. 9/16" LAMINATED GLASS CONSISTING OF (2) UTES OF 1/4" HEAT STRENGTHENED GLASS WITH A .090 INTERLAYER OF DUPONT SENTRY GLASS PLUS (SGP). 8. 7/16" LAMINATED GLASS CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090 PVB INTERLAYER OF DUPONT BUTACITE PVB OR SAFLEX /KEEPSAFE MAXIMUM. 2. DESIGN PRESSURE RATING: SEE TABLE 1 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -02. AB. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3X STRESS INCREASE HAS NQT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. n ANCHOR TYPES: 1) #12 STEEL (G5) SCREW, 2) 1/4" ELCO TAPCON, 3) 1/4" ELCO SS4 CRETE —FLEX 6" MAX. FROM CORNERS AND MAX. O.C. SPACING FROM TABLE 1. SEE SHEET 6 FOR ADDITIONAL ANCHORAGE INFORMATION. 4. SHUTTER REQUIREMENTS SHUTTERS ARE NOT REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME AND ON THE OUTSIDE OF FRAME TO SEAL EXPOSED SCREWS. 6. MAXIMUM WINDOW AREA NOT TO EXCEED 32 SQ. FT. (DLO = 27.88 SQ. FT.) AND DIMENSIONS OF 48" BY 96 ". ! h 7. REFERENCES: TEST REPORTS, FTL -3537, FTL -3539, FTL -3765 AND FIL-3767 ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 / A \ ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TABLE 1. DESIGN PRESSURE I +90.0 I -110.0 GLASS TYPES: A. 9/16" LAMI (1/4 "H SGP,1 /4 "H) B. 7116" LAMI (3/16 "H,PVB,3 /16 "H) ANCHOR MAX ON- CENTER DIMENSION SUBSTRATE: WOOD CONCRETE ANCHOR TYPE: 1 3 2 3 Q.C. DIM. 10 1/2 " 12" 12" 12" 91 3/4" MAX. DAYLIGHT OPENING HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) SILICONE 43 3/4" MAX. DAYLIGHT OPENING n I I I 6" MAX.-0-1 i•— I • .1 Revises: TABLE 1. 96" MAX. TABLE ! 48" MAX. 76- MAX. I 1 ELEVATION Roved By: Dee: Revisions: Rinsd F.K. 4/13/07 Ruv: A UPDATE NOTES AND REVISE ANCHORAGE Drawn By: F.K Dees 4/16/03 Checaxesy: Dee: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI8, FL 34274 -.090" INTERLAYER (SEE NOTE 1.) HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) .690 NOM. GLASS BITE visibly Beater GLAZING DETAIL Amalgam „ ELEVATION, GLAZING & NOTES'`(EQUAL LEGL MID-RISE ALUM. PICTURE WINDOW (LG. MISSILE) serieaatoeen PW.820 NTS sneer 1 a 6 Drawing NO. 4246 -6 Rer. A PRODUCT RE NEWFi as complying with in F lo i dit. Building Code E Ac ciresion pt roF 0/9. 0 M iaMisty Div sa 97- a it 2 *. oL 771111//ei Robert L Clark, P.E. PE #39712 Structural OUTSIDE INSIDE ri 18 19 ASIDE 91 3/4" MAX. DAYLIGHT OPENING 96" MAX. OUTSIDE HORIZONTAL SECTION 48" MAX. 43 3/4" MAX. DAYLIGHT OPENING 2.784" VERTICAL SECTION CORNER CONSTRUCTION DETAIL 1 2.784" PRODUCT RENEWED as complying with the Ftoriai Building Code „ „n Acceptance No 011-0/ z-t .0o Expiration De ay Kitimat Product Divis PRODUCT REVISED es eQOPIYing with the noel& Bilsktbe- Cr,4 1142. • 4it; '7Ji &nod By: Revislonw Rend By: Date: Revisions: newsd F.K. Dab: 4/13/07 Revisions: A NO CHANGE THIS SHEET Drawn By: Date: Checked By: Date: F.K. 4/16/03 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 p_icar Visibly Better Ste"*PW-820 SECTIONS & CORNER ASSEMBLY (EQUAL LEG) TV* MID-RISE ALUM. PICTURE WINDOW (LG. MISSILE) I &swing No. Row NTS 2 I 4246-6 A Robert L Clark, P.E. PE #39712 Structural LARGE MISSILE IMPACT FLANGED PICTURE WINDOW 1. GLAZING OPTIONS: A. 9/16" LAMINATED GLASS CONSISTING OF (2) UTES OF 1/4" HEAT STRENGTHENED GLASS WITH A .090 INTERLAYER OF DUPONT SENTRY GLASS PLUS (SGP). B. 7/16" LAMINATED GLASS CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090 PVB INTERLAYER OF DUPONT BUTACITE PVB OR SAFLEX/KEEPSAFE MAXIMUM. 