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RC-12-194Miami 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: Square Footage Description of Work Date Issued Occupancy Load Occupancy 395 SQ FT Type 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- 190778 Permit Number: RC -2 -12 -194 Scheduled Inspection Date: May 09, 2013 Inspector: Rodriguez, Jorge Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Infractlo Passed Comments INSPECTOR COMMENTS False 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- 169584. May 08, 2013 For Inspections please call: (305)762 -4949 Page 15 of 28 Pe 101— ii`6( Miami Shores Village 10050 NE 2 °d Avenue Miami Shores, FL 33138 MAY 3 0 2013 II`��so ec1i- I'14 c3 m . May 20, 2013 s to � II: o Re 145 NE 94th Street II D s To Whom it May Concern, rn G Lot and building information: o m o • Lot square footage, as per the certified property survey conducted by 360° °▪ O Surveying and Mapping and dated November 1, 2011, is 12,875 Sq. Ft. • Original building square footage prior to addition was 2,209 Sq. Ft. • New square footage of residence after addition is 2,604 Sq. Ft. PHONE 305.447.1907 FAX 305. 447.1806 www .upstairsstudioarchitecture.cam EMI ld'IWVIW '1S AVMUIW 1686 Feel free to contact us should you require any additional information. Sincerely, I�r Maricarmen Martinez N D.9 0 Y.' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ii, _ CERTIFICATE OF OCCUPANCY/COMPLETION AFT, CHECK LIST .013 Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ,41OCertificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment - original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. oil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, OBackflow preventor certificate (Required on commercial projects only) kCertificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 190334 Permit Number: RC -2 -12 -194 Inspection Date: April 30, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE infractio Passed Comments INSPECTOR COMMENTS False 572/ 9 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 30, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 SI ET RE or V LOT 9, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 LOT 8, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 N (PER PLAT) SCALE: 1" = 20' LEGEND NC UNIT CENTER LINE ELEVATION PROPERTY LINE ABBREVIATIONS A/C = AIR CONDITIONER UNIT CH.L.F. = CHAIN LINK FENCE CONC. = CONCRETE 0 = DIAMETER F.F.EL. = FINISHED FLOOR ELEVATION H = HEIGHT PG. = PAGE P.B. = PLAT BOOK (R&M) = RECORDED & MEASURED LOT 21, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 rr w 0 Lu w ORCH LOT 20, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" �"'•, P.B. 10, PG. 70 CONC. WALK 1f FOUND 1/2"f RON PIPE (NO I.D.) 0 W BLOCK CORNER PROPERTY ADDRESS: 145 N.E. 94th STREET MIAMI SHORES, FL 33138 DESCRIPTION: LOTS 20 AND 21, BLOCK 21 OF " AN AMENDED PLAT OF MIAMI SHORES SECTION 1 " ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: COMMUNITY NO. 120852 PANEL NO. 0302 SUFFIX: L FIRM DATE: 09-11-2009 FLOOD ZONE: X 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 f.3 maa b ' &j. t i�e r niS lb .7 t8 rI t •d tep ' I 14. fu4 1 1 93RP ° c ° LOCATION MAP .00. (NOT TO SCALE) 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. 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. REFERENCE BENCH MARK: N -588 ELVATION: 9.65' NGVD 1929 LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. 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. 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: KIRK WAGAR & CRYSTAL CONNOR 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. 360° SURVEYING AND MAPPING, LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 8356 OSCAR E. = EZ- CUSIDO, P.LS. REGIS " -ED SURVEYOR AND MAPPER NO. 5034 STA OF FLORIDA. 360° SURVEYING AND MAPPING, LLC Land Surveyors - Land Planners 2000 S.W. 83rd Court MIAMI, FLORIDA 33155 PHONE: (305) 265 -1002 ORIGINAL 11 -01 -11 FIELD DATE REVISIONS: 05-14 -2012 UP -DATE SURVEY 1/1 03 -13 -2013 UP -DATE SURVEY JOB NO 9508 - -0721c.2 OB DRAWN JV SHEET Permit Number: RC -2 -12 -194 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 - 169587 Inspection Date: April 30, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Passed �� J Inspector Comments 7 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 30, 2013 Page 1 of 1 U.S. DEAARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY Natiood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Al. Building Owner's Name KORK WAGAR & CRISTAL CONOR Policy Number: A2. Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 145 NE 94 STREET Company NAIC Number. City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 20, 21 OF BLOCK 21 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO 1 PLAT BOOK 10 PAGE 70 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °51'42.32 "N Long. 80°11'39.69'W Horizontal Datum: ❑ NAD 1927 "" NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number 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 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number 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 VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086C0302 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) 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 /Source: BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: Ni 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 A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N -568 Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a) through h) below. =' NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.0 feet ❑ meters b) Top of the next higher floor 12.15 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) W. ❑ feet ❑ meters d) Attached garage (top of slab) N /A. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.35 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.9 g) Highest adjacent (finished) grade next to building (HAG) 10.2 h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N /A. ® feet IS] feet ❑ feet ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Check here if attachments. licensed land surveyor? ►0 Yes ❑ No Certifier's Name OSCAR EMILIO BAEZ CUSIDO License Number 5034 Title REGISTERED SURVEYOR Company Name 360° SURVEYING & MAPPING, LLC Address 2000 SW :3RD CT. Signature City MIAMI State FL ZIP Code 33155 FEMA Fo 086 -0 -33 (7/12) Date 03/15/2013 Telephone 305 - 265 -1002 See reverse side for continuation. Replaces all previous editions. 0..11.13.01N -a 000OV C.00..00000 00.08-0 00 ®y /.9071biV H> 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. 145 N4TH STREET City MIAMI SHORES State FL ZIP Code 33138 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number. SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SECTION C., C.2., e, TYPE OF EQUIPMENT = A/C UNIT SECTION A - A5. LATITUDE AND LONGITUDE FROM GOOGLE EARTH CROWN OF ROAD ELEVATION = 10.13' TWO STORY BACK OF THE HOUSE F.F. ELEVATION = 10.66' Signature SECTI Date 03/15/2013 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 Signature Comments City State ZIP Code Date Telephone ❑ 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 08 —G10. In Puerto Rico only, enter meters. 01. ❑ 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 —G10) 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 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: 010. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 145 NE 94TH ST Policy Number: City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 03/13/2013 FRONT RIGHT SIDE VIEW FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ' ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPOFANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 145 NE 94TH ST Policy Number: City MIAMI SHORES State FL ZIP Code 33138 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 03/13/2013 LEFT SIDE VIEW FEMA Form 086 -0 -33 (7/12) 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- 190335 Permit Number: RC -2 -12 -194 Inspection Date: April 30, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 30, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 To: Re: Address: 145 NE 94th Street Professional Insulators of South Florida FTC Insulation Installation Certificate Date: Lot/Block: Project: December 31, 2012 . ree �Ci 9LjS S. The undersigned hereby certifies that insulation has been installed in the desc 'bed 1. Exterior CBS walls have been insulated with: sway. e ri px up= ty as follows: Spray -on Cellulose Thickness in inches: , Fiberglass Blankets Manufacturer: Fi -Foil X Rock Wool Blankets Aluminum Foil Density: R- Value: R 4.1 Professional Insulators of South Florida, Inc. Rigid Board Insulation Contractor Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: 6.75" Fiberglass Blankets Manufacturer: Knauf Rock Wool Blankets Density: Aluminum Foil R-Valne: R -19 Polyurethane Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 10.375" X Fiberglass Blankets Manufacturer: Knauf Rock Wool Blankets Density: Fiberglass Blown R- Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: Fiberglass Blankets Manufacturer: Spray -on Cellulose Density: Polyurethane R- Value: Other 5. The following have been insulated: CBC1254041 Subko Co 446 f 6, ` .-„ , Competency # Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor By: James F. Biagi PE Consulting Engineer Date: August 21, 2012 RE: Street Address 1454 NE 94th Street.. Miami Shores. FL Permit Number WS -2 -12 -194 Contractor Subko Construction Inspection Performed: Insulation To whom it may concern: I have been retained by the owner to perform a special inspection per Florida Building Code, Broward County Edition, 109.10. I have personally inspected the Insulation on August 21. 2012 and found the work to be in accordance with the approved plans and the Florida Building Code High Velocity Hurricane Zone and all shop drawings, surveys, certificates and product approvals were on site at the time of the inspection. M3007ffw, Very, yours,, , ` _A ! 12, Ames Biag . FL 37467 1915 NE 45TH STREET, SUITE 5107 FT. LAUDERDALE, FL 33308 PH/FAX 954 776 8004 Permit Number: RC -2 -12 -194 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 - 169588 Inspection Date: April 30, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Passed , ��/ Inspector Comments J 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 30, 2013 Page 1 of 1 Date TRULY NOLEN OF' AMERICA, INC. 4474 NW 128 ST. OPALOCKA FL 33054 305 685 7411 Notice of Preventative Treatment for Termites Certificate of Soil Treatment ( Final treatment original ) Crystal Connor 145 NE 94 st Miami Shores F133138 (as required by Florida Building code (Fla.BC) 104.2.6) Address of Treatment or Lot /block of Treatment April 5 10 a.m. Leo Perez Time Applicator Premise WP Imidacloprid 150 gallons Product used Chemical used (Active Ingredient) Number of gallons applied .5% sq. ft. 158 lin ft Concentration Area Treated (square feet) Chapter 2913 - Termite Protection " This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services . Stage of treatment (horizontal, vertical), adjoining slab, retreat of disturbed area) As per 104.2.6 - if soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building *royal. If Ibis notice is for the final exterior treatment,; inilOktiiiite this April 5 2013 S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 190336 Permit Number: RC -2 -12 -194 Inspection Date: April 30, 2013 Inspector: Hernandez, Rafael Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Infractio Passed Comments INSPECTOR COMMENTS False il Passed � Inspector Comments _ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 30, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 e STATE OF FLORIDA DEPARTMENT OP HEALTH 0NSITE SRWAGE TREAT1 1NT BED DIPOSAI S'ltsTEN CONSTRUCTION XIiSPECTIQN AND FINAI. APPROVAL APPLICANT; ;1A. tom. 1a-�'� . PROPERTY ADDRESS: frt. ,J.•.e to ; e'r LOT; BleCCS: SUSDIVISIONI PERMIT NO. Orin 066 c DATE PAIDs FEE PAID e RECEIPT #: PROPERTY ID Ss COMM 121 ]ITEM IN COMPLIANCE MITE STATUTE on R03A AMD MUST BB CORRECTED" r TANS INSTALTrATION €011 mom BUS Eli 1 1021 TANI ffi ssnmr 1 1 1031 OUTLET DEVICE,yam"-- 1 1 1041 ffi1SLTI- [�„ '!! N 3 — [ 1051 OUTLET FILTER [061 Ia o ,C) - ? 3 .0c.�, _ 1 €071 WATERTIGHT es"S C. 3 1 ] 1481 LEVEL 1 1 1091 DEPTH TO LID 1 1 SETBACXS 1271 SURFACE [CATER 128] DITCHES [291 PRIVATE MELDS [3D] PUBLIC WELLS 131] IRRIGATION aims [323 POTABLE WATER 1X1 S 1331 BVILDIN¢ FOUNDATION €34] PROPERTY MSS (35] OTHER DRAINFIELD XNSTA7.[.ATIQS f WILLED / NQVNB STSTEN 1103 [13%sif 4 't2] b JO SQFT • 1 3 [361 DRAD1FIELD COVER (111 DISTRIBUTION E _ ERADER / 1 3 1371 sEcuL 355$ I123 EWER OF DRAIRLINE9 :: A,, ] 1381 SLOPES 1 (39] STABILIZATION [13I [143 (153 (16) (173 (l8] (3.91 t201 (23.3 DI?A73ti ID E S'SPABATION".Zy./ DRAMNLXSE SLOPE DEPTU OF COVER)2 >.+ ADDITIONAL INFOREATION =MICR Moen 3#M , ( 1403 UN 5$TRUCTBD . m SYSTEM ' y' 1413 ST eA� on' t p s e1e /L../af,.. - (423 ALARMS MAINTENANCE PO BOTTOM AREA LOCATION QOlcZORMS WX3'8 FINAL SITE G'; x x7�a cTRACTOR OTHER. FT FT FT PT FT !SU � FT ,• YT FT AGGREGATE 9Ij4 d �►� 1 13 1431 AGGREGATE EX S{Sit FINE 4°i' LY 1441 AGGREGATE DE'PTE„, • I J.- 1451 I 3461 [ - 1471 [ 1 148] FILL / EXCAVATION MATERIAL (22] FILI. AMOd1T 1231 PILL TEXTURE 1243 EXCAVATION DEPTH (251 AREA REPLACED 1261 REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / tsEMAME: 1 3 I [ [ 1 =EMINENT jsk (49] TANK PURIM 4. /i ,d;A (50] ram mom= is =asp 4 /2.R/1 2. c NUTRUcTX ISAMOVBEI) t --� ��,, /� 7fIlIAL 9XBTEi�i /gI89,PFAOFRI?1 :e�"�'�'"� DH 4016, 06/09 (Obsolete; all previous editions wbiob spay rot be used) rucoxporateds 645- 5.003, FAC /`e e�I+ De-04 Ca° vd DATE: (a '2 . -) 2 Page 2 of 3 d9Z: i.0 6 b ZZ adV s 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- 190337 Permit Number: RC -2 -12 -194 Inspection Date: April 30, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Infractio Passed Comments INSPECTOR COMMENTS False Passed / �J 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 30, 2013 Page 1 of 1 H m SiltUCTURAL CONSULTING 6731 SW 63 Court Miar i, FL 33143 May 11, 2012 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Soil Statement Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 To Whom it may concern: Off: 305.669:3247 Fa= 305.669:5065 This letter is to certify that the soils inspected at this site are a mixture of rock and sand and are capable of supporting a bearing load in excess of 2,000 psf for which the approved design was based upon. If you have any questions please do not hesitate to call. Respectfully, PE 63863 STRUCTURAL CONSULTING 6731 SW 63 Court Miami FL 33143 May 11, 2012 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Soil Statement Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 To Whom it may concern: Oft 305.669,3247 ROC 305.669:5065 This letter is to certify that the soils inspected at this site are a mixture of rock and sand and are capable of supporting a bearing load in excess of 2,000 psf for which the approved design was based upon. Fill material and compaction for the proposed pad and spread footings are not required so long as the footings are placed upon virgin soils that are free of organic materials and have been evenly excavated. If you have any questions please do not hesitate to call. 01111I11Ni/ Respec u y, \�\\ � P5 H, LI GO a.",�s' Thomas oe, Pi- 6V363No PE * = +: t :x = - III tu 10 SspsE of 4 / z. 8IONM- �,` `''t111111�`� 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- 169590 Permit Number: RC -2 -12 -194 Inspection Date: April 30, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Passed 5 . - - --- 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 30, 2013 Page 1 of 1 TRUCTU ,. , CONSULTING 673'i S 63 {Court M7ami, FL 33143 April 25, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Statement of Inspection Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Dear Building Official, Off: 305.645.3247 Fax 305.669.5065 I, Thomas Moe, P.E., having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in substantial compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. If you have any questions please do not hesitate to call. Respectfully, Thomas Moe, PE 63863 STRUCTU 6731 5W 63 Court Miami. FL 33.143 January 11, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Masonry Inspection Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Dear Building Official, CON l,_,4LTi - G Off: 305.665.3247 Fox: 305.669.5065 I, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the entire engineered unit masonry including but not limited to: Mortar, horizontal reinforcement, filled cells, columns, beams, lintels, reinforcing steel concrete pour etc., are in compliance with the approved plans and the Florida Building code. If you have any questions please do not hesitate to call. Respec , /8/1/5 Thomas oe, PE 63863 T 1-1 M STRUCTURAL CONSULTING 6731 Sid 63R0 COURT MIAMI, F L 33143 Phone: 305.609.3652 / Fax 305.669.5065 ATRIMMEAL INSPECTIPN LOG PERMIT NO,: CA 2E548 CONTRACTOR JOB NA n,-- Y �1 Ai& T9 S?I • TYPE O? TAB" EC'.3 is FOUNDATION COMM NTS: APPROO ED BY: r _ DATE: TYPE !I' INSPECT[ tN: REINFORCING rp_ i "* CA.. ~ : : , CONIlHE NTS: F .APPRON ED BY L av% DA : . 7 F • CO]B I ITS: - APPROV ED BY: DATE: 'TYPE O Of • INSPECTION: WINIVWS & DOORS �` APPROVED BY : ,rr,44�"',�f ' #►+* _ DATE: COMMENTS: e et t '' ti 8lo /OLOE� • Thomas Moe PE 63863 14 4 Mai 8V1 6861 Ebb 906 XV3 OV :n. 6LOZ /80/10 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Af-a--19'1 Inspection Number: INSP- 189021 Permit Number: PL -6 -12 -1170 Scheduled Inspection Date: April 10, 2013 Inspector: Hernandez, Rafael Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments INSTALL 95' OF NATURAL GAS LINE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 10, 2013 For Inspections please call: (305)762 -4949 Page 25 of 28 A ©® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY) 06/29/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS. °RTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BYTHE POLICIES .OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED tcloPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER MCGRIFF, SEIBELS & WILLIAMS, INC. P.O. Box 10265 Birmingham, AL 35202 CONTACT NAME: (A/CNNo. Ext): 800-476-2211 FAX , No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Zurich American Insurance Company 16535 INSURED Peoples Gas System TECO Energy, Inc. 702 North Franklin Street Tampa, FL 33601 INSURER B :Associated Electric & Gas Ins. Svcs. XL5129401P Self- Insured Retention $1,000,000 INSURER C :LM Insurance Corporation 33600 INSURER 0 : $ 1,000,000 INSURER E : $ INSURER F $ CERTIFICATE NUMBER:YL5N7YFU REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE j SR SUBR POLICY NUMBER (MMIDD/YYYY) (MM!DD/YYYpY) LIMITS B GENERALLIABiuTY — COMMERCIAL GENERAL LIABILITY XL5129401P Self- Insured Retention $1,000,000 07/01/2012 07/01/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ X I CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP /OP A GG $ GEN'L AGGREGATE LIMIT APPLIES PER: 7 POLICY dECT [1 LOC $ B AUTOMOBILE X LABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS r- SCHEDULED AUTOS AUTOS XL5129401P Self- Insured Retention $250,000 07/01/2012 07/01/2013 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accdent) $ $ - B X UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE XL5129401P Self- Insured Retention $1,000,000 07/01/2012 07/01/2013 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 $ DED 1 1 RETENT ON $ A B WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A EWS9318593 -01' XL5129401P 07/01/2012 07/01/2013 II X I ORS LIMITS I IOER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 C EXCESS WC Excess Workers' Compensation EW5 -64N- 004918 -122 07/01/2012 07/01/2013 Each Accident or Each Employee for Disease $ $ 35,000,000 $ $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Excess Liability policy provides insurance in excess of Peoples Gas System's Self- Insured Retention as stated above. WC Statutory Limit is excess of $35,000,000 (insured by Liberty Insurance Corporation) CERTIFICATE. HOLDER CANCELLATION City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1_ -' =' `.•t "` ` Arnon 7r. elnln /ng\ Page 1 of 1 ©1988 -2010 ACORD CORPORATION. All rights reserved. TI. ,. ArnOn 11,..11,.0 •n.1 t,...., .,.., ..,nretnr..a m•,•be ..f Arnvn $EIVE JUN Sf 2012 Miami Shores Village Building Department 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 dauTAi tJdAl %Pc 879 -057 Permit No. P O ®) Master Permit No. Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): Lc �✓e r w e� Phone #: �.�OS�� %S • .�C�Uji Address: /S/S'" 4JC .9V/ c/ City: �ia .++ �' c iii o t c S State: X-C Zip: ...t'v? /JcV Tenant/Lessee Name: Phone#: Email: /f r,,i ..,,.,r- i, Zn l� e c. s4 .z �^ JOB ADDRESS: /YS- /i/6' .9 V ' �•/ City: Miami Shores County: Miami Dade Zip: 73/38 Folio/Parcel #: // — J2() - 0/3 - . 9? Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: e-C 0 /'e �� 4 s ��, s Phone #: (9rV) �'s -079v Address: S-10/ `s'� �t, c Az r Alki City: d`^-, .�a... d.. ,- ci ca. hC. State: /4L Qualifier Name: . . c... S V e C c.4 J State Certification or Registration #: 4r- /6 D.9 Contact Phone #: CyS 9) yyt -0 7 !� i/ Email Address: Zip: 23 3 G Phone#30S) i VO - Certificate of Competency #: Aegvere4.. TreCO at y' GOn'i DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ "Ono Square/Linear Footage of Work: ? s • ew ` ORepair/Repllace / Description of Work: g .14 /l �'k? ej %co t� e/a� 6 fh'c. ,n. e.lw -a.. / 3 4, S .se., -v & c t, 41-, jcs./ -e /Kr A// 9y 44 j31 Type of Work: ❑Address °Alteration °Demolition * **** **** * **** ***** ****** ** * * * ******* Fees***** *. x. x***** *** ** ** *** * * * ******** *** * * ** *** Submittal Fee $ °a� Permit Fee $ r Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 1 a4 10 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 6 y who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC Sign: Print: 4,504.4.: MAX CHAMORRO _.: . : % Commission # DD 930875 Expires Are, ;iv BondedTlwT� 00385.7019 'r/ / My Commi sion Expires: APPROVED BY Signature it i Contractor The foregoing instrument was acknowledged before me this day of , 20 krby who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: 901-7f'1"-. Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk GA JESUS CTQB Construction Trades eiziatyik-IFic;:arci BUSINEC$ Cr:FITCr'IC AT OF GOM'?1F:.-f,4_7:,,' E1608 PEOPLES GAS SYSTEM D B QULIP/NG 'MD.E(s) .• 0014 FUEL TRANS 8. DiTM1 choelo Danwer kievetory t1h e Ooatti • vevostmliamilitec.p-N4,1■1,..7 • • AR » CERTIFICATE OF LIABILITY INSURANCE DATE 07/25/2011 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER MCGRIFF, SEIBELS & WILLIAMS, INC. P.O. Box 10265 Birmingham, AL 35202 CONTACT NAME: PNC No. Extl: 800-476-2211 FAX No): o less: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Associated Electric & Gas Ins. Svcs. COMMERCIAL GENERAL LIABILITY INSURED Peoples Gas System TECO Energy, Inc. P.O. Box 111 Tampa, FL 33601 INSURER 5 :Liberty Insurance Corp. X0521A1A11 Self- Insured Retention $1,000,000 INSURER c Zurich American Insurance Company 16535 INSURER D : $ 1,000,000 INSURER E : $ INSURER F : $ COVERAGES CERTIFICATE NUMBER:EE74Y5HU REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR VINO POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXPO (MM/DD/YYYY1 A GENERALLIABIUTY COMMERCIAL GENERAL LIABILITY X0521A1A11 Self- Insured Retention $1,000,000 07/01/2011 07/01/2012 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (My one person) $ X I CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP/OP AGG $ GEN'L AGGREGATE LIMIT APPLIES PER: 7 POLICY n 78,-- P1 LOC $ A AUTOMOBILE UABILrrY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS X0521A1A11 Self- Insured Retention $250,000 07/01/2011 07/01/2012 COMBINED SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LIAR EXCESS LIAB X OCCUR CLAIMS -MADE X0521A1A11 07/01/2011 07/01/2012 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 $ DED 1 1 RETENTION $ A C WORKERS COMPENSATION AND EMPLOYERS' LIABILrr' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below Y / N N /A EWS931859700 X0521A1A11 07/01/2011 07/01/2012 X I WRY TALIMITS I ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 B EXCESS WC Excess Workers' Compensation EW564N004918121 07/01/2011 07/01/2012 Each Accident or Each Employee for Disease $ $ 35,000,000 $ $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Excess Liability policy provides insurance in excess of Peoples Gas System's Self - Insured Retention as stated above. WC Statutory Limit is excess of $35,000,000 (Insured by Liberty Insurance Corporation) CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) Page 1 of 1 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ROAD°< ( WORK \AHEAD;`' ENV ROAD WORK -N to III . Buffer Space See Table ONE LAKE ROAD AHEAD / DISTANCE BETWEEN SIGNS Speed Spacing (ft.) (mph) A 8 C D 40 or less 200 200 200 100 45 350 350 350 175 50 500 500 500 250 55 or greater 2640 1640 1000 500 The ROAD WORK 1 MILE sign may be used as an alternate to the ROAD WORK AHEAD sign. 505 beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. .«, BE PREPARED TO STOP sign may be omitted for speeds of 4.5 MPH or less. SYMBOLS Work Area Sign With 15 x 18" (Min.) . Orange Flag And Type B Light • Channelizing Device (See Index No. 600) IP Work Zone Sign [J' Flogger Automated Flagger Assistance Devices (AFAD), -With. Gate ,=• Lane Identification + Direction of Traffic BE PREPARED ) \STOP/ Wor • Device Spacing - Tangent See Table 1 Device Spacing -Taper See Table I •l TABLE 1 DEVICE SPACING Speed (mph) Max. Distance Between Devices (ft) Corms of Tubular Markers Type 1 or Type II Barrkades or Vertical Panels or Drums Taper Tangent Taper Tangent 25 to 45 I0 50 20 50 50 to 70 20 50 20 100 GENERAL NOTES 1. Work operations shall be confined to one traffic lane. leaving the opposite lane open to traffic. 2. Additional one -way control may be effected by the following means: 7. Flag- carrying vehicle; 2. Official vehke; 3. Pilot vehicles; 4. Traffic signals. When naggers are the sole means of one -way control, the flaggers shall be in sight of each other or in direct communication at all times. 3. The ONE -LANE ROAD signs are to be fully covered and the FLAGGER signs either removed or fully covered when no work is being performed and the highway is open to two -way traffic. 4. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. 5. The two channelizing devices directly in front of the work area and the one channelizing device directly at the end of the work area may be omitted provided vehicles In the work area have high- intensity rotating. flashing, oscillating, or strobe lights operating. 6. For general TCZ requirements and additional information, refer to Index No. 600. END ROAD WORK DURATION NOTES 1. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if ail of the following conditions are met a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space. d. Vehicles in the work area have high- intensity, rotating, flashing. oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. BUFFER SPACE Speed (mph) Dist. (It.) 25 155 30 200 35 250 305 45 380 50 425 55 495 60 570 65 645 70 730 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used. but not less than 200 ft. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A 1.188 2' OUTSIDE THE EDGE OF TRAVEL WAY. LIST REVISION 07/01/09 DESCRIPTION: FDOT DESIGN STANDARDS FY 2012/2013 TWO -LANE, TWO -WAY, WORK WHTHIIN THE TRAVEL WAY INDEX NO. 603 SHEET NO. 1 PROP. 95' OF 3/4" PLASTIC GAS SVC TO BE DIRECTIONAL BORED LEGEND: TIE IN SVC TO GAS MAI WITH T.T. / E.F.V. R/W — RIGHT OF WAY P/L — PROPERTY UNE C/L — CENTERUNE E.O.P. — EDGE OF PAVEMENT E.O.B. — EDGE OF BUILDING T.T. — TAPPING TEE E.F.V. — EXCESS FLOW VALVE SVC — SERVICE UNE GENERAL NOTES: 1. REPLACE BA THICKNESS OF THE BASE, MIN. 8" AND MAX. 18 2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY—PER AASHTO T -180 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL 5. BASE MATERIAL SHALL HAVE A MIN. LBR OF 100 AND A MIN. CARBONATE CONTENT OF 70% (60% FOR LOCAL STREETS) 6" PL ®. OF C/L SUBJECT i"O CCNIFLIA I E Will ALL FEDERAL STATE ANL, CCIA, {,I{, ADDITIONAL NOTES: R/W C/L 0 25 50 Feet NE 94TH ST 10 5 n 1 EASE OUND WE 0 C 2E ,1 ' , • /4" PE BO RE 6" PE 6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTIUTIES 7. MAINTAIN A MINIMUM HORIZANTAL SEPARATION OF 5' FROM ANY CITY UTIUTIES 8. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" OF ANY CITY UTILITIES SCALE: 11s= a0' HORIZONTAL 1 "2 5' VERTICAL RESTORATION OF ROAD CUT FOR UTIUTY CROSSING I � :S t,EfP§�a T:CrC3 ¢� 'AVM M0i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 12° Iri'1 Inspection Number: INSP- 190777 Permit Number: PL -4 -12 -703 Scheduled Inspection Date: May 08, 2013 Inspector: Hernandez, Rafael Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: POMPANO PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)785 -8010 Building Department Comments ADDITION WIT KITCHEN AND BATHROOM Infractio Passed Comments INSPECTOR COMMENTS False 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- 186039. CREATED AS REINSPECTION FOR INSP- 172625. NOT TO CLOSE UNTIL SEPTIC TANK IS CLOSED May 07, 2013 For Inspections please call: (305)762 -4949 Page 19 of 35 Miami Shores Village Building Department 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 Type: PLUMBING RECEIVED APR 192012 Permit No. PLI Master Permit No. —\ 2 1 gM OWNER: Name (Fee Simple CPI /6 i G� �} �1 Phone# 0 5 �� - Address: ' 15 /U C:. 17 ,� I %' ee T" }t7 City: /Yl; c1/1 5Hor' e_5 state: �[ zip: 3L31J3 Tenant/Lessee Name: Phone#: Email: JOBADDRESS: I Y5 /L'C / Si ee r 2 City: Miami Shores County: f C. Miami Dade Zip: 37,/ 37 Folio/Parcel #: /' Is the Building Historically Designated: Yes 1® NO Flood Zone: CONTRACTOR: Company Name: ,I afill9 Ai Q P/ Ji J ✓x-1,0 Phone#: Y4 e_U9 J$ 4', 33 7, Address: R 2 $ Z,/ S'' V .J City: 04AJJQv) e) /5%Q..e,I state: gi_. zip: g 3O 6 (3 Qualifier Name: d)QYt l f.l ( 1 ir/ P.-1,---1 State Certification or Registration Registration #: Certificate of Competency #: C r (. % 2.6 iv, 6 Phone#: 191 4350 - ©7 % Email Address: l DESIGNER: Architect/Engineer: l//7 7 /tB STdt / ✓ Phone#: 3O5 V1/4017— terti Phone#: QS-4 G'75- 433Z, oat. Value of Work for this Permit: $ /6/ 0 0 0 Square/Linear Footage of Work: (?-5- Type of Work: DAddress DAlteration New DRepair/Replace DDemolition Description of Work: efe/0490.ei } — ii. ®Zee..7'c°i ,z 7X 71/X e S dSco,/G' /'L/ '14 cO e 4{J cs so9157W fr. /)G rP /.v ROO ^t , R/ rd 4-e/eu /P # P'x r`v✓c Submittal Fee $ Permit Fee $, 35 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ UE TOTAL FEE NOW D $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 appr r, . ed and a rei • fee will be charged Signature The fo day of Owner or Agent in trument was acknow Contractor ged before me thidLThe foregoing instrument was acknowledged before me this P7 1 day of It eti. , 20 ] a, by who is personally known to me or who has produced as identification and who did take an oath. w . is personally known to m or who has produced As identification and who did take an oath. NOTARY PUB.IC:-- Sign: Print My Commis: on Expir NOTARY PUBLIC: s Sign: (/ Print My Commission ********** * ***11* * * *** * *0 *0 *0 *00 * * ***sksl *0*0**** Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/1012009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172630 1 Permit Number: RF -4 -12 -704 Scheduled Inspection Date: March 14, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project <NONE> Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile Phone Number Parcel Number 1132060132920 Phone: (305)754 -9892 Building Department Comments TILE AND FLAT Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments [7f-( March 13, 2013 For Inspections please call: (305)762 -4949 Page 4 of 37 STRUCTURAL CONSULTING Oft 305.665.3247 Few 305.669.5065 6731 SW 63 court. Miami, FL 33143 February 25, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Drainage Calculations Kirk Wagar & Crystal Connor Residence 145 NE 94th Street Miami Shores, FL 69 Pi DRAINAGE CALCULATIONS FOR 100 -YEAR, 5 INCH 1 -HOUR RAINFALL EVENT Upper Roof Drainage Approximate Roof Area: Hipped Roof: 651 s.f. Flat Roof: 13.5 ft. x 19 ft. = 256.5 s.f. Parapet: (13.5 ft. + 19 ft.) x 2 ft. high = 65 s.f. Total Upper Area = 651 s.f. + 256.5 s.f. + 65 s.f. = 972.5 s.f. Drainage Types: Type 1: 5" wide x 4" tall rectangular scupper @ 2,243 s.f. projected area Reference 2010 FBC Plumbing - table 1106.7 Type 2: 4" I.D. horizontal scupper @ 1,153 s.L projected roof area each Reference 2010 FBC Plumbing - table 1106.7 Primary Drainage: Consider (1) 5" wide x 4" tall rectangular scupper Horizontal Roof Area Provided = (1) x 2,243 O. > 972.5 s.L, OK Secondary Drainage: Consider (6) 4" LD. scuppers Horizontal Roof Area Provided = (6) x 1,153 s.£ = 6,918 s.L > 972.5 s.L OK Patio Drainage Approximate Roof Area: Porch area: 8.75 ft. x19ft.= 166s.f. Parapet: (8.75 ft. + 19 ft.) x 233 ft high = 65 s.f. Upper Wall projected area = (11 ft / 2) x (19 ft. + 8.75 ft.) =153 s.f. Total Drainage Area =166 s.f. + 65 s.f. + 153 = 384 s.f. Drainage Types: Type 1: 4" wide x 2.5" tall rectangular scupper ® 897 s.£ projected area each Reference 2010 FBC Plumbing - table 1106.7 Type 2: 4" I.D. scupper @ 1,504 s.f. projected roof area each Reference 2010 FBC Plumbing - table 1106.7 Primary Drainage: Consider (2) 4" wide x 2.5" tall rectangular scupper Horizontal Roof Area Provided = (2) x 897 s.f. = 1.794 s.£ > 384 s.£, OK Secondary Drainage: Consider (3) 4" I.D. scuppers Horizontal Roof Area Provided = (3) x 1.153 s.f. = 3,459 s.f. > 384 s.f?„ OK 1106.7 Scupper sizing. Scuppers shall be sized in accordance with Table 1106.7. TABLE 1106.7 SIZING SCUPPERS FOR A 5 INCH PER HOUR RATE OF RAINFALL Scq pear i v\-vLif( S of tv1 4 411"b€14 5c_viaptie` Miter) 1-719- -t�Z 224.k �' rs 5c- �' --� I Z. 5 t ` " x sc_qp-e.tr viktk . s -co cove ettivai iay% crC HORIZONTALLY PROJECTED ROOF AREA (SQUARE FEET) HEAD IN INCHES LENGTH OF WEIR IN INCHES 4 6 8 12 16 20 24 1 230 346 461 692 923 1153 1384 2 641 961 1282 1923 2564 3205 3846 3 1153 1730 2307 3461 4615 5769 6923 4 ( 794 2692D 3589 5384 7179 8974 10,769 Scq pear i v\-vLif( S of tv1 4 411"b€14 5c_viaptie` Miter) 1-719- -t�Z 224.k �' rs 5c- �' --� I Z. 5 t ` " x sc_qp-e.tr viktk . s -co cove ettivai iay% crC '^�-�~--~~-~. 24 NE BA MAT � EAST ELEVATION 5.1)0410Atte) (&) ) i ►1� ON ■ ■ ■' ■ ■■ NO 11111 MI NM 11111 ON N■ ��■ 11111 ON AIM AIM NORTH ELEVATION Jun 18 2012 12:05PM t5; rOL*-P—N—ICEj 941 - 497 -6325 p.1 CERTIFICATE OF LIABILITY INSURANCE cotD r DALEY -1 06 18 MATT INFORMgTIQ DATE (MM1Du/YYYy) THIS C IFICAT IS 18 ED AS A M ONLY ANC CONFERS NO RIGHT!! UPON THE CERTIFICATE HOLDER. THE COVERAGE AFFORDED CERTIFICATE BY THE POLICIC 8 OR BrowA In*uranae Ina. 19'72 Tatmiami Trsjl S . Suite C Venice FL 34293 prone: :941- 493 -1886 'ax:941 -497 -5325 IN1URED 32141 '1'I;N9�R�C MIAMI SH 3 EMI J4130 COVERAGES INSURERS AFFORDING COVERAGE INSURER A: INSURER B: NAIL I! mow te70= IYQStRAN Z pp, 10657 INSURER C: INSURER a: INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURES NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NQTWITHBTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT DR OTHER DOCUNIENr WITH RESPECT TO WHICH THIS DERTIFICATE MAY DE issuer OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDfT10N8 OF SUCH TAIERAWL POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR 'NERD A TYPE OF INSURANCE oENERAL LIANILITY R CCMMEncIAL GENERAL LIABILITY OLAIA4S MADE X OccuR POLICY NUMBER DATE iNIWDtRM 80 021111- 3 anti- LIMIT APPLIES PER: R I_POLICY n ja n MO AUTOMO iL! LtA%ILIWY ANY A1JTI} ALL OWNED AUTOS SC14101 4E0 AUTOS HIRED AUTOS NON -OWNED AUTO, GARAGE LIABILITY ANY AUTO 06/19/12 Nif mmtr RyYYYI 06/19/13 UNITS EACH OCCURRENCE PREMISES (EaaoNealr.p, ) a 500 000 MED EXP (Any one pern) a 50,000 slincluded PERSONAL & ADV INJURY x500,000 GENERAL AGGREGATE PRODUCTS - COMPIDP AGG 11,000,090 s 500 000 COMBINED BINDLE LIMIT (Ea aaaltlant) BODILY INJURY {Pe (semen) BODILY INJURY (Per .Patera) PROPERTY DAMAGE (P•rladdany EXCESS/ UMBRELLA LIARILrrY OCCUR P1 CLAIMS MADE DEDUCTIBLE RETENTION $ WORk COMPENSATION AND EMPLOYERS' LIABILITY Yt N ANY PROPRISTOR/PARTNERJEXECUTIVIT i OFFICEWMEMSE EXCLUDED? ((My�ensdamory In If PROVISIONS below OTHER AUTO ONLY -EA ACCIDENT • OTHER THAN ALRO ONLY: !AACC AGG EACH OCCURRENCE AGGREGATE S S I WC ITORY I,JMITS (}ER El. EACH ACCIDENT S E.L. DISEASE- EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIC tLOCATIONStVVHLCLES/ EX CLUSIONSADDEDEYENDORSEMENT JSPECIALPROI5IOJy5 ROOFING CONTRACTOR STATE OFF 1LQgIDA. DANIEL DALEY LICENSE # CCC057190 CERTIFICATE HOLDER VILLAG$ OF MIAMI SHORES 305- 756 -$972 20050 NE 2ND AVENUE MIANIZ SHORES F 138 ACORD 26 (200#101) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDFAvoRTO MAIL 30 CAY9 WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED ro THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBuOATION OR LIABILITY OP ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORISED eBros n A0283 1986.2009 ACORD C RFORATION. All rights reserved. The ACORb name arid logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (01 (al a—PAI INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. i PERMIT APPLICATION FBC 20 Permit Type: BUILDING OOFIIIG OWNER: Name (Fee Simple Titleholder): I WR 6014-# Phone #: Address: � 1Ve- City: I / State: Tenant/Lessee Name: Phone #: Email: Master Permit No. 12-C---1. 2 -- t JOB ADDRESS: J4 € it E744 City: Miami Shores County: Miami Dade Zip: X31 Folio/Parcel #: Ls the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: A it (-1 A) 6 'AX,-- Phone #: 761/ /t/-2_, Address: 11 O,F: l O LP %'r City: U r P9711 k � ii S 04--E State: 2(..- zip: 53 i Qualifier Name: ^ b ■41-4 -0/ Phone #: State Certification or Registration #: S '7 /ID Certificate of Competency #: Contact Phone #: S ISM 2( Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ SO D O Square/Linear Footage of Work: 7 Type of Work: OAddition ❑Alteration ut,Few URepair/Replace ODemolition Description of Work: & P 81 0t ) al s .57� OA) ii/CDO r- -itoor 5 * * *** * *1. ,.- ** ** ** * ** * * * * * * ** ** ** * * * * ** � 0 * m x 4 * * * * ***** * *** *�x Submittal Fee : <_ Permit Fee $ 3 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ,2 G', 2 . 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 . r. rove % and a reinspection fee will be charged. Signat Owner or Agent ,1 The fore oing instrument was acknowledged befo me this �•(� The foregoin insment was acknowl ed bef day of P�rt,� , 20 Q , by IL"( k W° A)0,50( day of , 20 Y who is ersonally known to me or who has produced As identification and who did take an oath. Contractor NOTARY PUBLIC: Sin" n: - - - Print: t,04A h6 .� My Commission Expires: APPROVED BY 61./W61---Plans Examiner e or who has produced as (identification and who did take an oath. NOTARY PUBLI Sign: Print: My Co ssion Expires: r..,. ZZ S.► #EE*68X ►ii" Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Y Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: /g--101-- DATE: '`-'� J I, PA-rytAqii- Contractor o Owner �� o Architect (� DO O her) Address: ¶ 43 4er�jrO colon/Jill 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. ethit (4— Acknowledged by: PERMIT CLERK INITIAL: d-= RESUBMITTED DATE: PERMIT CLERK INITIAL: )/•• gc, 05/24/2012 10:40 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO 2586 RECIPIENT ADDRESS 93057549852 DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT 05/24 10:33 06'30 1 OK Permit No: 12-704 Job Name: May 23, 2012 iam hores 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) Section C for the flat roof over concrete does not match the product approval. The product approval requires primer and asphalt for base sheet bonding. 2) Identify the sections for each section C on section B.(which roof is concrete?) 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 305-762-4859 PERMIT #: - 7011 I, sag Q f-.. at,Contractor o Owner o Arc MiamiShores Building uilding Department RECEIPT DATE: C 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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: PERMIT CLERK INITIAL: Permit No: 12 -704 Job Name: May 23, 2012 Miami Shores Village 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 1) Section C for the flat roof over concrete does not match the product approval. The product approval requires primer and asphalt for base sheet bonding. 