2. DESIGN PRESSURE RATING: SEE TABLE 2 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -02. 1/43. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1 /3% STRESS INCREASE HAS NOT BEEN USED. IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. n TABLE 2. DESIGN PRESSURE 1 +90.0 I -110.0 GLASS TYPES: A. 9/16" LAMI (1 /4 "H SGP,1 /4 "H) B. 7/16" LAMI (3 /16 "H,PVB,3 /16 "H) ANCHOR MAX ON- CENTER DIMENSION SUBSTRATE: WOOD CONCRETE ANCHOR TYPE: 1 3 2 3 O.C. DIM. 10 1/2 " 12" 12" 12" ANCHOR TYPES: 1) #12 STEEL (0) SCREW, 2) 1/4" ELCO TAPCON, 3) 1/4" ELCO SS4 CRETE —FLEX 6 1/2" MAX. FROM CORNERS AND MAX. 0.C. SPACING FROM TABLE 2. SEE SHEET 6 FOR ADDITIONAL ANCHORAGE INFORMATION. 4. SHUTTER REQUIREMENT: SHUTTERS ARE NOT REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME AND ON THE OUTSIDE OF FRAME TO SEAL EXPOSED SCREWS. 6. MAXIMUM WINDOW AREA NOT TO EXCEED 33 SQ. FT. (DLO = 27.88 SQ. FT.) AND TIP —TO —TIP DIMENSIONS OF 49" BY 97 ". A 7. REFERENCES: TEST REPORTS, FTL -3537, FTL -3539 AND FTL-3767 ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 43 3/4" MAX. DAYLIGHT OPENING 91 3/4' MAX. DAYLIGHT OPENING /A\ 6 1/2" MAX. { �. X71- -- -TABLE 2. 97" MAX. ELEVATION HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) SILICONE / H \ TABLE 2 49" MAX. -•- -.090" INTERLAYER (SEE NOTE 1.) HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) PRODUCT MOMS) t at complying with dna F Righting Code Acceptance ,4Y27.a1 Expiration Dace t8y Miami Dade Pry C Division mot, - ►gizD ��nx4ds Zef,ob .690 NOM. GLASS BITE GLAZING DETAIL Revise By: Date: Revisions: Revisd By: Date: -Revisions: RevsdBY F.K. 4/13/07 Revisions: A UPDATE NOTES AND REVISE ANCHORAGE Dorm By: F.K. Dom: 4/16/03 Checked By.' Dam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ELEVATION, GLAZING & NOTES (FLANGED) tale: MID-RISE ALUM PICTURE WINDOW (LG. MISSILE) sdnnlforkc DnvwA+g iw. Rer. Pw-820 4246 -6 I A NTS 3 a 6 A/A Robert L Clark, P.E. PE #39712 Structural OUTSIDE 49" MAX. DEJ INSIDE INSIDE OUTSIDE 1 2.784" 91 3/4" MAX. DAYUGHT OPENING 97" MAX. HORIZONTAL SECTION 43 3/4" MAX. DAYLIGHT OPENING 2.784" VERTICAL SECTION CORNER CONSTRUCTION DETAIL PRODUCT RENEWED as conlidying with the Florida Building Code u Acceptance Not16-01 67 • Expindion Date _ By Lii. 1;r0aila PRODUCT REVISED omplryisg wW the Florida Bahlikg.P.Artt 0.77 , It7'!" • 0 b Rend By: Daar: IteWslans: Rowed Sy Data: RaWsions: Rood Dy: F.K. Dale: 4/13/07 A NO CHANGE THIS SHEET Drawn sr F.K. Doan 4/16/03 Checked By: 1070 TECHNOLOGY DRIVE NOKOMIS, FL. 34275 P.O. BOX 1529 NOKOMIS, EL 34274 Visibly Better Description: SECTIONS & CORNER ASSEMBLY (FLANGED) Taw MID—RISE ALUM. PICTURE WINDOW (LG. MISSILE) sca. sheet 4 of 6 SesiesNalat PIN-820 Drawing No. 4246-6 Raw NTS A Robert