2) Identify the sections for each section C on section B. (which roof is concrete ?) 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 - 762 -4859 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Miami Shores Village APPROVED BY ZONING DEPT Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Applice-I EPT DATE ‘eff-67 Section A (General lnforrnatiio faxoT TO COMPLIANCE WITH ALL FEDERAL >� ® j� t 7 L STATE AND COIJNTY RULES AND REGULATIONS Master Permit No. Process No. contractor's Name 00;94.671 ecoo6w6 JAJC. Job Address /'/ ❑ Mechanically Fastened Tile 124 rtaHAdhesive Set ❑ Metal PaneliShingles ❑ Wood ShinglesSha RECEIVED 2. 2U12 ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Reroofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 3 Steep Sloped Roof Area (SF) g=90 Total (SF)a 0 Minn R (Rnnf Plan) Sketch Roof Plan: Hlustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets• t 1' 9of SVcoRy FLORIDA BUILDING CODE — BUIL.DING ROOF ASSElMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: f v J Section C (Low Slope Aoniication1 Fill In specific roof assembly components and identify manufacturer (if a component is not used, identify as "NA ") System Manufacturer. Product Approval No.: 0 4- Oo V , 0) Design Wind Pressures, From RAS 128 or Calculations: Pmaxi: Pmax2: /1' Prnmx3•, / 3)' V Max. Design Pressure, from the specific Product Approval system: Type: 67ff f y wr9on Gauge/Thickness: Slope: r AnchorBase Sheet & No. of Ply(s): AnchorlBase Sheet Fastener/Bonding Ma Deck: Insulation Base Layer. Base Insulation Size and Th Base Insulation Fes nlonding Material: Top Insulatio yen Top Ins " Von Size and Thickness: To nsulation Fastener/Bonding Material: .,� ..we:y Base Sheet(s) S No. of Ply(s). I' PL• # - — t91rr lrtnasteL a r sss dlnp r / itida Ply Sheet(s) & No. of Ply(s): 'V/#9 Ply Sheet Fastener/Bonding Material: Top Ply: i2-0 j51 E1LC l b 170 Fes' Top Ply FastenerBoir • n 1 FLORIDA BUILDING CODE — BUILDING Fastener Spacing for AnchorlBase Sheet Attachment Field: G� �a //o��c @ Lap, # Rows __2.." oc Perimeter. " oc @ Lap, # Rows @ a oc Corner. to "oc @ Lap, # Rows 7 @ " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone uniform Permit Application Form. Section C (Low Slope Aonlicatlon) Surfacing: 4i9 FM in specific roof assembly components and identffy manufacturer (ff a component Is not used, identify as "NA ") System Manufacturer. G Product Approval No.: t d Design Wind Pressures, From RAS 128 or Calculations: PatentPatent t V! /A i 2-Pmaitt d (d' Pmax3: '% 2`/, 3 Max. Design Pressure, fropitpe specific Product Approval system: oG7k2 Deck: Type: e-avvcv- GaugeIThickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Insulation Base Layer. Base Insulation Size and Thic Base Insulation Fasten ding Material: Top Insulation Top Insul , on Size and Thickness: Top ulation FastenerIBonding Material: Base Sheet(s) & No. ofPlPly(U s) �&Me I {� )' f Top Ply: Top Ply Fastener/Bon , Material: FLORIDA BUILDING CODE —BUILDING Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter. " oc @ Lap, # Rows ! " oc Comer " oc @ Lap, # Rows " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Mustrate Components Noted and Details as Applicable: Woodbioddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Parapet Height 111,4i0I FT Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Ser_tinn 11 (Steep Sloped Rnof System) Roof System Manufacturer: ,9Z�-74$4 Notice of Acceptance Number: O,7_ owl, e,s-- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations A: '''/7, (' P2: `e®. % ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Arttion F (Tile CAirulations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr. with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" j�i r / (Pt %,1��Q x �; ��,�j /- M. �1a3/� Mrl (G/"� � � Product Approval Mf '�' � (P2 ix 2. .411 gal- Mg 5' 51= Ma /��' Product Approval Mf. ✓ a .7 (1)3/(X X r �" /�) - Mg:�' 36.m„/Y7 Produce Approval Mf 3g. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below ✓_,g Product Approval Mf ✓ ' Mean Roof Heigh -' Roof slope y 15' Mr required Moment Resistance* 20' 26' 30' 40' 2 :12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26A 2R.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127 (P1: x = xw:= ) -W: x cos 0 =Fri (P2: x = xw : =, ) -W: (P3: x L x w• _ _) - W: x cos 0 =Fry X cos 8 = F., Product Approval F' Product Approval F' Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Reunited Moment Resistance M8 Calculated Minimum Attachment Resistance F. Product Approval Reunited Uplift Resistance Fr Calculated Average The Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING To: IVI iami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: £v, 6)/47C., Property Address: 14c q4 ST" Roofing Permit Number: l Id `f. Dear Building Official: Date: 3/61/Z_ I %dim M91-61/911-' certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Print Name t f J State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this S+ \ day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose rovding that the roof system meets the wind resistance and water instruction performance standards. of Aesthetics (appearance) are not a consideration with respect as color or architectural appearance, that are not part to zoning workmanship hou d provisions. be addressed as part rs of the agreement between the owner and the contractor. • - Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). "Common roofs: Common roofs are those which have units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed • .74°L) Exposed Ceiling: Exposed, xposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; penetration of the underside of the decking may not be acceptable. This pds the option f of maintaining nail appearance Ponding water: The current roof system and/or dec.k of the may not drain cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of ell structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed.. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be accordance with the requirements of Sections R4402, R4403 and 4413.rnstall overflow scuppers in • V .� Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced; ,, beneficial to consider additional venting which can result in extending the service life of the Own Ag ""` gnature Revised on 7/9/2009 to Contractor Signature Date t MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77th Avenue Miami, FL 33166 M IAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1).. 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 net 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 of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile 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. Failute 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 1Vlia mi Dade Comity, 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 renews NOA #06- 07(6.(9 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 091905 Expiration Date: 12/16/12 Approval Date: 12/20107 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system using Altbsa One Piece 5' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufadared by Anulicant Altasa One Piece 'S' Tile Trim Pieces Clip Clip Test ailitEIPM Spedflc .§ L =181/x" W = 10.5" 1/2" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D= 0.125" L &h = 2" W =1" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Aaencv MBA Consultants, Inc. The Center for Applied Engineering, kw. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Product Description TAS 112 I3igh profile clay roof tile. For direct deck or batten nail -on, near set or adhesive set applications with minimal headlap of 2-1" TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #1VMDC 78 MTS 520649 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test NameReuort D. ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain ' Oct. 1994 TAS 100 TAS 102(A) May 2000 NOA No.: 07- 0919.15 Expiration Date: 12116/12 Approval Date: 12/20/07 Page 2 of 7 test Agencv PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifter CLF- 003-02 -01 7161-03; Appendix III 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25- 7848 -6 October 2001 Dec. 1991 Dec. 1991 Aug 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0919.05 Expiration Date: 12/16112 Approval Date: 12/20/07 Page3of7 Table 1: Average Weight (W) and Dimensions (ix w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (It) Musa I' Tile 6.9 1.52 0.875 Table 3: Restoring Moments due to Gravity - Mq (ft-Ibf Tile Profile Table 2: Aerodynamic Multl iers - A. (ft) 4°; 12° Tile Profile 6 °:12° I. (ft) Batten Application 0.253 x(ft) Direct Deck Application 0.274 Mee 'V Tile DID Deck Battens Table 3: Restoring Moments due to Gravity - Mq (ft-Ibf Tile Profile 3 °: 12° or less 4°; 12° 5°: 12° 6 °:12° 7°:12° or greater Altusa Si Tile Battens DID Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" Plywood) Battens Musa 'V Tile 2.10d Ring Shank Naffs 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nall 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 92 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 582 28.8 1 -10d Smooth or Screw Shank Nail (Field COp) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See dip details) Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 NIA Altusa "S" THe' 1 Screw with clip (at the water course of tile) 35.2 35.2 NIA 1. Screw must be installed In the Inskkr nail hole located nearest to the hump of theft NOA No.: 07-0919.05 Expiration Date: 12116112 Approval Date: 12/20/07 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -WO for Two Patty Adhesive Set Systems The Application TI Profile Altura `S' Tile Minimum Attachment Adhesive 2 See manufactures component approval for installation requirements. 3 Fleedbie Products Company TileBond Average weight per patty 1 0.7 grams. Polyfoam Product, Inc. Average wekht per patty 8 grams. Resistance 29.3' Table 7: Attachment Resistance Expressed as a Moment - Mr (ft -Ibt) for Single Patty Adhesive Set Systems Tile The Application Til Profile Altusa'5' Tile Minimum Attachment Polyfoam PolyProTM Resistance Polytoam PoIyProTM 4 Large paddy placement of 63 grams of PotyProTm. 5 Medium paddy placement of 24 grams of PolyProna. 66.5` 38.3 Table 8: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Musa 'V Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". * * * aLnEa MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA'S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07.0919.05 Expiration Data: 12(16/12 Approval Date: 12f20/07 Page 5 of PROFILE DRAWINGS ALTUSA 4S' CLAY Roo TJLE CLIP DETAILS "SPANISH S" TILE BY AL (i') 2-1/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE RISDE HOLE NEAREST TO THE HUMP OF THE TKE ECK CUP WITH ONE (1) SCREW ATTACHED TO DECK CUP NOA No.: 07-0919.05 Expiration Dot= 12116/12 Approval Date: 12/20/07 Page 6 of 7 CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 1/20/07 Page 7 of 7 MIAI 4E DE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI DADE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code. DESCRIPTION: Polyglass Polystiek Underlayments 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 revises NOA # 11 -0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateiorv: Roofing Sub- Catesory Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 APPROVED 1 Dimensions Roll: 65'8" x 3'3-34" 60 mils thick Roll: 65' x 3'3 -3/8" Or65'x3' 60 mils thick Roll: 32'10" x 3'3 -3/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'3-3/8" 60 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self-adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self- adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self- adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04105/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. :C-TITTir 0.1 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 PR101111 PUSA -005 -02 -01 PUSA-018-02-01 PUSA -035 -02 -01 PUSA -033 -02 -01 PUSA -055-02 -02 PUSA -083 -02 -01 PUSA -089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103 /ASTM D4798 & G155 TAS 110 /ASTM D4798 & D1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non-insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3' 1/2z and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof file systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU P may be used in loth adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus, 'TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 6 Roofing Tiles (6 Max. Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 1 APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 W' /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 M COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 MIAMI -DARE COUNTY PRODUCT CONTROL BECT1ON 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.govibulldion/ 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 Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and otter 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 Section (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 Section 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 of the Florida Building Code. DESCRIPTION: Polyset® One Roof Tile Adhesive LABELING: Each unit shall bear a permanent label with the manufacturers 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 cumber 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 attire 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 renews NOM 09-0622.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1112.05 Expiration Data 0116 Approval Date: 01/06J11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof file adhesive Materials: Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product INinswina Product Descrintlon Polyset® One Factory premixed canisters Single component polyurethane foam roof tile adhesive. MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test AEencv Southwest Research Institute PRI Construction Materials Technologies, Inc. Igfd ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Resin 1.951bs/ft.3 7.8 psi 15 PSI Parallel to rise 4.6 LbsJFt2 1.94 Perm / Inch +0.89% Volume Change @ 700 C., 2 Weeks 54.1% Teat Identifier Test Naipe/Reuort 01-1208 -025 ASTM E 108 FOP-009-02 -10 Physical Properties FOP-009-02 -01 TAS -101 FOP-009-02-02 TAS -101 FOP- 009 -02-03 TAS -101 FOP- 009-02 -04 TAS -101 FOP-009 -02-05 TAS -101 06/k 12/14/10 11/8/10 11/4/10 11/8/10 11/8/10 11/8/10 NOA No.: 10-1112.05 Expiration Date: 01/13/16 Approval Date: 01/06/11 Page2ofS LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and high tie profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyset® One roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W F'— (!) MS INSTALLATION: 1. Polyset® One may be used with any roof tie assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polymt® One shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tie assembly's adhesive attachment with the use of Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating instruction and Maintenance Booklet 4. installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, lnc. 3. Pressure treated wood filler block shall be required on all save course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. !APPROVED NOA No.: 10-1112.05 Expiration Date: 01/03116 Approval Data: 01/06111 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. AUI IESIVE PLACEMENT DETAILS PLACEMENT DETAIL # 1 PPRGVEQ NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06111 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CoNTINuto) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01!06/11 Page 5 of 5 1 A MIAMIO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUII.DINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RIIBEROID®Modified Bitumen Roof System for Wood Decks. 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04108/09 Page 1 of 31 l s Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non-insulated Deck Description: '9I" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®NonAsphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"' Nallable, RUBEROID® Modified Base Sheet, RUBEROBI)® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WekdrM Smooth or RUBEROID® SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS® Ply 4, GAFGLASe Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation 1M GAFGLAS® Ply 4, GAFGLAS Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Dill -Tecm steel plate or Drill-Teem AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure S2.5 psi, See General Limon #7) GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure - 60psf, See General Lion 1M GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" brill -TecTM steel plate or Drill-Teem AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" oc. in the field of the sheet. Ofaxbnafts Design Pressure - 60psi; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General 1M NOA No.: 09-022t01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 Ply Sheet: Membrane: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecT' 1112 standard, 014 or # 15 Screws and 3" Drill -TecTm steel plate or Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (Maximum Design Pressure -75p46 See General Lim on #7) (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat-Web-1w Smooth or RUBEROID® SBS Heat We1dTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex P1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof MatchTM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR, RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat We1dT' 170 FR, RUBEROID® EnergyCapTM SBS Heat WeldT' Plus FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat WekdTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leek Buster"' MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLASe Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. 3. Leak Buster"' Matrix 303 Premium Fibered Aluminum Roof Coaling, at 1.5 gal./sq. 4. Leak Buster"' MatrixTM 715, Leak Buster"' MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal/sq. 5. Leak Buster"' Matriirm 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: APPROVEL See Fastening Above NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 'M 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Y," Dens Deck or 3/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 pst 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE FPROV'ED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 1 CI U ,R 1306 - Roofing System Primers -m "Fire Our applied at 1 "00/100-11". Brads swat, m one ply Type G2 "GAf L.AS #75 Boat Shale", or "I"n -Ply X75 DOW Sheet ", mnchan+catly fastened. Membranes p- "Ruber'otd Torch Granulei' cr "Robered Torch Granule 1 or "Ruberoier Torch Granule Pies" or "Rubri•:oid Torch PR" heat fused. Page 14 O:' 48 50. Doaki C -16/32 1nefh s 1/2 Primer: "- "Fire Out" &pelied at 1- 0aI /100•fr^. Base I Psve4a -- Una ply Type 02 "O•'AFGLAS z475 Base Sheet", or 'Tri "Pty #75 Base Sheet", iri Chanlcally fuotooud. Ply Shoot (Optkrr+af)t "- One ply Typo G1 or Type 02. mechanically fastened, Membrane! — "Ruberoid Torch Granule "9r "auberold Torch Granule bbr "ft ub. a4! Torch Granule plus "er "Rubereid Tercil PR" heat fused 51. Decks ?4C incline: 1/2 Insulation (Oetlezrraljs e- Min 1/2 in. woad f(b r, mechanically fastened. Blip giant (Opkienrat)i -w 1 ply "StormSafe" mechanically fontanel'. ea Sheets — One ply 'Liberty SOS Self-Adhering floco/PIY Shoot" or "Ruberotd SA Base /Ply Sheet" Eaif adhered, Mteserbranei One ply "Ruberohi 589 Heat Weki 170 FR` or "Rube -old 30 PR" or'riuberold bnergyCap 51% 30 FR' or "fsubesrold SB5 Heat Weld Phis PR" hairt fused. 52. neck: C -Y0/33 Inane; 1/2 inetttlatiers (Optional)* — Any W. Classified, any th'cknosa, reacher: sally fastened. tl'arrior Board; — rninirrturn b /3 -in. tnick gYPCialt board or minimum 1 /4..in. thick G -P Gypsum Corp "r)ensbeck ® Roofroard" or "DeosCreck Prima€) Roolboord" or "Denstsoek DuraGtrard 'r' 2oafboard" mechanically !listened. Name e Sheet — One ply "Liberty $11$ SAM Adhering Base /PM Sheer 9r "Ruberoid SA Base/Ply Shat" self adhered. Meimfrrasset — One !sly "Rubetoid SOS Pleat Weld 170 PR" 0" "rtubelnid 30 PR" Or "ftuberald HnergyCap Slit 30 PPe tr "1ubbrold Sl 5 Beat Weld Pion PR" hest fused. 5:1 Deck: i'C tricilnet Printers w "Fire Gut' aPpfiacl At .- gaV100 -ft2. Sursei Sheeet (©p@lun*i)t "< one HMI' "LIbr3stV MA Base Sheet", remsl:anicaliy lactaned. Ply !Meet; — One ply " Lfavrty SOS Self- Adhering Base/Ply Sheer or "Ruharnld 5 A fimsa/Ply Sheet" rr®if cohered Cris 91NS'cst; "" One ply "Liers'/ PR SOS Serf-Adhering PR Coo Shunt" or "Ruberc i SA Cep FR Snot" self adhered. sib. genie: C -15/32 lnadfai i 1/2 Primer: * "Fire rout" adored at 1- gal /." =004t . Slip Sheet (apslrsnel)a — 1 ply "Story »Sane" mechanically for onetl. Base $Bees* (Optional); -•- Pam ply "Liberty MA LLeso :Fearer, r..tcitenic Ily fastened. Pty Sheets Ono pty "Liberty SUS Self- Adhering E aun/Ply Sheet" or "Rubsreid SA Base/Ply Sheet" self riuhered. cep sheet; — one ply "Liberty pc* 5 $ SO-Adhering PR Cap show or "Etubcrnid SA Cap It Peat" sttlf adhered. 55. 0t h; Pit Wanes nets 1 lisisi talinn (Optimal): •-- Partite, fiber groan, polyh;ocyanur ate, urethane or pante /pol'i hieryarrursti eomposito, off t 6 -in, from joinla. Uftee Sheet: -A One or more plate Type G2 "GAPGLAs #76 dose sheet ", or "Tri -Ply 075 !sale Sheet', or Type G3 "Cifsl?GIAS Mineral Surfuctsd Cap $heel ", or'Trl -(sly Mineral Surfaced Cap Sheet ", hest mopped or mechonicathr feestcned. Ply sW'Isesit (Optional): One or more piles Type at, hot mopped In pine Membrane, — One oly "rlubeeold Torch ;5ira soth' e r "ftubereld Mop Smooth ". P'derrsk+s'rrn®; "," Os* ply "Q+abe" old Plop Pit". 56. Sara MC Inclines 1 Irssalatiots (Optional), PPlykacynnureto, .neod fiber, partite, glass Cher, any thicknt:tot, hot mopped or merhnnrenily tentened Basta Sheets — One or more piles Type G2 "GrA,frCal #73 Baez }sheet', or "TrI -Ply 7t75 Fiona Sheet", maenanically raatr.9ad. Ply $Beet s — One or :Toro peep "Ruberuid 20". het mopped in pleat Pionabrenar — One ply "Ruberoid SBS Wes? Hjeit alums - rtL`a- $ to t•t1s!rzld,l firtrhe :g wok led sn omen, 57. Decal C-A 5 /32 • incline; Beath t heett — Two er reore, plteo Type Ga "GAR: LAS rt7S Boo* Sheet" or "Tri -Ply a"?fl Brow/ Sheer, mechanically learned. Mnrntarranert w• One ply "Ruborukt SB5 front Weld Plus FR" cr "Rutrerord SOS Heat Wald 170 FR" heat welded 119 plasm. r S MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROIDD Modified Bitumen Roof System for Concrete Decks. 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 revises NOA No. 08- 0108.06 and consists of pages 1 through 36. The submitted documentation was reviewed by Jorge L. Acebo APPROVED NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 1 of 36 Membrane Type: APP Deck Type 31: Concrete Decks, Non - Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Base sheet adhered with approved asphalt. All General and System Limitations shall apply. Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATE', GAFGLAS® PLY 4, GAFGLAS® F1exP1yT' 6, RUBEROID® Modified Base Sheet or RUBEROID® 20 directly to primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbssq. (Optional, required if used with RUBEROID® 20) One or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyT' 6 ply sheets or GAFGLAS® #80 ULTIMA' Base Sheet. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbssq. Membrane: One or moreplies of RUBEROID® Torch Smooth, RUBEROIDe Torch Granule, RUBEROID Torch Plus Granule, RUBEROID® Torch FR or Roof MatchTM APP Granular. Torch applied according to manufacturer's application instructions. (Optional) Install one of the following: 1. Gravel or slag applied at 4001bsfsq. and 300 Ibsisq. respectively in a flood coat of approved asphalt at 60 Ibs sq. or applied in a flood coat of Leak Buster" Matrix" 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. 3. Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster"' Matrix"' 715, Leak Buster"' Matrix"' 322, TOPCOAT® MB PLUS, TOPCOAT® FireShield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCot•® roof coating applied at 1 to 1.5 gal /sq 6. TOPCOAT® Surface Seal, TOPCOAT® FireShield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq. 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes Maximum Design Pressure: -236 psf (See General Limitation #9) NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 0215109 Page 29 of 36 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect;, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for he ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf; 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida regime Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within the NOA, General Limitation #7 will not be appllcable.) 10. All products listed herein shall have a quality assurance audit in accordance withthe Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE ,Ps'DO`dE_C : NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25109 Page 36 of 36 TGFL).R1306 - Roofing Systems http: / /database.ul.comlcgi- bin/ XYV /template/LISEXT /1FRAME/sh... Surfacing: — Gravel, 400- tbs/100 -ft2, loose laid or applied M a flood coat of hot roofing asphalt. 2. Dedc NC IncSne: 1/2 Base Sheet (Optional): — One or more piles Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberold® Torch" (Smooth or Granule) or " Ruberold® Torch Granule Plus" or "Ruberold® Mop" (Smooth or Granule) or "Ruberold® Mop Pius Granule ". Coating: — " Karnak No. 97" applied at 1 g to 3- gai./100 -ft2. 3. Dedc NC Inane: 1/4 Insulation (Optional): — One or more layers petite, wood fiber, glass firer, any thickness. Base Street (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more piles "Ruberoki® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberoki® Mop Granule" or "Ruberold® Mop Pits Granule ". Coating: — "Karnak No. 97" applied at 1F1 to 3- gaV100 -ft2. 4. Dedc C -15/32 Inane: 1/2 Insulation: — One or more layers petite, glass fiber, tmNisocyanurate, urethane, perilte /poiylaocyanurate composite, perHte/urethane composite, phenol, 1 g -in. minimum thickness (butt joints staggered a minknum of 6-in. form plywood deck butt joints). Base Sheet — One or more pies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type 61. Membrane: — One or more plies "Ruberoki® Torch" (Smooth or Granule) or " Ruberold® Torch Granule Plus" or "Ruberoki® Mop" (Smooth or Granule) or " Ruberodd® Mop Plus Granule." Surfadng: — "Karnak No. 97" applied at 1B to 3- gaV100 -ft2. 5. Dedc NC Indira: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberold® Torch" (Smooth or Granule) or " Ruberodd® Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gaV100 -ft or Grundy Ind. "20 F Emulsion" applied at 3- gal/100 -ft2. 6. Deck: C -15/32 Imam 1/2 Insulation: — One or more layers perilte, glass filer, it -hi. minimum, pofylsocyanurate, urethane, pertlte/potyisocyanurate composite, pedlte /urethane composite, 1 g in. minimum. Base Sheet (Optional): — One or more pis Type Gi or Type G2 or Type G3. Membrane: — One or more plies " Ruberodd® Torch" (Smooth or Granule) or "Ruberotl® Torch Granule Plus" or "Ruberold® Mop" (Smooth or Granule) or "Ruberold® Mop Pius Granule." Snuffing: — Gravel. 7. Dedc C -15/32 Indite: 1/2 Insulation (Optional): — One or more layers petite, wood fiber, glass fther, poytsocyanurate, urethane, perlite/polyisocyanurate composite, perte/urethane composite, wood ftber/potyisocyanurate composite. Base Sheet —Tyro or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type 61. Membrane: — One or more plies "Ruberold® Torch" (Smooth or Granule) or " Ruberold® Torch Granule Pins" or "Ruberold® Mop" (Smooth or Granule) or " Ruberod® Mop Plus Granule." Srofad ng: — 'Karnak No. 97" applied at 18 to 3- gaV100 -ft2 or gravel 8. Bede NC Indite: 1/2 Insuiatiotu — One or more layers petite, glass fiber, R -in. minimum polytsocyanurate, urethane, lerAte/potyteocyanurate composite, perlte/urethane composite, 1 R in. mtnknum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more piles " Ruberod® Torch" (Smooth or Granule) or " Ruberod® Torch Granule Pkrs" or " Ruberod® Mop" (Smooth or Granule) or " Ruberoki® Mop Pius Granule Sutfadng: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2- gaV100 -fi2. 9. Dedc C -15/32 Inane: 1/2 Ironlatbn (Optional): — One or more layers petite, glass filer g -In. minimum, pohreocyanurate, urethane, perlite /potyeocyanurate composite, petite/urethane composite, phenol, la tn. minimum. Base Sheet — One or more pies Type 62 "GAFGLAS® #75 Base Sheet", or "Tri- Pty® #75 Base Sheet ", hot mopped or mechanically fastened hi place. Ply Sheet — One or more plus Type GI "GAFGi.AS® Ply 4" or "Trf -Py® Ply 4" or "GAFGtAS® Ply 6" hot mopped hi place. Membrane: — " Ruberold® Mop 170 FR" or " Ruberold® Dual FR" or " Ruberold® Mop FR" or "Ruberold® EnergyCap " Mop FR." Surfacing — (Optbnap: "GAF Filmed Aluminum Coating" applied at 1 R- gaV10042 or "GAF Weather Coat Emulsion" applied at 3- gaV100 -ft2. 10. Dade C -15/32 Incline: R Insulation (Optional): — Pere, fir glass, poytsocyanurate, urethane or perlite /poyisocyanurate composite. Base Sheet — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Trt -Py® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Trl -Py® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more pies Type 61, hot mopped inn place. Membrane: — "Ruberold® Mop 170 FR" or " Ruberod® Dual FR° or "Ruberold® Mop FR" or "Ruberoki® EnergyCap'" Mop FR." 11. Dedc C -15/32 Incline: 1/2 8 of45 5/21/2012 3:45 PM iL 0 O. tao SOLID WOOD POSTS AND HANDRAIL - APPROVED SHOP DRAWINGS TO BE SUBMITTED TO VILLAGE POR REVIEW 9: in STAIR HANDRAIL & GUARD ELEVATION SCALE: 1/2" = 1' -0" ij P;" arn! Shores Village nf1',ED 'Cr`raD=Pr "' fl D 7EnT / BY P'FI L'NCE WI fH ALL FEDERAL kle revisions: DDDDDDDD UPSTAIRS STUDIO ' ...n9an,,.. 949 . 1 99.181.8.y... Q 8181. 9b...99.3 3 TN 9...998 Fax 9034.1906 architecture DAU proje 1 CONNOR WAGAR 1 .399..x. 9tlmm1"'w.6. PL 93= A6.0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187638 Permit Number: EL -6 -12 -1136 Scheduled Inspection Date: March 19, 2013 Inspector: Devaney, Michael Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALARMS INTERNATIONAL INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alarm Phone Number Parcel Number 1132060132920 Phone: (954)921 -7177 Building Department Comments INSTALL BURGLAR ALARM CONTROL PANEL WITH 5 KEYPADS AND 2 SIRENS AND AN ALARM NET RADIO. PERIMETER DETECTIONS ARE WIRELESS AND ARE EXISTING FROM PREVIOUS ALARM. Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 19, 2013 For Inspections please call: (305)762 -4949 Page 35 of 41 Miami Shores Village REC IED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 IL ING PERMIT APPLICATION FBC 20 lCO Permit No. l= L' 2 l J Master Permit No. f1.C"a.- `'a. iq4° Permit Type: Electrical JOB ADDRESS: 1,4S N e 5 4 ST1 om-r City: Miami Shores County: Miami Dade Zip: 3313 t] Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): \ # C Phone #: Address: �p Ai 4s iIE Ci AS`s. City: `�M INEsaeS State: Zip: --‘3 t 3 +B Tenant/Lessee Name: Phone #: Email: Phone #: C "%)..\ 1 1 CONTRACTOR: Company Name: "�.' N S k. N 1` ocifctowNti 1 l•E C. Address: P.o. c?-)co. s'S l`i`1i City: (CAA) 1 • State: pia i p Pc Qualifier Name: 44•0 tb .(2 , t :see:v. Zip: Phone#: q5 - 4 3 ? • State Certification or Registration #: I&ZP 0000 I 43 Certificate of Competency #: Contact Phone #: %TA a-7- 4` -AD c 1 •.Email Address: Ad.SYCONYS 031-11. LQt M DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $..9..1 C. Square/Linear Footage of Work: Type of Work: DAddress UAlteration New 151,Repair/Replace UDemolition Description of Work: 1 lad iOrt.A.., PAAPAWIL iVisitAUSCOAVIVA P I`S... raD irki 5 VaLteAS Prim) 10014- Ex.v°rto Qie1a1'JS scL. * * * * * * * * * * * ***+ + x+ x+ x**** ***************** Fees***** ******** *********** **** **+x+x****+x ******* Submittal Fee $ Permit Fee $ / 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ` D S . (0 0 Bon i ip y')1Vime (if applicable) Banfiing Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The f day o • -_• n_ Owner or Agent instrument was ackn 1 edbe yo �+rre me this L 20 [, by W1�� o is persona y known to me o As identtific NOTARY Sign: Print: ho has produce The fo day o who is p Contractor instrument vts ackn a edged ,20 2-; by wn to me or who has produced Wation and who did take an oath. N O TARY ' IC: My Commiss n Expires• Sign: Print: My Commissio fil 1� ,•�Pµp1P�B,, - State of Florida �•: �—. - �otar Public My Comm. Expo Commission # EE 128810 " Bonded Through National Notary Assn. * * * * * * * * * ** x********** > i:> k ** **+x*+x+x***x:+x*x:**+ + x********* ******* * * *********** *** * ******* ** ,, Z6' iZ V1 ' / v---kz Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 6591 SW 45 STREET DAVIE, FL 33314 BUSINESS TAX RECEIPT NAME AND LOCATION OF BUS. TAX RECIEPT ALARMS INTERNATIONAL INC 14261 APPALACHIAN TRL DAVIE FL 33325 First -Class Mail PRSRT U S Postage Paid PDS CONTROL NO TYPE BEGINNING ENDING ON PHONE NUMBER 0019845 RESTRICTED 08/17/2011 09/30/2012 954 -921 -7177 BUS. TAX RECEIPT # CODE. I - DESCRIPTION 12- 00027844 04100 BURGLAR/FIRE ALARM COMPANY HOME OFFICE - PHONE AND MAIL USE ONLY Reference: DAVID & ROSEMARY ALBERT MAILING ADDRESS TO. 11 al1111IIildIflI1IIIIII1111II1 .II1I111II11Illini klit11111 10Z 2568748 00 866 866 ALARMS INTERNATIONAL INC PO BOX 551377 FT LAUDERDALE FL 33355 -1377 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ALBERT, DAVID R ALARMS INTERNATIONAL INC 14261 APPALACHIAN TRL DAVIE FL 33325 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! FATE oF,FLoRialt AC:. 6'L 59 2 2 7 PiRT1T Oi BUSINESS AND, OFESSX i► GU%ATION DETACH HERE T 118201846 RACTOR I INC IS ::CERTIFIED uuder.;,the provisions of Ch. 489 rs ..satYon date: 4AuG . 31j ,:.:2014 L120613.01140 THIS DOCUMENT HAS A'COLORED BACKGROUND • MI�CROPRINT1NG r UNEMARKT' PATENTED PAPER STATE OF FLORIDA 3SINESS AND PROFESSIONAL REGULATION . CONTRACTORS 'LICENSING BOARD SEQ #L12061101140 DATE BATCH NUMBER ' 06/11:j202 3.820` e AaARM ;SYSTE Namebelow IS CERTIFIED Under tie provisions of Chapt Expiration date: AUG 31, 2014, ALBERT, 17AVTD -R ALARMS IN"I 3R1 ATIONA 14261 'APPALACHIAN` T DAVIE COT VERNOR DISPLAY AS REQUIRED Y' LAW KEN LAWSON SECRETARY Alf ZO,V2W-McketENIMITA BROWARD -COUNTY LOCAL BUSINESS T RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: ALARMS INTERNATIONAL INC Receipt #:331 -2929 Business Type:NITURE /APPLIANCE /ELEC. (RETAIL) Owner Name: ALBERT DAVID R Business Opened:05 /17/1976 Business Location: 14261 APPALACHIAN TRL State/County/Cert/Reg:EF 0 0 00161 DAVIE Exemption Code:NONEXEMPT Business Phone: 954-921 -717 7 Rooms Seats Employees Machines Professionals For Vending Business Only • Vending Type: Tax Amount --- - - - - -- -- - - - -- Transfer Fee - - - - - NSF Fee Penalty Prior Years Collection Cost Total Paid 45.00 0.00 0.00 0.00 0.00 0.00 45.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ALBERT DAVID R PO BOX 551377 DAVIE, FL 33355 2011 2012 Receipt #04A -10- 00011075 Paid 08/03/2011 45.00 ONIC ACGRb® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 2/162012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER El Dorado Insurance Agency, Inc. El Dorado Sec Srvs Ins Agy PO Box 66571 Houston TX 77266 CONTACT Taxnika Sanders NAME: (A/C. No. Eat): (713)521 -9251 FAX (713)521 -0125 ADDRESS: tsanders @eldoradoinsurance . corn INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A :FirSt Mercury Insurance Co. 10657 INSURED Alarms International, Inc. PO Box 551377 Davie FL 33355 -1377 INsuRERB:Travelers Casualty & Surety Co. 19038 INSURER C : INSURER D : X INSURER E : MED EXP (Any one person) INSURERF: COVERAGES CERTIFICATE NUMBER:Certificate (03/12) REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AODCSUBR INSR WVD POLICY NUMBER SE -CGL- 0000007142 -01 POLICY EFF (MM/DD/YYYY) 3/3/2012 POLICY EXP (MM/DD/YYYY) 3/3/2013 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY PRMMGE TO RENTED PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5, 000 PERSONAL & ADV INJURY $ 1, 000,000 GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP /OP AGG $ 1,000,000 GE 'L AGGREGATE X POLICY LIMIT APPLIES PER: PRO- LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Par accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENT ON $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y N N / A 1113- 9104Y97 -3 -12 3/3/2012 3/3/2013 WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 100,000 $ 100,000 E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ 500, 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedu e, If more space Is required) CERTIFICATE HOLDER. CANCELLATION CIty of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R.L. Ring, Jr. /GA10 ACORD 25 (2010/05) INS025 (onions) m © 1988-2010 ACORD CORPORATION. All rights reserved. Thom A(:ARf nom® anti Innn ara raniafara 4 marke of A(ARf1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 \q Inspection Number: INSP - 171725 Permit Number: EL -3 -12 -546 Scheduled Inspection Date: March 04, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AAA ELECTRIC SERVICE INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)821 -6091 Building Department Comments REPLACE EXISTING ELECTRICAL PANEL 150 -200 AMP AND REWIRE HOUSE AND ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 20 March 04, 2013 For Inspections please call: (305)762 -4949 Page 4 of 32 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical Master Permit No. 1.2-V40 Rzt- OWNER: Name (Fee Simple Titleholder): Ain ( 11/ 4-j.14"°`J Phone#: 7 777/ Address: ! f � �s 1 ST"' City: ,x/12 /i -M,; S - State: r � Zip: 3 /� Tenant/Lessee Name: Email: A/ Phone #: JOB ADDRESS: / 44 /V q 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: AAA t° e.1 e71?; C SL a y .'& G Phone #: `' ?Z /_ 607/ Address: .760/ S a City: 4 :q& &4- Po%moo State: J /❑- Qualifier Name: /4 / R bA A/ Zip:- ba6f/ Phone#: . ‘0.S / i State Certification or Registration #: EC. /30/f ¥ P'® Certificate of Competency #: Contact Phone #: 95 g,-/- 469/ Email Address: DESIGNER: Architect/Engineer: c.1 op .a5' r , -i-vd / 0 Phone#: 3c r t/4 - 1 4,0 2 Value of Work for this Permit: $ J7/ �0 Square/Linear Footage of Work: DAlteration New ORepair/Replace ODernolition Ae Ly4 -e4- 61(4! 7-7 al e d- /'-, 9 - Fr )cy-- as�.-- Type of Work: ❑Address Description of Work: ******** ** ** ****** * * * *** *** ** **** * *** ** Fees************* ** * **** ** ** ****** * * ******* * **** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) I 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 FLRCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection ee will be charged. Signature r or Agent Contractor The foreg nt was acknoylelged bbeffore me '' '' I'he foregoing instrument was acknowledged before me this day of f/' " / 20/ -, by f7/ 0 day of /y'i C -,t , 20 /g., by 1-iovz--- e or who has produced ho is ersonall known t' me or who has pr -"As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: • �+ • '. I* My Commissio #tizisees 104.,:toledurgieto‘teto ..•#407 ,xa,a, ************:s,x****** * ** *s,x,a,+s*a,+x+x,x+x,a,s*** APPROVED BY ,,,,,,,,,,,,, JOANNE CENTORE : -•. i% Notary Public - State of Florida .,.:.,:•::: My Comm. Expires Jul 18, 2014 9 - �d7 Commission # DO 991817 �� ;,,, ```, Bonded Through National Notary Assn. u, *+sx,**** sus **** xm,x**** r: s+ s****, s*+ s ,s*x*,xxa,x*x:****x:*** illli1111 41�1�� Pans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171715 Permit Number: MC -3 -12 -545 Scheduled Inspection Date: March 06, 2013 Inspector: Perez, JanPierre Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Contractor: A STAR AIR CONDINTIONING AND HEATING SERVICES INC Phone Number Parcel Number 1132060132920 Phone: (954)558 -2950 Building Department Comments AIR CONDITIONING INSTALL NEW SYSTEM, INSTALL NEW DUCTWORK INSTALL NEW BATH EXHAUST FAN /13 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 05, 2013 For Inspections please call: (305)762 -4949 Page 4 of 43 Miami Shores Village Building Department 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 No. MCI 1 APPLICATION Master Permit No. ) 12- 19 FBC 20 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): KIRK.. WA 60 12 Phone #: '305 VOL-4 7 712 Address: I LI S N. E . 