L. Clark, P.E. PE n39712 Structural INSIDE MOUNT EQUAL LEG FRAME MAT'L: 6063 —T5 DWG #4238B INSIDE MOUNT FLANGED MAT'L: 6063 —T5 DWG #4239B ITEM DWG # PGT, # DESCRIPTION 1 4238E 64238 FRAME, INSIDE MOUNT EQUAL LEG 4239B 4 1155 64239 781 PQX FRAME, INSIDE MOUNT FLANGED #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT 6 9/16 LAMINATED GLASS - 1/4" HEAT STRENGTHENED 7 INTERLAYER: 7/16 LAMINATED INTERLAYER: OPTIONS: DUPONT SENTRY GLASS PLUS GLASS - 3/16 TEMPERED, .090 INNER LAYER, 3/16" TEMPERED DUPONT BUTACITE PVB SAFLEX/KEEPSAFE MAXIMUM 9 18 19 1265 -4 4251 4252 712654K 64251 64252 SETTING BLOCK - 5/32" X 3/8" X 2" LONG 7/16 GLAZING BEAD 9/16 GLAZING BEAD 22 24 32 1224 4247 6TP247 64247 VINYL BULB WEATHERSTRIP (THICK) TRIM COVER SILICONE DOW CORNING 899, 995 OR EQUIVALENT 7/16 GLAZING BEAD MAT'L: 6063 —T5 DWG #4251 .438 �-- 9/16 GLAZING BEAD MAT'L: 6063 —T5 9 J DWG #4252 TRIM COVER MAT'L: 6063 —T5 DWG #4247 PRODUCT RENEWED as acaoplyiug with the Florida R (Z9 o8 NeO$ -a m Expiration Date MOP Product . C niwt Ai Div IF By y_. vt:��fl p ODl,1C g with tt+e Ftat Ba =Cock 0 D 4Z`F O�o rye �Q i/ys �.�D Rated 9y Rend By: Revd ay: F.K. Dawn ay F.K. Date: Revlatons Revisions: 4/13/07 Date: 4/16/03 Reds : A Checked By NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS & PARTS LIST : MID-RISE ALUM. PICTURE WINDOW (LG. MISSILE) Visibly Better se kalModa PW-820 s NTS Sheet 5 of 6 Draws Ala 4246 -6 Rer A Robert L. Clark, P.E. PE #39712 Structural WOOD ANCHOR, (SEE NOTE 2) APPROVED 2x WOOD BUCK (SEE NOTE 3) FLANGED TO WOOD CONCRETE ANCHOR (SEE NOTE 1) lh\ APPROVED 1x WOOD BUCK (SEE NOTE 3) A 3.4 KSI MIN. ZW1 CONCRETE 1 7/8" MIN. E.D. 1/4- MAX. SHIM 1 3/8" MIN. 1. n WOOD ANCHOR, (SEE NOTE 2) n APPROVED 2x WOOD BUCK (SEE NOTE 3) n NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4 ". MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 7/8 ". 1/4" . SHIMAXM 1 %8" MIN. EQUAL LEG TO WOOD CONCRETE ANCHOR (SEE NOTE 1) n I " \ APPROVED 1x WOOD BUCK (SEE NOTE 3) A3.4 KSI MIN. A CONCRETE - 1 7/8" MIN. E.D. FLANGED TO CONCRETE W/ WOOD BUCK CONCRETE ANCHOR (SEE NOTE 1) n 3.4 KSI MIN. A CONCRETE • • 1 7/8" MIN. E.D. - a ~ 1 1 7/8" MIN. E.D. FLANGED TO CONCRETE NOTE 1 /4" AX SMHIM . 1/4" MAX. SHIM NOTE 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR CONCRETE ANCHORAGE MAY BE USED. A 1 7/8" MIN. E.D. 1 1 7/8" MIN. E.D. EQUAL LEG TO CONCRETE W/ WOOD BUCK CONCRETE ANCHOR (SEE NOTE 1) n A 3.4 KSI MIN. A CONCRETE 1/4- SHIM NOTE 1 A 1 7/8" MIN. E.R. { -` - " 1 7/8" MIN. E.D. EQUAL LEG TO CONCRETE PRODUCT RENEWED as complying with the Raids Building Code Acceptance No o "ID t{ Zr(,D$ tion Date nil By U ,: MUM Div' Product PROP' . asr Act'!' Exp MinruiLDide Piet Eontrd Alvbioo 2Y. o6 og Rated By: Date: Revisions: Revsd 8y: Data: Revisions: Roved By F.K. 4/13/07 Revisions: A UPDATE ANCHORAGE DETAILS AND NOTES Drawn By: FK Data: 4/16/03 Cheated By: Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SGT_ Visibly Better Description: ANCHORAGE Tier MID-RISE ALUM. PICTURE WINDOW (LG. MISSILE) PW-820 NTS Sheet: Drawing No. of 6 f 4246 -6 Robert L. Clark, P.E. PE #39712