94 SSE t' City: V I r\11 S*40P State: FLORI Oil Zip: 3 .311S'R Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 14'5 V.€ StliteeT City: Miami Shores County: Miami Dade Zip: 33 I-82 Folio/Parcel#: i ' ��CC, - 013 - 2q 212 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ` . A-fl PorvOh1O Ntti 6 Phone #: 954--76 2G (DO Address: 10t-1 SVV / AUeIJoe City:`DLtr rt.1;4;0,E Qualifier Name: - 1%1.1aA N GOCI i State:F LOPJ ®A Zip: B33I5 Phone #: S54 - G 6 S I q 21 State Certification or Registration #: CPC 1615105 Certificate of Competency #: Contact Phone #: 9.94 -16 I 26 00 Email Address: I IvPOe 1 5rt'+' -aR Si=RUS • co M DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /3/0611:2 Square/Linear Footage of Work: Type of Work: Address hAlteration ONew ORepair/Replace ODemolition Description of Work: Atv C�w,ct�tta�i�..� 1h s> e,uo aleNto t 1w,-1 4 1) new c eu3vit tit A/I( 111 Q"1 o Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ _ _ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip irT Mortgage Lender's Name (if applicable) Mortgage Lender's Address City St to Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before e this t, day of %/ '° , 20 %2_, by1 W ° h° ( o is personally known to or who has produced Signature! The foregoing instrument was acknowledged before me this day of MA (2,C1-4 , 20 J'? , by JVLt Ati GObOt 5 , who is oval l_nown tome or who has produced As identification and who did tat U*M% as identification and tpi 91 OF FLORIDA NOTAR Sign: Print: My Com %sion Expire `eo�� r,SET M� i , Louise M. Martins \i•..e•.•'90 ��iy NOTARY PUBLIC: %��_ ° Commission DD780738 v : tt gi P**it _ % '•.q °' Expires: APR. 21, 2012 • THIt1/ ATLANTIC BONDING CO., INC. 4040 i Sign�e t fl i 1 Print �v i 5 M. HOPti l 1.-c) IRO* •,� My Commission Expires: r( 211 10 j n rte' aCr Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187737 Permit Number: PL -3 -13 -560 Scheduled Inspection Date: April 10, 2013 Inspector: Hernandez, Rafael Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: POMPANO PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132060132920 Phone: (954)785 -8010 Building Department Comments GAS LINES METER TO HOUSE APPLIANCES. RELOCATE LINE UNDER AC HANDLER Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 10, 2013 For Inspections please call: (305)762 -4949 Page 16 of 28 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 1(1 BUILDING Permit No. pue3 O PERMIT APPLICATION Master Permit No. I — nt-i FMAM 0 , 2019 Permit Type: PLUMBING JOB ADDRESS: if S AJ� / S9' City: Miami Shores County. Miami Dade Zip: 33138' Folio/Parcel #: Is the Building Historically Designated: Yes ✓ NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /(/ W 4(1 /Q ems' Phone #: 366-- 804 - 777 Z Address: / s/6' 6 9 ¥ sr- City: /12 re1&4 State: P(o Zip: ag C3 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /3 M /. /✓6 /040 f» 4/4 Phone #: 7 -- Address: 6/.2,6- f S . City: p° 147-,47 B' State: Zip: .73 a9-60 Qualifier Name: /2/tiforiU% D AgaQ / 6N Phone #: / - -' State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #• °d Value of Work for'this Permit: $ 900 Squf re(Ia .near - Footage of Work: 'type of Work: QAddress/�" ❑Alteration UNew ORepair/Replace ODemolition Description of Work: / &AS L/ I ei ,0 e4Z 194/// � © .c, Gi ,-S L!N e 611. Soy/ ✓ o' ki / LC- /9 d e- Se j 4S' L,- •u s' /Ni� /V-D f z3 !) , -/[, he US/�' j' EJ * * * * * * * ** ** * ** ** *** ** *** * ***** Fees*************** **** * * *** * * * ** * ** **x****** * ** Submittal Fee $ Permit Fee $ /C L CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 1 ��,`tl TOTAL FEE NOW DUE $ 11 XU (Do Bonding Company's Name (if applicable) A/4 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( commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Signatur ,(0' A Contractor The foregoing instrument was acknowledged before me this t� �`%" g g g �� The foregoing instrument was acknowledged before me this , day of MCt+P°C�''t, ,20 l3, by 0te1 , day of ,20i7a , by WiVie- fiO a_.{ to me or who has produced who s . ersonall_ .� ..,,' to me or who has produced As i. , ... _ _ . • • o . , . as identification and who did take an oath. Si r u ,�/L�` Si / r Print: 1 ,.I1l4 , RC-1,10 Print: • (! tvle,, My Commission Expires: ' Itidco) lOex ) 2x l .p My Commission Expires: fl Ov2 inbeY 1120.0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** : * * ** * * * * * * ** * ** ** ** **** * * * * ** * * * ** *** *** * ** * ** ** * * ** * * * * ***** * * * ** ***** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised3 /12 /2012)(Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) 12/20/1998 23:05 954-785-8010 POMPANO PLUMBING STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORini MONROE STREET TALLAHASSEE FL 32399-0783 O'BRIEN, DANIEL EDWARD POMPANO PLUMBING INC 721 SE 15TE STREET POMPANO BEACH FL 33050 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you bett For information about our services, please log onto www.myfloridalicense.com- There you can find more information about our divisions and the regulations that , impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license' PAGE 01 (850) 487-1395 DETACH HERE • Z$ RTII • 34314r.'•••‘.4.X1t:01:401:40.7.* 4. .4 4.8 9,3=s ; `.4.014 • ;1,1e0.0.9A1.10 .• • *c•;• ;;'• • ;%:: • •:••••,;( THIS DOCUMENT ItAS A COLORED BACKGROUND kiliCIROPRIC41ING • LINEMARK'' PATF.NTED PAPER ACt:6 2.5.8 4 , .*. 7: • •••• ,.• Olaq..E.tor..FLORIDA 1 .gr sszowa. .1q1MsTRT rop.4,1 EiNis;No. . . : .. • . . . • • :' • : ..,••••RuGuLATION • :.• ' Liao BO 6,Q17 I • . , • • • • • "Vie PLUMBtNct :...pONTRA.CTOR . , = Named. b,elcitq ;IS CERTIFIED Undei the Vitc:svisit5ne dif"Chapt: 4.1cPirati41241 date:. AVG 31/ 21314:ee-^ ,;* ,Ir‘f • • = • " o' BRIEN; tIkNIEli':'EDWARD • POMPA,N0' PLuz=ING. INC 925 'BE Fritsf:ST • • POWANO BEACH • FI4 33060.'.• 4.) •L•4 • . . . .6dOTT.. , . . ; 7. . • DISPLAY AS REOOIRED BY LAW . *6. .•••• ..*••: • . KEN . .• LAWSON' • • SECRETARY • 12/20/1998 23:05 954 - 785 -8010 03/27/2013- WED 14143 FAX 9547754446 Browtt a grown I tE Rt7' ,POMPANO PLUMBING PAGE 04 POMPA07 OP ID: D6 DATE (NNIANNYYPO CERTIFICATE OF LIABILITY INSURANCE 0312'7/93 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORWIATION COREY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVLL.Y OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder 1s an ADDITIONAL INSURED, the pal1Gy(ie) must be endorsed. If SUI3f1OGATION IS WAIVED, subjaat to the toms and condltlans of the policy, certain policies may require an endorsement. A statement on this certificate does not Confer right* to the certificate holder In deu of such endOrseme a PRpavoE» grown & Drumm of Florida, Inc. 1201 W Cypruse Creek Rd # 130 P.O. Box 6127 Ft. Lauderdale, Fl.. 333104727 INSURED Pompano Plumbing. Inc. 925 SE let Street Pompano Beach, FL 33060. 954776.2222 954- 7784446 D °E.MAIIL O Ananets9: NUURHZ(S) AFFORDING COVERAGE INSUI A:`FFVA Mut ellnsuritnceco. .__. mums a : Mld- C4ntlnent Casualty Co. UNSURFR C INSUILIRD: ,N *URER E: Note a 10385 23418 I NSURVI F COVERAGES CERTIFICATE NUMBER: REVIsioN NUMBER: THIS IS TO CERTIFY THAT TI id POLIC1Lr8 OF INSURANCE LUSTED Eg LOW I IAVU 11EEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFECATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. mars SHOWN MAY HAVE BEEN REDUCED BY PAID MAIMS. POLICY Or muOYexa LIMAr}1 1NSR A TYPE or FNSURANce AWL SUER saucy NUNS= M YYY $ 1,000,000 $ _ _ 100,000 $ excluded „¢_ 1,000,000 $ 2,000,000 $ 2,000,000 v GENERAL LIASILITY N X COMMERCIAL t3ENERAL IJADILF Y 1 CMlu$ -MArw 1 X 1 OCCUR GEN% AGGREGATE LIMIT APPLIES PER* POLICY X PRn' LOC AUPONOOILEL ADILOV X� ANY AUTO AI I. OWNED AUIOS mum AUTOS X x unagtuA uAa I9 EXCELS LIAR AOg Ul:p U eWNF1 Aur a x LIEU X net k ON$ womellee COEi®E aATzuN ANO 5MPLOYB3W UA IUTY A orrl� EXCLUDED'? CUB Yn N / A (minexualy II yen, dente* pager ESCRR' k CF O :. NS be! wart tuasetwAus 0 000 [. 1l1•� 046000808613 0461.00086801a 04X11179846 C8400018114 EACH OCCORRENcs 02/04/13 02104/14 r MIs "' ", ,ce,, MEU F:1tN (MY onePFO$P) 02/04/13 02104114 PBR$0NAL & AE.I INJURY GENERAL ANGREGATE PR00UC 1 S - COMP/OP AE3G COMM { ; • ' I OLC LIM tL:a®OrAtlentl gam-y INJURY Iry paean) $ $ 5 1,000,000 BODILY (AIRY (Per yaldem) Pri5PERTY DAMAE I Werarx:denq EACH OCCUR/40NCE 02/04/13 02/04/14 AGreMOATE 10112112 10/42/13 DE8crePTIoN or OP NATIONS / LocanoNS r veacLES weigh ACORD id 1, Additional Menaces Seep:Seto, n mare artnrn Ic n cistiAttO CEL 7 N CRRTIFICAQJ t,$Iami Shore& Village Attn: Euilcing Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 MIAMISH X It 0TH- $ i S 1,000,000 $ 1,400,005 $ ej.. EACH ACCT ENT C.L DIBOASE- en. CMpL.DYEE F 1 DI$FAIP • POI ICY I :MIT S 4 600,000 $ 600,000 500,000 SHUULD ANY c% THE ABOVE DESCRIBED POLICES BE CANCELLED SEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WI1"k THE PQLIOY PROYISIGNS• AuT14UR¢EP RErANMENTATNE ACORD 25 (2010105) Qs 1988 .2010 ACORD CORPORATION. All rights men" Tho ACORD name and logo are ragtstnrad marks of ACORD 12/20/1998 23:05 954 -785 -8010 POMPANO PLUMBING PAGE 02 • > �-•s �r ;�*' ;tr, „��.. i T �- �- 3"�'�a"'.i�lcrr �-q;. �l". �"' 4�.;' Sa`•- 1F�� '1Ii�."f�(•I.- -`tSc•�.T':T�t� -r ��".- ��3F.'.1�'"�."ss'7- xu'.'�'£�P�: �' �.Y� rt —i�'' cii°xa �..r..,i:• z�f� .;j".,'t�'T.�3�{`��:z�lN��- ;"J,..- asvR�t,.,�t`1• .. .. ••.•. .. .ue. ••.::'.•,<•,..... ...i y •rl'4'yr•1•:r •P: •. :,��". ,.t4 'y4..(te.,�,. ..1 n.•4..:�.R.P. Y!�L'•.v �yv� y��y� �/1J.�`}• \.l:?:4V t'�i tlt�'fa6 P. ra'n' "w...••.i ,.� ..•'A •o'. "•, f• :. .�.�'�0 ,I �:P T ,S •: µ;M1. ..1 •�'. t. ✓.) 4�.•.!�li� ••y, ..G".' •f LT� •�P.'�R 1. G, �., Z••. 6rd 's'Wa moacweiaom 4 tCceIZ€ rirt. a "7 J1%,•-•ni :';',21‘.•ZW,7171.k,„•,,I,:4 4.y 7..;74,44:6, i:,;;,,7T..; .1i.::1:,,,,g'or":71.°V47;,):4,7;;rek 7:17;;;?1:1,-,Ti•e*TI;r7r_:;,'''..VC:71r1r1:24RM451t! f e mow Axe, exit, Ax_Q_, oti lA/J 5 4,4-vel ff 4/. So cleAr, jits--b;ve.) is7-vitgAvi E E EXTG. HOSE BIB TO REMAIN [96 /I 6: /1/S7' keo a-/A AC - SEE MECH. BREAKFAST ROOM FUTURE WINE REF. OR MICRO KITCHEN LP TANK - g sij SEE PLUMB. • 1=-11 DISPOSAL GAS RANGE W/ EXHAUST ABOVE AIWWWW .1.814•0.41.A.1 ,eltilliNVgqm t MI MIMI 041041P4 = WWI tali EL. -1'-0" (11.15' NGVD) 11 FINISH FLOOR FOYER DINING ROOM EL. +O'-O" (12.15' NGVD) " FINISH FLOOR LIVING ROOM LOGGIA EL. -6" 11.65' NGVD) FINISH F OOR AT LOG IA FLORIDA ROOM GROUND FLOOR '6- c> EXTG. HOSE BIB TO REMAIN Wit M arr-ii Shores Village APPROVED ZONING DEPT PLDC; DEPT = CT I 0 CC.N,IPI ',L‘rICE 1 PH ALL FEDERAL ' '\r -S ('/11 PFOULATIONS tt•tt.tr 'tttat • t•M th.trit,r, tiT,' • i„V! "inrt ; tt":, • • • tar Atnir "t ""t• :ttAttg Ortt, , T-,ot L -5- tve,, gote, frkbroi, rze ci-oi &Lein Al 5-4 qi0-.5. el-e4411' (11 k/16 061"6 Li 001- D iSra-7619e-e4 71-On I MINIM EXTG. HOSE BIB TO REMAIN -/F--/ 3/-•" A / / i-s 5L 4k, Co-k9,531- oe AiAjek 11'1" 11-4" BREAKFAST ROOM KITCHEN DINING ROOM 0 DISPOSAL LP TANK - SEE PLUMB. FP Wirt I • 411,41,11111■4111 Vai'ltiitiI LIVING ROOM LOGGIA EL. -6" 11.65' NGVD) FINISH F OOR AT LOG IA FLORIDA ROOM POWDER RO FOYER GROUND FLOOR EXTG. HOSE BIB TO REMAIN T Miami Shores Village ,APPRM/ED ZONING DEPT BLDG DEPT S 5,1 ECT 10 CC.NI PI .1P.NCE 1 I-HALL FEDERAL cc_ UN HULS AND REGULATIONS Miami Shores Village Building Department 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 r3-1-11 rl B ING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. +1°' 1-4 Permit Type: BUILDING ROOFING JOB ADDRESS: / 116. N 9 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: / Is the Building Historically Designated: Yes 1/ NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Al/RJe- 4/ .J /9/t. Address: / l - q N City: /n/ +®69 I £ 4 A-ex State: Phone #: 7 77Z- Zip:.aa /RS' Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: --CL/Ake CAA' &. Phone #: 964-02S---22 VQ:f7 Address: tL 9 9 ftsLa.i 777, i v-� .� } /69-7-' A.) PG 9,140 City: AP G4 / /#4' 1-0A.) State: P- Zip: .23 `�8'(' Qualifier Name: .J �h fi1 40 '95`/ : c3 °- eo �® State Certification or Registration #: Certificate of Competency #: Q Cie) �'C� % �' a Contact Phone #: Email Address: 01/ 71 .cv.4,9 /$ r 4' fn,% /Gi e eoh DESIGNER: Architect/Engineer: (ip £z. 9 //ZS 6-7vei; Value of Work for this Permit: $ // Square/Linear Foo Type of Work: OAddition UAlteration UNew URe Description of Work: 43e0 I [ 0 2 Phone#: Color thru tile: ` 7 **** **x° ** ,.m: * * *a°x *°x****** ** ***Fees** * * * * * * * * **°x°x** ** Ana * * **°x** **+x**** * ***°x *°x*** e Submittal Fee $ / Permit Fee $ �/5 � CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip /lpa Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip of 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 appro . <_.,: • a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of .1 , 20 J3, by a /c A %��Irn.I , who ' persona y mown to me r who has produced As identification and who did take an oath. ignature The forego Contractor instrument was acknowledged before me this day of 2 0 / 2 , by `eJ0 j A £ 1 h , produced who is personally known to me or who has produced 164D ) as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPROVED BY Jb tij Plans Examiner Structural Review NOTARY PUBLIC: #1'i Sign: Print: My Commission Expires: (Revised 5/2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk 1 Miami Shores Village � x � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 C 0 BUILDING Permit No. MCA 2---S9 PERMIT APPLICATION Master Permit No. VC r — l� FBC 20 t� Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): k9 t , K NV-A G-K1 e Phone#: 3o 5 - R ©4 X77, Address: 1 5 NJ - t 9 4 aRzbr City: N1 I tq M 1 3 State: TIL-0P4 04 Zip: 33138 Tenant/Lessee Name: Phone#: Email JOB ADDRESS: ('4 5 hi . 6 91-E ' S City: Miami Shores County: Miami Dade Zip: 3`3iR Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 1Q CO No Ti 1 l't\i 6 Phone#: C154 -7 G 1 2600 Address: l N®LI 5\AI V e� u E city: fib P.-(-- state: 1 LORI O A- Qualifier Name: \-) N 1 5 _ Phone#:'J•4 -- 66s e al State Certification or Registration #: CSC 1 151 3 Certificate of Competency #: Contact Phone#: 9514 -1 ("1 2 bap Email Address: ` . ■� :; !) DESIGNER: Architect/Engineer: Value of Work for this Permit: $ eer# Square/Linear Foo Type of Work: °Address °Alteration Description of Work: AS &o"1-1' Zip: B3 1 S ONew ORepair/Replace °Demolition -* + * . *************************Fees************************* ** ** * *** * * * ** * * * ** Submittal Fee $ Permit Fee $ -15' CD CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -75 ` Bonding Company's Name (if applicable) AJA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) f .' 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 4ione in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Signature o tractor The foregoing instrument was acknowledged before me this s The foregoing instrument was acknowledged before me this �* day of -r- -, 20 js , by /(;/? /c' /✓J4o 4-/L , day of IT-"thcit.i , 2013_, by J J Li I? G t b who i rsonally known)to me or who has produced who ' ersona y wn o or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: % , Z/ i VAA.14 Print: ,L / L- i) I. Sif,6 ta My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** APPROVED BY L .. r Sign. Print: Lttlk l,. r My Commission Expir LOUISE M. MARTINS HOPPE ;1r_ MYCOIiNJSSION b EE 191809 EXPIRES: Apra 23, 2016 RR P Bonded Thm try PubP4 Undawelteis R J * * * * ** ** * * * * * * ***+ *** * ** * * * * * * * * **** * * **** rye * * *s<*** ** * *** * ** **** ans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village 4 Building Department 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 Permit Type: Electrical JOB ADDRESS: l � /� / 9 471 FEB OP 2013 FBC 20 ^^� Permit No. Gl--U — (---)ti(c) Master Permit No. 12— l L{ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes V NO Flood Zone: OWNER: Name (Fee Simple Titleholder): k .c.,C W /9 03F= Phone #: Address: / N e el 7 S7' City: State: Zip: Tenant/Lessee Name: Phone #: Email:: CONTRACTOR: Company Name: , AA. t . L61-e. T LG S Phone #: &Coq 1 Address: ,� 110/ AA 6. 3 L S i City: L_ ; y'i7 i c9 iS er f j /A/ 7 State: F i D A a b t9 Zip: 1.S',06 Qualifier Name: 6/e'er Z R fi) Phone #: qS L : y353 State Certification or Registration #: £Gl 31.sB341 l ® Certificate of Competency #: Contact Phone #: 95V- ? c ,1 -' Dg / Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear FO Type of Work: UAddress ❑Alteration UNew Description of Work: �1 JJui Ls7 Phone #: glace Demoli ion * * * * * * ** Submittal Fee $ Permit Fee $ 11,® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -( Bonding Company's Name (if applicable) A14 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of __ _, 20 a, by A'i, ,tom lt% i t " n m who i rsonally kown to or who has produce As identification and who did take an oath. NOTARY PUBLIC: Sign: .4%� Print: Z/11,484) My Commission Expires: APPROVED BY / 972- /7 Plans Examiner Zoning Signature Contractor The foregoing instrument was acknowledged before me this .Gr day of eZ, , 20 , by 470-x i f/t®39 , who ' -s( known to mpg. who has p duced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Structural Review (Revised 3 /12 /2012XRevised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 174701 19-491 Permit Number: WS -6 -12 -1066 Scheduled Inspection Date: February 12, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments INSTALL 2 FRENCH DOOR AND 5 WINDOWS Inspector Comments Passed, z;/1-177/2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. r12r_ Co ve..... r2c .k. AAA ELECTRIC SERVICE Inc, JOHN NAEGEL Owner Family Owned and Operated tic EC13003480 Office: 954 - 942 -4696 P.O. Box 5657 CeII: 954 - 821 -6091 Lighthouse Point, FL 33074 Fax: 954 - 785 -0274 February 11, 2013 For Inspections please call: (305)762 -4949 Page 4 of 31 Miami Shores _ Vmage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by ____Gte_Dis IA) special inspector services under the ing Code at the c IM > Li Pal project on the below fisted structures as of 4 (date). 1 am a registered architect or pro essional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 18221.20 (84404.6.1.20) O SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.172.42 (84409.6.172.42) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (84407.54) D /SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 22182 (R440 &52) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.43.1) 'fl SPECIAL. INSPECTOR FOR PREC4STA�I1NITS & 11'ACHMENT , 19,27.12 (R4405.9.12) SPECIAL INSPECTOR FOR IAA steDW Uol sfs S Note: Only the marked boxes apply. The following individuals) ptoyed by this firm or me are authorized representatives to perform inspection * 1. ic.oLws //Lo-t. 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 Iicensure 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 Fundamental Examination; or registration as building insectoror general contractor. I, (we) will notify Miami Shores Village 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 Shores VIA Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village budding inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired 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 in lion 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 Cade and are in substantial accordance with the approved plans. Sign Sealed Engirt Name dArchitect D � } �, r_ � ��3 sadr 6 73 / S 63 / i P-L Phone No. 305-601 3 6 ,2 DATE: -/3-13 Created on 6/1012009 r RUCTURAI, CONSULTING 6731 SW 63 Court Miami. FL 33143 January 11, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Windows and Door Installation Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Off: 305.669.3247 Fax: 305.669.5065 Dear Building Official, 1, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the installed windows and doors, including all bucks and shims, are in compliance with the approved plans and the Florida Building code. If you have any questions please do not hesitate to call. Respec Y, /(3 Thomas Moe, PE 63863 rnFlr'i STR.UC CONSULTING 6731 SW 63 Court Off: 335.669.3241 Miami. FL 33143 January 11, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Masonry Inspection Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Dear Building Official, Fox: 305:667.5065 I, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the entire engineered unit masonry including but not limited to: Mortar, horizontal reinforcement, filled cells, columns, beams, lintels, reinforcing steel concrete pour etc., are in compliance with the approved plans and the Florida Building code. If you have any questions please do not hesitate to call. -441--(-3C 0343 Thomas Moe, PE 63863 sTRucruRAL CONSULTING 6731 SW 63 court Miami. FL 33143 January 1, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Soil Statement Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Dear Building Official, Oft 305.669.3247 Fa= 305.669.5065 1, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the soils inspected at this site are a mixture of rock and sand and are capable of supporting a bearing load in excess of 2,000 psf for which the approved design was based upon. Fill material and compaction for the proposed pad and spread footings are not required so long as the footings are placed upon virgin soils that are free of organic materials and have been evenly excavated. If you have any questions please do not hesitate to call. Respectfully, ( //3/ \3 Thomas Moe, PE 63863 T H M STRUCTURAL CONSULTING 6731 Stiff 63RD COURT CA 28548 MIAMI, FL 33143 Phone; 305.609.3652 / Fax 305.669.5065 STRI,►C L_INSPECTI iN LOG PERMIT NQ.: CONTRACTOR JOB NA�: 1) R�:;s: `�� 4/5 An1 0 �'E' cTION: FOUNDATION COMM NTS: rtZ APPROO ED BY: TYPE op INSPECTION: REINF COMMENTS: i'iaiwt 2 APPROi ED BY: --� _ . 1"YPEOff;> r: •:r COMMB VTS: DATE: APPRO, ED BY: TYPE 01 INSPECTION; WINDOWS & DOORS US$, BRACING, SHEATHING CORMS" VTS: DATE: 00013 zrf,"7,2'' APPROV BD BY : ,e!"Za f / "r �"`4` DATE: IlLiffiNF ' TYPE OcABEWEerf COMME"■rrs: ` e " Oa (' /aY APPROV ED BY: TYPE :INSPECTION: COMAE) 4TS: t L. I APPROVED BY: 910/0101/ NM AM Thomas Moe PE 63863 8981 Ebb 908 Xb'A 817:ZL ELOZ /80/10 f T -I M STRUCTURAL 6731 SW 63RD COURT MIAMI, F L 33143 Phone: 305.600.3652 / Fax 305.669.5065 STRUCT _RAL INFECTION LOG PERMTI NO.: glc JOB ■E: j ADDRESS: f zits N if . TYPE 0 INSPECTION: FOUNDATION COMMENTS: APPRO'_'ED BY: la., HAY 1 6 2612 CONSIJLTINC3 Y: 22,548 4C4L-ri94- CONTRACTOR: • TYPE 017 INSPECTION: REINFORCING Si DATE; ks. w COMMFivTS: Ev t it S bout-3 APPRO1 BY: y'�f r t " `: TYPE O1 I1V �0 . • = `�"`,-- ,--- DATE: COMMENTS: 144 A �cr ort a or etiniufr APPROO ED BY. TYPE O) INSPECTION COMMENTS: WS APPROVED BY: TYPE OI INSPECTION: Xtg},E COMM ■x5: APPROV 'TYPE OF r "PP-00)r s- r. & DOORS DATE: DATE: tel eft Gi! I a--I 0 iv' Pi-- WILLI f �, pd SPECTION: a •�� . ,'-'�a': COMM EI JTS: APPROVI3D BY: 31.0/91.0 .4i ief � DATE: WtfIJ 8tiV1 RINEX27 d- Thomas Moe PE 63863 if 8981, 6» 30C XVJ 80:n. ELOZIAo /in Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 177945 Permit Number: RC -2 -12 -194 Scheduled Inspection Date: March 11, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE 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- 174234. CREATED AS REINSPECTION FOR INSP- 169585. Provide special inspector inspection report. NB March 08, 2013 For Inspections please call: (305)762 -4949 Page 5 of 40 I RUCTURAL CONSULTING 6731 SW 63 Courf Miami, R 33143 January 11, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Windows and Door Installation Connor -Wager Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Off: 305.669.3247 Fax: 305669.5065 Dear Building Official, I, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the installed windows and doors, including all bucks and shims, are in compliance with the approved plans and the Florida Building code. If you have any questions please do not hesitate to call. Y, /13/3 Thomas Moe, PE 63863 S 1RUCTURAL CONSULTING 6731 SW 63 Dour} Off: 305.669.3247 Miami. FL 33143 Fax: 669.5065 January 11, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Masonry Inspection Connor -Wager Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Dear Building Official, I, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the entire engineered unit masonry including but not limited to: Mortar, horizontal reinforcement, filled cells, columns, beams, lintels, reinforcing steel concrete pour etc., are in compliance with the approved plans and the Florida Building code. If you have any questions please do not hesitate to call. Respectfully, STRUCTURAL 6731 SW 63 Capri' Miamu FR 33143 January 1, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Soil Statement Connor -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 Dear Building Official, CONSULTING Off 3054669.3247 Fcrx: 306.669.5066 I, Thomas Moe, P.E., having performed and approved visual inspections, as indicated in the attached inspection log, certify that the soils inspected at this site are a mixture of rock and sand and are capable of supporting a bearing load in excess of 2,000 psf for which the approved design was based upon. Fill material and compaction for the proposed pad and spread footings are not required so long as the footings are placed upon virgin soils that are free of organic materials and have been evenly excavated. If you have any questions please do not hesitate to call. Respec 6 V Thomas Moe, PE 6386 T H M . STRUCTURAL CONSULTING 6731 81/ 63RD COURT CA 28548 MIAMI, FL33143 Phone: 305.609.3652 / Fax 305.669.5065 STRLICTURALINSPECTION LOG PERMIT JOB NA vIE: co,.. ADDRIs:iS:C� (F INSPECTION: FOUNDATION COOMME NTS: CONTRACTOR: krs APPRON ED BY: DATE: TYPE Or INSPECTION: REINF R o re-/ ,""- coLe. se r c '� d ce j C S APPRta►� ED BY: i 4 a TYPE CI;) T : ' • ` USS, BRACING, SHEATHING COIVINIE riTS: APPRCI'4 ED BY: TYPE Of IN C N: WINIVWS & DOORS car►. JTS: Y DATE: W r' %PpO:5 APPROV ED BY- ' TYPE C> ;I #CHIN DATE; AIPA APPROV ED BY: $ -OE :;l�+iN TSPEE CT! CONIIVIE S. A►,PPROViD BY: OLO /olofjj Mg zc1 F 2 d e tr !zsY r •ir� OWN JM is 00% ft, ir !4' SillreLIML,491111._ 1111622011111,1A111 L'O 1 Thomas Moe PE 03863 z..� te- NUJ &V1 6961 Ebb 906 )(VA Bb:ZL CLOZ /80 /L0 T -I M STRUCTURAL 8731 SW 830o COURT MIAMI, F L 33143 Phone; 305.809 -3652 / Fax 305.669.5065 STRUCTURAL INSPECTION t OG PERMIT NCI.: Rc 12 et JOB 1 E: f/ IrV�' ADDREB: a TYPE 0 INSPECTION: FOUNDATION COMMJTS: APPRO'V'ED BY: TYPE 017 INSPECTION: N COUNTS: 7_ECXE'VX; MAY 1 6 21112 All CONSULTING" CA 28548 CONTRACTOR: ..�fifir go 6c444.1. w `f-Cs- b c APPROVED 13Y: - f,W up . DATE: TYPE Ol; INSPECT/ON: -�-x COMME NdTS: A,,A- Pa ✓.eti".44 4Yi Yi! { I1L 1t s � _t . -r 0 txf r� APPRO` ED BY; TYPE Or INSPECTION!' COMME• ITS: $P! WS & DOORS DATE: APPROVED BY: TYPE 0J IATSPBCTIp r DATE: h COMM krrS: '" 1 " APPRQV TYPE OF SPECTION- -1E- CQ] +TS: APPRov? D BY: 9LO/91oe ,do fel DATE: PldIJ rbb1 'Thomas Moe PE 63863 6961 Ctrl 906 XVd 8tr :Z1 ELOZ /Ro /In Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Number: INSP - 169586 Permit Number: RC -2 -12 -194 Scheduled Inspection Date: March 12, 2013 Inspector: Rodriguez, Jorge Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Drywall Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Passed „fez Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments car. J2s% ea/at ) 5' March 11, 2013 For Inspections please call: (305)762 -4949 Page 1 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 187150 Permit Number: RC -2 -12 -194 Scheduled Inspection Date: March 12, 2013 Inspector: Rodriguez, Jorge Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Infractto Passed Comments INSPECTOR COMMENTS False 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- 169596. Provide engineer special inspection. Work covered ®: /YO. /iti March 11, 2013 For Inspections please call: (305)762 -4949 Page 20 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169593 Permit Number: RC -2 -12 -194 Scheduled Inspection Date: March 12, 2013 Inspector: Rodriguez, Jorge Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2013 For Inspections please call: (305)762 -4949 Page 3 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169592 Permit Number: RC -2 -12 -194 Scheduled Inspection Date: March 12, 2013 Inspector: Rodriguez, Jorge Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2013 For Inspections please call: (305)762 -4949 Page 2 of 23 James F. Biagi PE Consulting Engineer Date: August 21, 2012 RE: Street Address 1454 NE 94th Street.. Miami Shores. FL Permit Number WS -2 -12 -194 Contractor Subko Construction Inspection Performed: Insulation To whom it may concern: I have been retained by the owner to perform a special inspection per Florida Building Code, Broward County Edition, 109.10. I have personally inspected the Insulation on Auciust 21.2012 and found the work to be in accordance with the approved plans and the Florida Building Code High Velocity Hurricane Zone and all shop drawings, surveys, certificates and product approvals were on site at the time of the inspection. w I L.7° zi L- ames .B a P :E. !- 37-467 1 0 N A 1915 NE 45TH STREET, SUITE 9107 FT. LAUDERDALE, FL 33308 PH/FAX 954 776 8004 Miami Shores Viiiage Building Department 10050 N.E:2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Scrio ko Aialr ( f1) to perform spat services under the Honda Building Code at the /Yb #V 4 r project on the below E structures as of (date). I am a registered architect or professional engineer licensed in the State of PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35` LONG OR 6' HIGH 2319.17.2A.2 (R4409.6.17. ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY FBC 2122A (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PCAST UblITS &ATTA++ ] y S FBC 1927.12 (R4j05.9. SPECIAL INSPECTOR FOR iI.IS�% 4t o. i �� Note: Only the marked boxes apply. The following individual( employed by this firm or me are authortl• representatives to 1. 3M/ s ,C. 41'u /a 2 3. 4. *Special Inspectors utilizing authorized represents shall insure the authorized representative is qualifti licensure to perform the duties assigned by the Speciet hispechr. Tie qualifications include licensure as; engineer or architect graduation from an erighteering edteoafen progern in ciwl or structural engineering;: architectural education program; successful completion of thetICEES Fundamental Examination; or registration as butictig hispector .orgeneral contractor. I, (we) will notify Miami Shores Village Building ` DepEetment of sty y charges regarding authorized person services. I, (we) understand that a Special Inspector inspection buffing must be displayed in a convent for reference by the Miami Shores Village Building t rtmer Inspector. All mandatory inspections, as r Building Code, must be performed by the County. The ilk inspections must be called for on all m Inspections performed by the Special Inspector likal by the Otii a are in addition to the mandatory ins Department. Further, upon completion of the work under each Buffing Permit I will submit to the. Building :l final inspection the completed inspection log form and a . weed statement Waiting that, to the best of my: professional Judgment those portions of the project above meet the intent of the Florida Buid'u substantial , d A he approved plans. Siged eaed. G "•.• EIS.. ` �,..�..� Ririj Phone No. g5 " 776-goo,/ FLoRw■ James F. Biagi PE Consulting Engineer Date: August 20, 2012 RE: Street Address 14E ' NE 94th Street Miami Shores FL Permit Number WS -2 -12 -194 Contractor Subko Construction Inspection Performed: Interior Framing and Dry Wall Installations To whom it may concern: I have been retained by the owner to perform a special inspection per Florida Building Code, Broward County Edition, 109.10. I have personally inspected the Interior Framing and Dry Wall Installations on August 20, 2012 and found the work to be in accordance with the approved plans and the Florida Building Code High Velocity Hurricane Zone and all shop drawings, surveys, certificates and product approvals were on site at the time of the inspection. 1915 NE 45TH STREET, SUITE #107 FT. LAUDERDALE, FL 33308 PH/FAX 954 776 8004 Miami Shores Village Building Department 10050 N.E:2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by SU i,k0 p TA, 4, to perform special services under the Florida. Building Code at the /TS Nat q project on the below structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: o SPECIAL INSPECTOR FOR PILING, FBC 1822.120 (R4404.6.120) o SPECIAL INSPECTOR FOR TRUSSES >35` LONG CR 6' 2319.17.2.42 (R4409.6.17.2.. o SPECIAL INSPECTOR FOR REINFORCED MASOMitY,R3C 2122.4 (R4407.5.4) o SPECIAL INSPECTOR FOR STEEL CONNECTIONS. Fl?C 22182 (R4408.5.2) o SPECIAL INSPECTOR FOR SOIL COMPACTION,-FBC 1820.3.1 (R4404.4.3.1) o , SPECIAL INSPECTOR FOR MECAST UNITS & , FBC 1927.12 (R4405.9.12) or SPECIAL INSPECTOR FOR:Lifile /if Aftif 4A414.1 Note: Only the marked boxes apply. Theitilowing individual(s) employed by flis firm or me are aulthodzed repmsentatives to pertain-7' f.cS 3. 4. *Special Inspectors utilizing authorized representatives sh licensure to perfon the duties assigned by the Spacial engineer or architect graduation from or englneethg architectural education program; successful Fundamental Examination; or registration as e qualifications' shall indude licensure mune the authorized representative is -quailed by The : r as a mem in civil or structural engineering; graduation from gwreral contractor. 1, (we) will notify Miami Shores Village Bulkfing moment ct any changes regarding authorized personnel pe... services. I, (we) understand that a Special Inspector inspection log for ;,:. , i.4...i, ' must be displayed in a convenient ■ISK ,: 4, for reference by the Miami Shores Village Building Depatinent :I ---. .3,-.. . All mandatory inspections, as " Building Code, must be performed by the County. The Wee, , i„.. ,,„ a! inspections must be called for on all inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspedoti Department. Further, upon completion of the work under each :1 .. • Permit 1 will submit to the Building 1 ....:....,.. ...-r.`* final inspection the completed inspection log form and a staed statement indicating that, to the best of my :-.,...r- 'opt ,, eiltfrise portions of the project ; 1:i-,: 4 above meet the intent of the Florida Bulking .,«,,, s4bataritial ° Moe iallb the approved plans. t!gncdandseaIed ''':::_- ineedArchihact - , •,r, i - Name,--7-hACS 6'1,9,1 i. ' = PRIM Address /17/.5- Ilia- 116— —Cr ift/07 fr L ° 0 N off Phone No. 96V— 77L — roo s James F. Biagi PE Consulting Engineer Date: August 20, 2012 RE: Street Address 145. NE 94th Street„ Miami Shores, FL Permit Number WS -2 -12 -194 Contractor Subko Construction Inspection Performed: Interior Framing and Dry Wall INstallations To whom it may concern: I have been retained by the owner to perform a special inspection per Florida Building Code, Broward County Edition, 109.10. 1 have personally inspected the Interior Framing and Dry Wall Installations on August 20.2012 and found the work to be in accordance with the approved plans and the Florida Building Code High Velocity Hurricane Zone and all shop drawings, surveys, certificates and product approvals were on site at the time of the inspection. rO FI -esi i 1915 NE 45TH STREET, SUITE #107 FT. LAUDERDALE, FL 33308 PH/FAX 954 776 8004 Miami Shores Viiiage Building Department 10050 N.E:2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL. INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by .j V 0 CAD NS i Ce TIN C to perform special i r services under the Florida Building Code at the project on the below structures as of (date). 1 am a registered architect or professional end licensed In the State of F a PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (84404.6.120) ❑ SPECIAL INSPECTOR FOR TRUSSES >35 LONG 6` PIM 2319.17.2.4.2 (84409.6.17.2:! ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (8440 &5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, :FBC 1820:3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R .9.12 • SPECIAL INSPECTOR FOR PIS' y 0,1 n 1.1 /W47' A 6a /trio Note: Only the marked boxes apply. The following individuals employed by this in or me are authori representatives to perks m 1.Jft /-o ri j, 2. 3. 4. *Special Inspectors utilizing authorized representainres shall insure the authorized representative is':i Iic ensure to perform the duties assigned by the Spadea kiveckw. The qualifications{ shall include !immure engineer or architect graduation from an engineethig eftefien puiram in civil or structural engineering; architectural education program; successful onmpletim of the KEES Fundamental Examination; or registration as of general contractor. 1, (we) will notify Miami Shores Village Building Departmentof my changes regarding authorized personnel services. I, (we) understand that a Special Inspector inspection ics ix each: lading must be displayed in a =venial for reference by the Miami Shores Village Buffing Dearlment insixtctor. All mandatory inspections, as ri Building Code, must be performed by the County. The Wimpu... inspections must be called for on ail Inspections performed by the Special inspector f: by the Owner are in addition to the mandatory 1 Department. Further, upon completion of the work under each wig Permit 1 will submit to the Building in final inspection the completed inspection log form and a seal statement indicating that, to the best of my' profeseimio judgfpant those portions of the project maned above meet the intent of the Florida Bui Abtl ,r, r.. «« « the approved plans. �':. EngineeriArchftect ert iumaaW T H M STRUCTURAL CONSULTING 6731 SW 63R0 COURT MIAMI, FL 33143 Phone: 305.6093652 / Fax: 305.669.5065 STRUCTURAL INSPECTION LOG CA 28548 PERMIT NO.: JOB NAME: CONTRACTOR co kr? ADDRESS: / Lis Aft TYPE OF INSPECTION: FOUNDATION COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: REINFORCING TS-1 CA btAMA, CAL i COP/ CeIL' gepor-r �� v1 pion �- 1 DATE I Z TYPE OF INSPECTION: 'Re • USS, BRACING, SHEATHING COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: WINDOWS & DOORS 1VA/41V 1" 0017(5 4444461-ed 01.6 No4 tifrA-d DATE: TYPE OF INSPECTION:, O' FI/0 Off. COMMENTS: APPROVED BY: COMMENTS: z �� ®,tc X../(A IP APPROVED BY: 0` TYPE OF INSPECTION: j / 't ieue --(#) aj *2- Thomas Moe PE 63863 Permit Number: RC -2 -12 -194 I 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- 173632 Inspection Date: May 15, 2012 Inspector: Dacquisto, David Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE olcM 5l 1"1//2 Inspector Comments Passed #id 5/ 1,7"- /1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 LOT 9, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 1 LOT 8, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 N (PER PLAT) /- rOTICITV SCALE: 2oMAY 1 5 2012 271 LEGEND NC UNIT CENTER LINE ELEVATION PROPERTY LINE ABBREVIATIONS A/C = AIR CONDITIONER UNIT CH.L.F. = CHAIN LINK FENCE CONC. = CONCRETE 0 = DIAMETER :' DIMING DEPT F.F.EL. = FINISHED FLOOR ELEVATION H = HEIGHT ova m o NWc' CNI to re pi U = a: P J in PG. = PAGE P.B. = PLAT BOOK (R &M) = RECORDED & MEASURED LOT 21, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 pj(' ORCH LOT 20, BLOCK 21 "MIAMI SHORES o SECTION 1 AMD" r P.B. 10, PG. 70 WALK FOUND 1/2 "0 RON PIPE (NO I.D.) 5' PUBLIC RIGHT -OF- WAY ! . 20' ASPHALT PAVEMENT BLOCK CORNER SUBJECT O COMPLIANCE WITH ALE FEDERAL DATE AND COt INTY RULES AND REGULATIONS PROPERTY ADDRESS: 145 N.E. 94th STREET MIAMI SHORES, FL 33138 DESCRIPTION: LOTS 20 AND 21, SHORES SECTIO RECORDED IN P RECORDS OF MI FLOOD ZONE IN COMMUNITY NO. PANEL NO. 0302 SUFFIX: L FIRM DATE: 09 FLOOD ZONE: BLOCK 21 OF " AN AMENDED PLAT OF MIAMI CLD�CI THEREOF AS T B K.� A P' a� E 7 E PUBLIC DA E UN'MFLO r.- kit THERE MAY B PROPERTY THAT AR N S W�Y N THE P4 Af 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. 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. t L. A N L) 1: .� .: .o�� ,r3 qv, ',l ldl. ° 7i°t� a _ t I6l 1y I6 '.3 ?• Ar'az. tw ea! Lt.Lae- 95 ri i I , �1a1> It l i t l o . J • ry1S 16 '( 11817 �•d )., v, 9�I r33 1‘. la I 10 i a� nl "IB "6 I• ,8 19 d0 A1Itt so LOS �cr_so, 1* . I N. E. 93Ro 1- 1' 04"1". I • I —rsaJ 4i w ('°>a o P LOCATION MAP (NOT TO SCALE) 9 LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. 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. 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: CRYSTAL CONNOR 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. 360° SURVEYING AND MAPPING, LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6356 OSCAR REGI REFERENCE BENCH MARK: N -568 ELVATION: 9.65' NGVD 1929 ST EZ- CUSIDO, P.LS. RED SURVEYOR AND MAPPER NO. 5034 OF FLORIDA. 360° SURVEYING AND MAPPING, LLC Land Surveyors - Land Planners 2000 S.W. 83rd Court MIAMI, FLORIDA 33155 PHONE: (305) 265 -1002 ORIGINAL 11 -01 -11 FIELD DATE JOB No 9508- 0721c.1 DRAW JV - OB REVISIONS: 05-14 -2012 UP -DATE SURVEY SHEET 1/1 Permit Number: RC -2 -12 -194 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- 173657 Inspection Date: May 17, 2012 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition/Alteration Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Buiidina Department Comments ADDITION TO THE FIRST FLOOR WITH EXPANDED KITCHEN. CONVER TERRACE AND SECOND FLOOR ADDTION ON MASTER BEDROON AND OPEN TERRACE Passed`2 %G Inspector Comments CREATED AS REINSPECTION FOR INSP- 173009. CREATED AS REINSPECTION FOR INSP - 172841. W-1 and pad -2 ok at north east and north west NB 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 May 17, 2012 Page 1 of 1 I-1 M STRUCTURAL CONSULTING 6731 SW 63 Court OfF. 305469.3247 Miami; FL 33143 May 11, 2012 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Soil Statement Connor -Wager Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 To Whom it may concern: F+) 305:669.5065 MCIEEMIrri MAY16212 BY............ 2,-4 This letter is to certify that the soils inspected at this site are a mixture of rock and sand and are capable of supporting a bearing load in excess of 2,000 psf for which the approved design was based upon. Fill material and compaction for the proposed pad and spread footings are not required so long as the footings are placed upon virgin soils that are free of organic materials and have been evenly excavated. If you have any questions please do not hesitate to call. Respe Thomas oe, PE 63863 TVEEVM; !1HAY16Zi2 JIT T H M STRUCTURAL CONSULTING3Y CA 28548 44"`--/114-7.1 94 6731 SW 63RD COURT MIAMI, FL 33143 Phone: 305.6093652 / Fax: 305.669.5065 STRUCTURAL INSPECTION LOG PERMIT NO.: gClzi et Lt_ J013 NAME: j C P r, CONTRACTOR So I k O ADDRESS: f lit . ,:,^'L.� >.+�3F A. �.4', k�eY -� :� 'Y�°I'..ik g`$:';TL, x.k �.�h .�.� u� -;ti., tm'l§�;�3�. zS�,e-U t. ,vs �' ".e Y .. a�. --Rk. �r,"{i - 3',.,�'�tx.. � 1�a.,n f.�6 �. -.`� t r. � � i<,�, t n.Y a -.vu �-; N, � ,.. ,v�•�,�,.i s� COMMENTS: APPROVED BY: I DATE: ^} t1 ✓ "� es, ` .}2. ,.�sse.{ �,f.�' `k".'0 1 5v t . �L. r+] 3 iy�"��Y1c Y� ,? esy � }K,,s� �., :X �n�� 'zs ¢ t' [ h _.,, _.. �_ 3.c. a r3 COMMENTS: DC_ 1 0 r ' Y ttit ICJ ¢ b GU/S f'-' �6 toyl g.-( C l sf F - ! t evi 0,,k. Alr DATE: [ 5 /,/O 14 APPROVED BY: �i,5i�� ) k`y( -��Dk � ; � {S� �+• P'+°SZ 1'3'x. F. a v9r+ffi°. � � �' ",, -,' f ,, 1., V-'�Y 9^�✓x v�� r^"� �- .�a.s1.�+ �^dX 3�' � �'fi'IGR�� 2'I'4`g R�� S' :� �� ,�. ..: ��....Y�,"., COM1�1E •1 S: , , y� e 11) APPROVED BY: ��r' ^r'�'�� DATE: MEN j" 2. xd try ¥ a m i rce h F%.'f'S ,£ ,+Y Yj R,�2 '*s'F'G{ -fi Y^P v+� 'YVi .2 ?Y' rtsd S,z' i✓. st3* -E'5 ^vvfSw COMMENTS: APPROVED BY: DATE: �.� � � .f -}" ( -" 4 3+$ f `.-�. a"' K'�� y y✓ � A � Eu t 4`�� -�. $b�- `�' s"�?� ";'f �yy { 4 .d AfSiy�. P 5� ,�' �°`i�` >� i�. `f... -zL �?'S 3 � �: .# '.�9{f. �(.�v^"Y '*� -�# � +?� � L .�'". b��i«�� +i�t -.p i� •�.T�F'�+.v�3$�'.+`,x'€ 3 : ��ny,�:., 'i �.�NrF `r£ t�"� -iL COMMENTS: APPROVED BY: j I DATE 8s p COMMENTS: APPROVED BY: I I DATE: Thomas Moe PE 63863 T H M Structural Consulting 6731 SW 63rd Court Miami, FL 33143 Ph. 305.609.3652 Fax. 305.609 -3652 illEC-J13E7v MAY l 2L 'i2 facsimile transmittal To Mr. Norman Bruhn Attn: From Thomas Moe Re: © Urgent ❑ For review ❑ Please comment Fax: Date: Pages: Cc: 305- 756 -8972 5 -15 -12 1 ❑ Please reply ❑ Please recycle Notes; Dear Mr. Bruhn, As per General Contractor John Subko's request please find the attached Soil Statement Certification Letter for property address 145 NE 94 Street. A signed and sealed hard copy will be provided to your office. Thank you, Thomas Moe, PE 53863 tied 2fiP e-A6 Cep /f: �S"t� icy e co 067 J Gef r'c -ti ge LAG- /yip rki® ,49 4t) 1 LC/ deil4;(4,"'l "Eft f e -e" 47 �� oarPe-0-4'0 L., g fog d, ©2�� qw sTRucTuRAL CONSULTING 6731 5W 63 Court ...> Off; 3054694247 Mteieni. FL 33143 Pim 306469.6065 May 11, 2012 Miami Shores Village Building and Zoning Department 10050 NE 2nd Ave Miami Shores, FL RE: Soil Statement Connor- -Wagar Residence 145 NE 94 Street Miami Shores, FL 33138 Permit No. RC12 -194 To Whom it may concern: v 4 B Y: This letter is to certify that the soils inspected at this site are a mixture of rock and sand and are capable of supporting a bearing load in excess of 2,000 psf for which the approved design was based upon. Fill material and compaction for the proposed pad and spread footings are not required so long as the footings are placed upon virgin soils that are free of organic materials and have been evenly excavated. If you have any questions please do not hesitate to call. ,`,1titt1lurll////, Res - y `�� P5. ... .0. �/. .� * �� Thomas oe, P- 63863140 P w1t: 'w: .4 STATE °c :41 O,c; •- ' 0 COQ'• C� � -``4S`.ONo-� ‘ `, '►Hilt Miami Shores Village Building Department 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 Type: BUILDING ROOFING OWNER: OWNER: Name (Fee Simple Titleholder): Phone#: /6041-1-7- Permit NYC} Master Permit No. Address: t L 5 1-1-` - e -Aree} City: IMA■A1k STt -2j Tenant/Lessee Name: 1J m- Email: VI) M P v' e.j 132113tx a ti State: zip: 3313e, Phone#: JOB ADDRESS: 14 5 05 (i LINI-Irtet- City: Miami Shores County: Folio/Parcel #: \ 32-0 (o — bt 5- 2' Zb Miami Dade Zip: 3.-13q) Is the Building Historically Designated: Yes Y NO Flood Zone: OCIASAYUCAINA �l CONTRACTOR: Company Name: c0 TAW Address: 4 7-619, n 7■ly 1 i % City: 3OCA -k t (\ pp State: F L Zip: 33/ Co Qualifier Name: d 1) il! ..C. S.:, b k„o Phone#: State Certification or Registration #: C L' ®S® .' to ,® Certificate of Competency #: Contact Phone#: 9s-l- 3L- C fro q Email Address: DESIGNER: Architect/Engineer: kiQ511Wi W I, Phone#:, } + t q 61" IYlCPhone#: q-37 61Q di Value of Work for this Permit: $ of f`,, #I 150,00 k Square/Linear Footage of Work: Type of Work: $Addition DAlteration ONew URepair/Replace ODemolition Description of Work: 1; ifii Avt ikt btAl 3 ta -Q2S+ clOce \a l6- e agkei da tlielva( veArPCI -e e.F M Sec6a Ac or. . trvDc}ia v a t i,' Q,da2cxIAA d vpen 6 ******* * * * *** x* ********:xx:********* * ** *Fees******************************************** Submittal Fee $ Permit Fee $ {Y� 6 a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ 5' Notary $ Training/Education y;, $mss Technology Fee $ Double Fee $ Structural Review TOTAL FEE NOW DUE $ 55310 { 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, BOTT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature, /- _Owner or Agent r The forkgoin instrument was knol /wedged b fore e s al Q day ofN lI ,201�byyA1 F--- ' who is pe'.onally known to me or who has produced 2 3 ,identification and who did take an oath. NOTAR PUBLIC: Signature Contractor The foregoin strument was acknow ii din before me thissJ_ day of �iI7(/ L , 20) 2,, by < iidin S • S� �� o , me or who has produced as identification and w . did take an oath. Sign: Print: My Commis $ LA ' +►1.T' Atti'MII�� ' 1' Notary Public - State of Florida �a. .1 My Comm. X' Commission # EE 128810 °•' o`f■ ° Bonded Through National Notary assn. NOTAR PUB , IC: c•; • IP tee : Z rf *************************************** **** ** ** *********** * * ****m***** APPROVED BY .4e-C7 7,x64 (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review es: i9 `' eonded ' .°6% iiiiiiinitotO * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** /2 Zoning Clerk PERMIT #: 7ZC, J H 014- 1, ..J h) J. Sv‘h4ta Contractor o Owner o Architect Miami Shores Viiiage Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 comuk d up sets of plans and ' -ther Address: wig 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: !ct 'IZ Permit No: 12 -194 Job Name: February 17, 2012 Miami Shores Village 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 Provide approval from Miami Dade County Health Dept. (DOH /HRS) Provide receipt from Miami Dade County Planning and Zoning for impact fees. Provide all permit applications prior to any further review. Provide corrections for Plumbing. Identify the level of alteration per FBC Res. he plans have the wrong code criteria. The permit is under the FBC 2007. The energy calculations must be on form a Whole Bldg. e structural plans require the wind load design criteria. A filled cell or column is required on each side of all openings. eets A -9 and A -8 are missing. All beams must be clearly labeled. I was unable to locate the flag for detail 1/S-2. Truss plans are required and must be reviewed and signed approved by the designer of cord. a4yrovide the design wind loads for new /altered openings. 1451 Provide a detail showing the rough opening and waterproofing requirements (bucks). 6) Provide product approvals for all new /altered openings that have been reviewed and signed approved by the designer of record. 7) The plans require shop drawings for the balcony railing. 8) The stair sections must include rise and tread dimensions. ■...'� 9) Identify the dimensions for the landings. \°'t0) Provide details for stair railings. "21) Provide roof ventilation. 2) Provide a high velocity roofing permit. Later 23) Structural calculations showing compliance with FBC RES Chapter 10 are required. 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 - 762 -4859 Miami Shores Village Building Department 10050 N.E 2nd Avenue Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Re a -1? Y Job Name 07. PLUMBING CRITIQUE SHEET a -7 (-z — �. . 1 1 Permit NO. RC -2 -12 -194 Issue Date: Not Issued 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 Expires:Not Issued Folio Number:1132060132920 Owner's Name: JULIAN MARTINON Job Address: 145 94 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 420 Total Job Valuation: $ 150,000.00 Contractor(s) SUBKO CONSTRUCTION COMPANY INC Phone (954)328 -6908 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/2/2012: Yes Comments: IMPROVEMENTS WERE APPROVED BY THE HISTORIC BOARD AND PLANNING BOARD DAVID A. DACQUISTO, AICP PLANNING 6 ZONING DIRECTOR DEVELOPMENT ORDER File Number: Property Address: Owner/Applicant: Address: ami Slwrei 10050 NE. SECOND AVE, MIAMI SHORES, FLORIDA 33138-2382 Telephone:, (305) 795-2207 Fax: (305) 756-8972 DACOUISTOD4)MIAMISHORESVILLAGECOM PZ-11-11-2011269 145 NE 94th Street Kirk Wagar 145 NE 94th Street, Miaini Shores FL Whereas, the applicant Kirk Wagar (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Special site plan review, site plan modification and approval, to add an addition to the first floor with expanded kitchen, covered terrace and second floor addition of master bedroom and open terrace. Whereas, a public hearing was held on December 8, 2011 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: I. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1. Approval is granted for a 72 square foot addition to the north west corner of the residence and a 200 square foot addition to the north east comer of the residence. 2. Applicant to see= necessary DEW or Department of Health approval for the septic system prior to the issuance of a village building permit, as required. 3. Applicant to obtain all required building permits before beginning work. 4. Applicant to meet all applicable code provisions at the time of pennittirig. DO PZ-I 1-11-2011269 Wagar Page 1 of 2 5. This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 8th day of December, 2011 by the Planning and Zoning Board as follows. Mr. Abramitis Yes Mr. Busta Absent Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes DO PZ- 11- 11.201 X:2.69 agar Richard M. Fernandez Chair, Planning Board Page 2 oft STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Kirk Wagar PERMIT #:13 -SC- 1397612 APPLICATION #: AP 1064665 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR871980 PROPERTY ADDRESS: 145 NE 94 St Miami, FL 33138 LOT: 20 21 BLOCK: 21 SUBDIVISION: PROPERTY ID #: 11- 3206 - 013 -2920 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,200 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 375 ] GALLONS DOSING TANK CAPACITY 183.00 ]GALLONS 81 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 625 ] SQUARE FEET Trench configuration drain SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [] MOUND [ ] I CONFIGURATION: [x] TRENCH [ 1 BED [ ] N F LOCATION OF BENCHMARK: CL NE 94 st., 9.98' NGVD I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: [ 0.00 ] INCHES O T H E R SPECIFICATIONS BY: APPROVED BY: Carl DATE ISSUED: 04/04/2 [ 3.72 ] [) INCHES r FT ] [ ABOVE /) BELOW b BENCHMARK /REFERENCE POINT 1 33.72 ] [I INCHES I FT ] [ ABOVE 4 BELOW b BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 30.00] INCHES Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. Inspector to verify the existing septic tank is properly abandon before final approval. *Invert elevation of drainfield to be no less than 7.67 ft. NGVD. *Bottom of drainfield elevation to be no less than 7.17 ft. NGVD. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f). F.A.C. TITLE: Dade CHD EXPIRATION DATE: 10/04/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC v 1.1.4 A21064665 SE867347 Page 1 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Kirk Wagar CONTRACTOR / AGENT: Jason "s LOT : 20 21 SUBDIVISION: APPLICATION # API064665 PERMIT # 13 -SC- 1397612 DOCUMENT # SE867347 BLOCK: 21 ID# : 11- 3206 - 013 -2920 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [ AUTHORIZED SEWAGE FLOW: 724.98 GALLONS PER DAY [ UNOBSTRUCTED AREA AVAILABLE: 1251.00 SQFT UNOBSTRUCTED AREA REQUIRED: NET USABLE AREA AVAILABLE: 0.29 ACRES IRESIDENCES- TABLEI 1500 GPD /ACRE BENCHMARK /REFERENCE POINT LOCATION: CL NE 94 st., 9.98' NGVD ELEVATION OF PROPOSED SYSTEM SITE OR / OTHER -TABLE 2 ] SQFT 2500 GPD /ACRE 938.00 3.72 [ INCHES / FT 7 [ ABOVE / BELOW ] BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES /SWALES: FT WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 [ ]YES [X]NO FT [ MSL / USDA SOIL SERIES: Urban land Munsell # /Color Texture Depth 10YR 2/1 Sand 0 To 6 10YR 6/1 Sand 6 To 13 10YR 8/1 Sand 13 To 46 10YR 5/4 Sand 46 To 72 OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW ] ESTIMATED WET SEASON WATER TABLE ELEVATION: NGVD NORMALLY WET: [ ]YES [ ]NO FT NON- POTABLE: FT POTABLE WATER LINES: 10 FT 10 YEAR FLOODING? [ ]YES [X]NO] ] SITE ELEVATION: 9.67 FT [MSL / SOIL PROFILE INFORMATION SITE 2 NGVD USDA SOIL SERIES: Urban land Munsell # /Color Texture l Depth 10YR 2/1 Sand 0 To 7 10YR 6/1 Sand 7 To 12 10YR 8/1 Sand 12 To 53 10YR 5/4 Sand 53 To 72 68 INCHES HIGH WATER TABLE VEGETATION: [ ]YES [X ]NO EXISTING GRADE TYPE: [ ABOVE / BELOW PERCHED MOTTLING: [ ]YES [X]NO DEPTH: SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Sand /0.80 / APPARENT ] EXISTING GRADE INCHES DEPTH OF EXCAVATION: 30 INCHES DRAINFIELD CONFIGURATION: IX] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA SITE EVALUATED BY: DATE: 03/22/2012 Piverger, Joseph (Title: Engineer Specialist 11) (Dade County Environmental Health) DE 4015, 08/09 (Obsoletes previous editions which may not be used) Inoorporated: 64E- 6.001, PAC Page 3 of 4 AP1064666 E101397612 v1.0.2 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28 -106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty -one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399 -1703. The Agency Clerk's facsimile number is 850 -410 -1448. Mediation is not available as an altemative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 04/19/2012 14:55 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 110 01 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * ** * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2465 RECIPIENT ADDRESS 97863152930 DESTINATION ID ST. TIME 04/19 14:54 TIME USE 00'21 PAGES SENT 1 RESULT OK Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 Permit NYCl I 2-- j 94-- Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING nROOFING OWNER: Name (Fee Simple Titleholder): ,kK-• \INi Phone#: ,g /604 Address: ! `1 S City: AV\Ii■ 'Sk c z5 State: YL- Zip: 3313P-) Tenant/Lessee Name: 1 t Phone #: Email: 1 jP Q 1130 h• V\dC JOB ADDRESS: 1 95 OV L5,{Y{el- City: Miami Shores County: Foiio/Parcel #: 11 - 32.0 ti-- b - 7 Is the Building Historically Designated: Yes Miami Dade Zip: 33b NO Flood Zone: CONTRACTOR: Company Name: 40 13k1-0 0,}NAVV.-ii flLjPhone #: 4 4 -4foie Address: 2--tact 4jt1\ i kIe, City: 9' rr state: Zip: 334 F: Qualifier Name: —TO h �/ S . $, �, / c' Phone#: State Certification or Registration #: C Cc5O 9' 4:17 Certificate of Competency #: Contact Phone #: 4'S' `'f g Li - (fog Email Address: DESIGNER: Architect/Engineer: irrlitc. rvt)l (; /kJ Phone#:.,304) '441' 14161- + Value of Work for this Permit: $ f' /'- Square/Linear Footage of Work: Type of Work: f Addition OAlteration n ON(e�w 1� ORepair/Replace ODemolition Aa�..A . A . da.w.1...:.% T'A- -i1n.s ellei. Dew.. 1atut. n.��.dodl t . . �i.A AA. WA 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 Permit NO. RC -2 -12 -194 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060132920 Owner's Name: KIRK W B WAGAR Job Address: 145 94 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 420 Total Job Valuation: $ 150,000.00 Contractor(s) SUBKO CONSTRUCTION COMPANY INC Phone (954)328 -6908 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 4/23/2012 : Yes Comments: IMPROVEMENTS WERE APPROVED BY THE HISTORIC BOARD AND PLANNING BOARD 4/23/12 NEW PLAN OK DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS IMPACT FEE RECEIPT PROCESS #: B20101100002.0 BATCH: FOLIO #: 1132060132920 SITE ADDRESS: 145 NE 94 ST FEEPAYER: KIRK WAGAR 145NE94ST COLLECTION NO.: 103521 DATE: 04 /19/2012 MIAMI FL 33138 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE_ _ _ _ _ _ DESCRIPTION AMOUNT . . . • . . . • . . . . . . . . . . �.a.e.e.�......�... ...a.- .....�. a.- .�.�.�. �.....�. a. e.i.... AREA 1.0 5002 00 UNIT SIZE (SQ FT) 543 0.9180 498.47 TOTAL AMOUNT DUE: $498.47 PAID CHECK: $0.00 PAID CASH: $498.47 IFSRP 0005T Al NOTICE OF COMMENCEMENT A RECORDEDD COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. "v 1�— r ( 6 ` TAX FOLIO NO.1 t - 3-2.P1P 01-5 - 2 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FL I HEREBY CER urigi oral ie THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followingiemgMir is provided in this Notice of Commencement. HARVEY 11 1111111111111111111111111111111111111111111 C FN 2012Rn31 1:141 io OR Ek 28089 Ps X740; (fps ) RECORDED 04/27/2012 10 :36:36 HARVEY RIJVIW, CLERK OF COURT 11IAl1I -DADE COUNTY, FLORIDA LAST PAGE 1 Legal description of prowrty and 2.- d street! ddress: Le55 V4/11.. t r1) v,o� -Me rer 1 rtcort>zd ; al44- 2. Description of m`provement: t 3. Owner(s) name and address: Interest in property: OMito1 Name and address of fee simple titleholder 4. Contractor's name, address and phone number: --56\i1.0 Sty iwO 2-619 SVS,'�-� AntL, ( CA S, r, 33 e3t6 _ (o lot 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. By AD awl Oflfcial Seal. / Ct>uri Gib rD.C. Space above reserved for use of recording office 2.0.0 feek9tock 71 MiNtiA4 7lte Ct',8t 8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER At- I ER 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.. Signature(s) of Own Prepared By Print Nam Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for9-.oi g instru ent a By % Ili%" vvGl r/Partner /Manager Prepared By Print Name Title /Office ged before me this 1 ❑ •.ividually, or ❑ as for Personally known, or ❑ produced the following type of identificatio Signature of Notary Public: Print Name: fling (SEAL) E; FIC .1 • PU SUANT TO SECT' • N 9 5, FLORIDA Under penalties 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. Signature(s • .7 .r f :j O By 123.. r Psi` 3110 /Partner /Manager who signed above: • •.• : *- . $ ; #EE 156628 y9,Qy.'' ,, 4. oQ�� By T H M STRUCTURAL R L CONSULTI NG 6731 SW 63RD COURT GA 28548 MIAMI, FL 33143 Phone: 305.609.3652 / Fax: 305.669.5065 January 29, 2012 CONNOR - WAGER RESIDENCE 145 NE 94 STREET MIAMI SHORES, FL UPLIFT & GRAVITY REACTIONS LOADING LLroof := 30•psf Pzl := 43.6.psf Pzlnet := Pzl — 7•psf Pzlnet = 36.6.psf FEB 02 L,2 ii DIoroof := 25.psf IL* := 40•psf DLgr := 25.psf P7;23 := 66.3•psf Pz23net := Pz23 — 7.psf Pz23net = 59.3.psf REFER TO ROOF AND FLOOR FRAMING PLANS FOR NODE LOCATIONS ROOFS 13.67•ft1 Upliftl := .(Pz23net) • 2 I (1 ft) Gravityl := (DLreo f + LLroof) • 13.67 ft (1 ft) l C 2 ) Upliiil = 405.31b Gravityi = 375.91b 12.58•ftl 12.58•t Uplift2 := (Pz23net) 2 I (2 ft) GravitY2 := (DLroof + LLtvof) • 2 (2 ft) Uplift2 = 7461b GravitY2 = 691.91b l Thomas Moe PE 63863 Uplift3 :_ (Pz23net)• Uplift3 = 839.21b 12.E 2•ftl r2.5•ft+2•ftl GravitY3 := (DLroof + LLroof) • 1 12.28• ftl (2.5 ft + 2 ft� GravitY3 = 778.41b 2 (2.5. ft + 0.5 ft� (2 ft) Uplift4 :_ (Pz23net)•(2.5•ft +0.5. 1l•(2•ft) Gravity,' :_ (DLroof +LLroof)' 2 2 Up1ift4 = 207.51b GravitY4 = 192.51b Gravtys := DLroof + LLroof) • (2• ft). (2. ft) Uplifts :_ (Pz23net }•(2•ft i }•(2•ft) _ ( Uplifts = 23721b Gravity's = 2201b FLOOR REACTIONS C13.33•ft Gravity? = (DLsr + LLB) • 2 (1.33•ft) Gravity8 := (DLflr + LLt7r, Gravity? = 576.2 lb GravitYB = 432.21b 2 10•ft 2 (1.33•ft) CHECK 3" X 6" RAFTERS (a?_ 12" O.C. OCspacing := 12• in DISTRIBUTED LOADING wDL := DLroof (ocspacing) lb wDL = 25. ft BENDING DESIGN Span := 13.33.ft (mix, + wLL) •Span 2 Mgravi y . 8 Mgravity = 1221.6ft•lb Fb := 1250.— Gravity Check Mgraviri fbGravity = Sx fbGravity = 1163.4.12 i Uplift Check Muplift fbGravity := S,, fbGravity = 1254.4. 1 in DLroof = 25.psf LLroof = 30•psf Uplift := 66.3•psf wLL := LLroor(ocspacing) wuplift := (Uplift — 7•psf)•ocspacing lb wLL =30•- 3" x 6" #2 s.p. Sx := 12.60•in3 2 wuplift• Span Muplift 8 Muplift = 1317.1 ft. lb wuplift ° 59.3. --lb ft 4717 3t"---‘3.3-3) �� Cr := 1.15 CD := 1.6 Fbprime := Cr Fb Fbprime = 1437.5. 12 OK to Fbprime := Cr. CD•Fb Fbprime = 2300.12 OK to CHECK DEFLECTION ocspacing = 1 ft lb wu =30• ft WDL =25•ft E := 1600000.12 IX := 34.66•1n in wgravity := wDL + want, wgravity = 55 lb .— ft. CRITERIA 1: (LL + DL) / 180 4 A :— 5 (wgravity) Span 384•E•IX A= 0.7•in CRITERIA 2: LL /240 5'kJ) Span4 384•E•IX 0 =0.38•in lb wLL =30•ft Span Daiiow •— 180 'allow = 0.89-in OK Hallow 240 Span Dallow = 0.67•in 3" X 6 ", #2 S.P. RAFTERS 0, 12" O.0 ARE ADEQUATE OK Span = 13.33 ft CHECK 2" X 10" FLOOR JOISTS 0 16" O.C. ocspacing := 16.in • DISTRIBUTED LOADING DLflr•(Ocspacing) lb wDL= 33.3•ft BENDING DESIGN Span := 13.33•ft DLL = 25•psf LLflr = 40•psf WLL := LLB (OCspacing) wLL= 53.3•ft 2 (wDL + WLL). Span 2 wuplift• Span Mgravity .- 8 Muphft . 8 Mgravity = 1925 ft. lb 2"x10 "#2$.p. Fb := 1050. 1 S, := 21.39•in3 tn. Gravity Check Mgravity fburavity Sx fbGravity = 1079.9.12 to CHECK DEFLECTION oCspaei„ g = 1.33 ft M„ plift = 1317.1 ft•lb Cr := 1.15 CD := 1.6 Fbprime := Cr•Fb Fbprime = 1207.5 12 OK in lb WLL= 53.3•ft wDL= 33.3•ft E := 1600000. 1 Z 1X := 98.93•iri in wgravity := wDL + WLL Ib wgravity = 86.7• w� = 53.3•- s Span = 13.33 ft 04' CRITERIA 1: (LL + DL) /240 4 5.(wgravity) Span 384•E•IX A = 0.39•in CRITERIA 2: LL /240 5 (wu j Span 4 384•E•I,s Ll = 0.24•in Span Dallow 240 Qa ow = 0.67•in OK Hallow 360 Span Datlow = 0.44•in OK 2" X 10 ", #2 S.P. FLOOR JOISTS 0 16" O.C. ARE ADEQUATE CHECK (2) 2" X 10" FLOOR BEAMS SUPPORTING 2ND FLOOR _ 3•ft tribwidth 2.. DISTRIBUTED LOADING DLpr = 25•psf Lt.& = 40•psf wDL = DLflr•(tribwidth) wLL := LLfl .(tnbwidth) lb . WDL = 37.5•— lb WLL = 60 ft BENDING DESIGN Span := 12.83•ft (wDL + wu•) • Span2 l M& 8 I Mgravity = 2006.2 ft. lb (2) 2"x 12"#2s.p. Fb := 1050. 112 in. Gravity Check Mgravity fbGravity := S x fbGravity = 562.7.12 in Sx := 2. 21.39•vn3) Cr := 1.15 Fbprime := Fb 314 — Fbprime = 1050.12 OK in v CHECK SHEAR (Span Vgravity := (wDL + wu} 2 Vgravity = 625.51b d := 9.25.in b := 2.(1.5.in) fv := 3 Vgravity 2. b. fv= 33.8 12 CHECK DEFLECTION Fvprime := Cr•Fv Fv := 175. 12 tn.. Fe = 201.2.2 OK itt tribwidth = 1.5 ft DLL = 25.psf E := 1600000• lb 2 tn' wgravity := (DLtir + LLtlr lb wgravity 'fribwidth CRITERIA 1: (LL + DL) /240 Ix := 2.(98.93.in4) lb wLL =60.0 LLB = 40•psf Span = 12.83ft 4 .— 5 `w v',) Spy Span 384•E•Ix Aatlow 240 = 0.19- in CRITERIA 2: LL /360 Daltow = 0.64•in 5. (wu,) Span 4 A :— Span 384•E•Ix allow 360 tl = 0.12.in OK callow = 0.43.in OK (2) 2" X 10 ", #2 SP MEMBERS ARE ADEQUATE DESIGN OF REINFORCED CONCRETE SLAB LOADING DLmab slab•(wtconcrete) DLstab = 75.psf wbL := (DL& + DLslab).1. ft LLB = 40•psf := (LLnr)•1.ft WDL = 100• lb . wLL = 40 lb ft ft wu := 1.2•(wDL) + 1.6•(wLL) lb wu = 184. ft DESIGN FOR BENDING wu• Span2 Mu— 8 Mu= 2151ft•lb SLAB SPECIFICATIONS "'slab := 6•in wtconcrete := 150 3 ft Span := 9.67• ft fy := 60•ksi fc = 4•ksi b := 12•in hsla, = 6.in AS := 43.20.in2 try #4 bars @ 12" o.c. a 0.85•f .b a = 0.29•in FLEXURAL STRENGTH As• fy �Mn := (P•AS•fy. d— 2/ (PM, = 3.92•k•ft := 0.9 Mu = 2.154•ft O.K. SELECT 6" SLAB WITH #4 BARS fa"? 12" o.c. TOP 14 BOTTOM d : = twat, — 1.5•in d = 4.5•in PROJECT : Reinforced Masonry Wall © 1st Fir TEN Structural Consulting 6731 SW63rdet CLIENT : JOB NO. : Miami, FL 33143 INPUT DATA :DESIGN- SUMMARY SPECIAL INSPECTION (A =NO, :1 =YES ): TYPE OF MASONRY ( 1=CMU, 2 =BRICK ) MASONRY STRENGTH f„; . = REBAR YIELD STRESS fy = ALLOWABLE INCREASING ? (IBC /CBC 1605.3.2) SERVICE GRAVITY LOAD SERVICE LATERAL LOAD SERVICE PARAPET LOAD THICKNESS OF WALL PARAPET HEIGHT WALL HEIGHT ECCENTRICITY MASONRY SPECIFIC WEIGHT DATE : PAGE: DESIGN BY : REVIEW BY WALL VERT. REINF. ANALYSIS VERT. REINF. AREA AT EACH SIDE As EFFECTIVE DEPTH (ACI, 1.13.3.5) d WIDTH OF SECTION bW EFFECTIVE THICKNESS to = MASONRY ELASTICITY MODULUS Em = STEEL ELASTICITY MODULUS E$ = THE ALLOWABLE STRESS DUE TO FLEXURE IS Fb = (SF) 0.33 f m) = P = WI w2 t hP h e 1 Yes 1 CMU 1.5 ksi 60. ksi Yes 1140 Ibs /ft 55,1 plf / ft 0: plf /ft 8 in 0 ft 10 ft 5.5 in '13O is e pf 1 .c W2 (plf/ 0 Shear Moment v, wi (pif / €t) Sheor Moment [THE WALL DESIGN IS ADEQUATE.] 1 # 5 @ 40 in o.c. (at middle) Caution, Spacing > 32 in 660 psi 0.09 in2 3.82 in 12..00 In 7.63 in 1350 ksi 29000 ksi THE DISTANCE FROM BOTTOM TO M1 IS [(h+hp)2 lz =5.9 ft 2h WI THE GOVERNING SHEAR FORCES ARE VI = (h +hp)wi — (h +hp)2w1 + Pe 2h h V2 =hwi —VI 223 Ibs / ft V3 =hpw2 = 0 Ibs /ft 328 Ibs /ft MODULAR RATIO n = 21.48 REINFORCEMENT RATIO p = 0.0020 ALLOWABLE STRESS FACTOR SF = 1.333 THE NEUTRAL AXIS DEPTH FACTOR IS k = V2p11 (pn)2 = pn THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS = 0.25499 Fs = (1.33 or 1.0) (24000 or 20000) = 32000 psi THE GOVERNING MOMENTS AND AXIAL FORCES ARE 2 1.05 MI = 2.w�h2 Pe+ '(h2 -h2)] PI = P +(wall weight) = 1491 Ibs / ft w2hp = 1024 ft-Ibs /ft M2= 2 p2 = P + (wall weight) = 1140 Ibs / ft THE GOVERNING SHEAR STRESS IN MASONRY IS MAX (Vi , v2 , v3) .fv 0 ft-Ibs/ft tebw DETERMINE THE REGION FOR FLEXURE AND AXIAL LOAD (MDG Tab 12.2.1, Fig 12.2 -12 & 13, page 12 -25). M to -1 Pd (2d 3 M < to Pd -6d 1. Wallis in compression and not cracked. REGION 1 APPLICABLE FOR (M2, P2) M to >( Pd 2d = 3.58 psi 1 3 2. Wall is cracked but steel is in compression. 3. Wall is cracked and steel is in tension. (0 REGION 3 APPLICABLE FOR (M1, P1) CHECK REGION 1 CAPACITY 2 Mm =beFb —Pt —rye CHECK REGION 2 CAPACITY Mm =Pte 2p2 6246 ft Ibs / ft > Mi [Not applicable] 6283 ft -lbs / ft > M2 [Satisfactory] 458 ft-1bs / ft < M1 [Not applicable] 2 3bWFb 353 ft-Ibs /ft > M2 [Not applicable] CHECK REGION 3 CAPACITY (The moment maybe limited by either the masonry compression or steel tension, MDG page 12 -25). MIN dd l C J F d J P to l m =M 2bJFb — — P d —! A— +-- J Ss 2 3 1121 ft-Ibs / ft > M1 [Satisfactory] 1121 fi Ibs / ft > MZ [Not applicable] THE ALLOWABLE SHEAR STRESS IS GIVEN BY F = (SF) MIN( f m , 50) = 51.64 psi [Satisfactory] (oornt'd)_ t MECAWind Version 2.0.3.0 per ASCE 7 -05 Developed by MCA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name : Address City State File Location: Studio).wnd 1/31/2012 THM STRUCTURAL CONSULTING 6731 SW 63 CT MIAMI FL C: \Users \Tom \Desktop\MECA Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= Project No. Designed By Description Customer Name Proj Location Wind Pressure \Wager User Input 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 3 : 12 23.00 25.50 .00 2 Bldg Length Along Ridge = 41.80 ft ft ft THOMAS MOE, PE 63863 WIND LOAD CALCULATION WAGER - CONNOR RESIDENCE 145 NE 94 ST, MIAMI SHORES Connor Residence (Upstairs Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area ft Bldg Width Across Ridge= Building C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 14.04 Deg Hipped 20.50 ft 7822.00 ftA Main Wind Force Resisting System(MW RS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3.62 ft Description Width Span Area Zone Max Min Max P ft ft ftA2 GCp GCp paf 36.20 ft Min P psf Windows Windows Doors Doors Roof Roof Roof 3.00 3.33 9.99 4 1.000 -1.100 50.837 - 55.145 3.00 3.33 9.99 5 1.000 -1.400 50.837 - 68.069 3.00 6.67 20.01 4 0.947 -1.047 48.545 - 52.853 3.00 6.67 20.01 5 0.947 -1.294 48.545 - 63.485 4.00 12.00 48.00 1 0.364 -0.832 23.426 - 43.593 4.00 12.00 48.00 2 0.364 -1.359 23.426 - 66.319 4.00 12.00 48.00 3 0.364 -1.359 23.426 - 66.319 T H M STRUCTURAL CONSULTING 6731 SW 63RD COURT MIAMI, FL 331.43 Phone: 305.609.3652 / Fax: 305.669.5065 FEBRUARY 20, 2012 CONNOR - WAGER RESIDENCE 145 NE 94 STREET MIAMI SHORES, FL LATERAL LOAD STRUCTURAL CALCULATIONS CHECK 2ND FLOOR DIAPHRAGM hwall1 := 10. ft hwall2 := 8.67. ft ( hwalll + hy ) wlaterall (P MWFI + P MWF4 ) 2 lb wlaterall = 341.8• ft L1 := 42•ft wlateral l • 2 Vmax = 7176.81b L2 := 25.75.ft 'max •— V„,ax L2 v`r,a„ = 278.7 ft CAPACITY (CASE 1) = 285 PLF CA 28548 PMVYF1 := 12.92.psf PMVVF4 := 23.69.psf PROVIDE UNBLOCKED DIAPHRAGM USING 10d NAILS C@ 6" O.C. CHECK ROOF DIAPHRAGM hroof := 3.33-ft hwa112 := 8.67•ft Wlaterall (PMWF1 + PMWF4) I hw2a112 +h fl wlateralI = 280.6• ft L1 := 20.25•ft Wlaterall•LI Vmax = 2841.21b L2 := 12.58. ft Vmax Vmax — L2 PMWF1 := 12.92•psf PMWF4 := 23.69•psf lb PROVIDE UNBLOCKED DIAPHRAGM USING 10d NAILS @ 4" O.C. Vmax = 225.9 ft @ DIAPGRAGM EDGES & BOUNDARIES & @ 6" O.C. REMAINDER CAPACITY (CASE 1) = 285 PLF MECAWind Version 2.0.3.0 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name : Address City State File Location: Studio).wnd 2/21/2012 THM STRUCTURAL CONSULTING 6731 SW 63 CT MIAMI FL C: \Users \Tom \Desktop \MECA Wind Basic Wind Speed(V) _ Structural Category Natural Frequency = Importance Factor Alpha = At = Am = Cc Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 41.80 ft User 146.00 II N/A 1.00 9.50 0.11 0.15 0.20 0.20 3 : 12 23.00 25.50 .00 Project No. Designed By Description Customer Name Proj Location Pressure \Wager Input mph ft ft ft : THOMAS MOE, PE 63863 : WIND LOAD CALCULATION : WAGER - CONNOR RESIDENCE : 145 NE 94 ST, MIAMI SHORES - Connor Residence (Upstairs Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building = C No = 0.85 • 900.00 ft • 1.00 = 0.65 = 500.00 ft • 15.00 ft • 14.04 Deg = Hipped = 20.50 ft = 7822.00 ft" Bldg Width Across Ridge= 36.20 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MFRS-Wall Pressures Perpendicular to Ridge Wall Cp +GCpi (psf) -GCpi (psf) Leeward Walls Side Walls -0.50 -0.70 Top Elev Sot Slew Kz Rzt ft ft gm paf -26.06 -33.39 -10.56 -17.88 -Windward Wall- Total Shear Moment . +GCpi -GCpi + / -GCpi Kip R -ft 25.50 20.50 25.00 20.00 20.00 15.00 15.00 10.00 10.00 5.00 5.00 .00 0.95 1.00 0.95 1.00 0.90 1.00 0.85 1.00 0.85 1.00 0.85 1.00 44.03. 43.84 41.83 39.37 39.37 39.37 22.18 22.06 20.69 19.02 19.02 19.02 37.69 37.57 36.20 34.53 34.53 34.53 48.25 48.12 46.76 45.08 45.08 45.08 1.0 0.3 11.1 30.4 20.8 110.2 30.3 237.9 39.7 412.8 49.1 634.8 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Cp +GCpi(psf) - GCpi(psf) -0.82 -37.78 -22.27 -0.18 -14.35 1.16 -0.53 -27.16 -11.65 -0.82 -30.03 -30.03 -0.53 -19.41 -19.41 acting at 'tot Elev' Overhang (Windward only) 0.80 28.59 MWFRS -Wall Pressures Parallel to Ridge Wall Cp +GCpi (psf) -GCpi (paf) 28.59 Leeward Walls Side Walls -0.47 -24.93 -0.70 -33.39 Top Elev Bot Elev Kt Kzt qz ft ft psf -9.42 -17.88 - Windward Wall- Total Shear +GCpi -GCpi + / -GCpi Kip Moment K -ft 25.50 25.00 20.00 15.00 10.00 5.00 20.50 20.00 15.00 10.00 5.00 .00 0.95 1.00 44.03 0.95 1.00 43.84 0.90 1.00 41.83 0.85 1.00 39.37 0.85 1.00 39.37 0.85 1.00 39.37 22.18 37.69 47.12 22.06 37.57 46.99 20.69 36.20 45.62 19.02 34.53 43.95 19.02 34.53 43.95 19.02 34.53 43.95 0.9 0.2 9.4 25.7 17.6 93.2 25.6 201.1 33.5 348.9 41.5 536.4 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof - Dist from Windward Edge 0.0 ft to 11.5 ft 11.5 ft to 23.0 ft 23.0 ft to 41.8 ft Low Rise Bldg Provisions per Building GCpf +GCpi Surface acting at 'Bot Elev' Cp +GCpi(psf) - GCpi(psf) -0.91 -41.23 -25.72 -0.88 -39.98 -24.47 -0.52 -26.80 -11.29 Fig. 6 -10: MWFRS Transverse Direction _GCpi qh Min P Max P psf psf psf 1 2 3 4 5 6 1E 2E 3E 4E 1T 2T 3T 4T Low Rise Building Surface 0.48 -0.69 -0.44 -0.37 -0.45 -0.45 0.72 -1.07 - 0.63 - 0.56 * * * * 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 * * * * -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 -0.18 43.08 * * * * Bldg Provisions per Fig. 6 -10: GCp f +GCpi -GCpi MWFRS qh psf 12.92 -37.48 -26.71 -23.69 -27.14 -27.14 23.26 -53.85 -34.89 -31.88 3.23 -9.37 -6.68 -5.92 Longitudinal Min P psf 28.43 -21.97 - 11.20 - 8.19 -11.63 - 11.63 38.77 -38.34 - 19.39 - 16.37 7.11 -5.49 -2.80 -2.05 Direction Max P psf 1 2 3 4 5 6 1E 2E 3E 4E 1T 2T 0.4 0.18 -0.18 43.08 -0.69 0.18 -0.18 43.08 -0.37 0.18 -0.18 43.08 -0.29 0.18 -0.18 43.08 -0.45 0.18 -0.18 43.08 -0.45 0.18 -0.18 43.08 0.61 0.18 -0.18 43.08 -1.07 0.18 -0.18 43.08 -0.53 0.18 -0.18 43.08 -0.43 0.18 -0.18 43.08 * * * * * * * * 9.48 -37.48 -23.69 -20.25 -27.14 -27.14 18.52 -53.85 -30.59 -26.28 2.37 -9.37 24.99 -21.97 -8.19 -4.74 -11.63 -11.63 34.03 - 38.34 -15.08 -10.77 6.25 -5.49 3T * * * * -5.92 -2.05 4T * * * * -5.06 -1.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3.62 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf Windows 3.00 3.33 9.99 4 1.000 -1.100 50.837 - 55.145 Windows 3.00 3.33 9.99 5 1.000 -1.400 50.837 - 68.069 Doors 3.00 6.67 20.01 4 0.947 -1.047 48.545 - 52.853 Doors 3.00 6.67 20.01 5 0.947 -1.294 48.545 - 63.485 Roof 4.00 12.00 48.00 1 0.364 -0.832 23.426 - 43.593 Roof 4.00 12.00 48.00 2 0.364 -1.359 23.426 - 66.319 Roof 4.00 12.00 48.00 3 0.364 -1.359 23.426 - 66.319 PANEL GRADE Structural I Grades COMMON MINIMUM MINIMUM MINIMUM NAIL SIZE FASTENER NOMINAL NOMINAL WIDTH OR STAPLE' PENETRATION PANEL OF FRAMING LENGTH IN FRAMING THICKNESS MEMBER AND GAGE (Inches) (inch) (inches) 6de 1'/4 1 1/2 16 Gage 8d 1 5/16 2 3 Ft'AL PANEL DIAPHRAGMS WITH :'PINED FOR °WIND' OR SEISMIC LOADING BLOCKED DIAPHRAGMS Fastener spacing (inches) at diaphragm boundaries (all cases) at continuous panel edges parallel to load (Cases 3, 4), and at all panel edges (Cases 5 and 6)h 6 4 2 1 /2c 2e UNBLOCKED DIAPHRAGMS Fasteners spaced 6" max. At supported edges° Fastener spacing (inches) at other panel edges (Cases 1, 2, 3 and 4)b 6 6 4 Case 1 (No unblocked edges or continuous joints parallel to load) All other configurations (Cases 2, 3, 4, 5 and 6) 185 250 375 420 165 125 210 280 420 475 185 140 2 3 155 205 310 350 135,,, 105 175 230 345 390 155 115 13/8 16 Gage 10dd 1 318 2 3 270 360 530 600 240 180 300 400 600 675 265 200 2 3 175 235 350 400 • 155 115 200 265 395 450 16 Gage 1 15/32 2 3 320 425 640 730 175 285) 130 215 360 480 720 820 320 240 2 3 175 235 350 400 155 120 200 265 395 450 175 130 Sheathing, single floor and other grades covered in DOC PS 1 and PS 2 6de 11/4 1 '/2 '16 Gage 6e 1 5/16 2 3 170 225 335 380 150 110 190 250 380 430 170 125 2 3 140 185 275 315 125 90 155 205 310 350 140 105 8d 13/8 3/8 2 3 185 250 375 420 165 125 210 280 420 475 185 140 2 3 240 320 480 545 215 160 270 360 540 610 240 180 (continued) tlY 0 0 ,.a A T H M STRUCTURAL CONSULTING 6731 SW 63RD COURT MIAMI, FL 33143 Phone: 305.609.3652 / Fax: 305.669.5065. March 27, 2012 CONNOR - WAGER RESIDENCE 145 NE 94 STREET MIAMI SHORES, FL DESIGN OF ROOF RAFTERS LOADING P,,23 := 66.3.psf CA 28548 LLroof := 30•psf DLroof := 25•psf wwind := (Pz23).2.ft wLLr = (1.400f) - 2. ft wwind =132.6 ft wLLr = 60— WIT\A, LL Mode r DL Moo), OP LL 1-1-3 ?S Project File: Connor Wagar.vap Folder: C: \Users \Tom \Documents \Visual Analysis \Upstairs Studio\ Member Unity Checks Unity Member Status Group Model Shape Design Shape Messages? 0.3744 M4 0.3743 M5 Designed DG1 SS2x6 SS2x6 None Designed DG1 SS2x6 SS2x6 None Design Member Results Rc,.--Rur Design Load Cases Strength Strength Service Load Case (Deflection Type) Number Number Name 1 12 Dead loads First Order (Other) - 13 Roof Live loads First Order (Other) - 14 Wind +X loads First Order ('E or W') 2 - 2.3.1 First Order ,1.40D 3 - 2.3.2Lr First Order ,1.20D +0.50Lr 4 - 2.3.2R First Order ,1.20D 5 - 2.3.3Lr +L First Order ,1.20D +1.60Lr 6 - 2.3.3Lr +W +X First Order ,1.20D +1.60Lr +0.80WX 7 - 2.3.3R +W +X First Order ,1.20D +0.80WX 8 - 2.3.4Lr +X First Order ,1.20D +0.50Lr +1.60WX 9 - 2.3.4R +X First Order ,1.20D +1.60WX 10 - 2.3.6 First Order ,0.90D 11 - 2.3.6 +X First Order ,0.90D +1.60WX NDS Wood Design Design Group: DG1, Group Report, Designed As: SS2x6 SIZE CONSTRAINTS: none BRACING INFORMATION: Lateral bracing at top flange (at +y): Pattern = Continuous Lateral bracing at bottom flange (at -y): Pattern = Unbraced Lateral bracing in strong direction (parallel to y): Pattern = Unbraced COLUMN INFORMATION: Braced frame in the y- direction (strong axis bending for most shapes). Braced frame in the z- direction (weak axis bending for most shapes). Effective length factors: K is calculated automatically. WOOD PARAMETERS: NDS Design Category: Visually Graded Dimension (2 -4" thick) No. 2 Southern Pine (5 -6" deep) Beam Type = Simply Supported Temperature conditions: T < 100 F Cross Section = Rectangular Loading Pattern = Uniform Moisture conditions: Dry Buckling stiffness factor not used Not eligible for incising factor SS2x6 INFORMATION: b = 0.125 ft d = 0.458 ft A = 8.25000 in ^2 Ix = 20.7970 inA4 -1 -Wed Mar 28 09:44:43 2012 Iy = 1.54700 in ^4 Sx = 7.56300 in ^3 Sy = 2.06300 in ^3 Extreme Checks Only Combined Stresses Check: Ft' or Fbi* or Fb2* or Fbl ** or Fb2 ** or ft or Member Load Offset Fa' FcE1 FcE2 Fb1' Fb2' FbE fbl fb2 Unity fc Name Case # ft State psi psi si psi psi psi psi psi psi Check P M4 11 1.78 Tens. 1160 2000 2300 1695 2300 -NA- 200.4 403.2 0 0.37 M5 11 4.16 Tens. 1160 2000 2300 1695 2300 -NA- 0 0.37 200.5 Strong Flexure Check: Mier Load Offset Fb Unity Name Case # ft psi CD Check M4 11 0.24 1.78 1250 1.60 1.00 1.00 0.85 1.00 1.00 1.00 169 M5 11 4.28 0.24 1250 1.60 1.00 1.00 0.85 1.00 1.00 1.00 Fb' CM Ct CL CF Cr Cf psi Axial Check: Member Load Offset Ft or Fc ft or fc Unity Ft' or Pc' Name Case # ft State Rs Rw psi Check psi CD CM Ct CF CP psi M4 11 3.92 Tension 1.00 0.00 205.0 0.18 725 1.60 1.00 1.00 1.00 -NA- 1160 M5 11 2.14 Tension 1.00 0.00 204.8 0.18 725 1.60 1.00 1.00 1.00 -NA- 1160 Weak Flexure Check: Member Load Offset Fb Unity Name Case Check ft psi CD CM Ct CL CF Cfu Cr Cf psi psi Nothing measurable to check. Strong Shear Check: Member Load Offset Fv. Name Case # ft Fv1 fv. Unity 5 M4 psi CD CM Ct psi psi Check M5 5 3.92 175.0 1.25 1.00 1.00 218.7 57.62 0.26 2.14 175.0 1.25 1.00 1.00 218.7 55.25 0.25 1695 -403.2 -402.9 Fb' fb Weak Shear Cheek: Member Load Offset Fv Name Case # ft �� fv. IInity Nothing measurable to check. psi Ct psi psi Check -2 -Wed Mar 28 09:44 :43 2012 4AP DESIGN OF CONCRETE BEAM SUPPORTING SLAB LOADING DLroof := 25•psf LLroof := 30•psf tribwidth _ 10.2.ft 2 tribwidth = 5.1 ft := tribwidth.LLroof height of slab hslab := 6. wtconcrete := 150 13 ft DLslab wtconcrete•hslab DLsI, = 75•psf wDL tribwidth.(DLroof + DLstab) + wtconcrete•(8•in•20in) wLL = 153.— Apt, = 676.7• lb fl wu := 1.2•(WDL) + 1.6.(wLL) w„ = 1056.8.- DESIGN FOR BENDING ham, := 20-in d := ham; - 2.5•in b := 8•in d = 17.5•in As = 0.9.in2 w„ Span 2 ty (2) #6 bars As := 2.(0.44.1n2) 8 M„ = 11.92•k•ft a .— As•fy 0.85•f .b a = 1.9•in (1)Mn :_ (1)•As•fyI d 2J 1:1:1■n = 65.5.k.ft M„ = 11.9•k•ft OK J /1 fu := 4000.1 Z in Span := 9.5•ft s Of := 60000 I2 in d' := 0.9 CHECK SHEAR wu• (Span) Vu = 2 it) := 0.85 Vu = 4.92.k 4V, := 2.41. 4{W).--121-12 •(8•in•20•in) in = 8.6.k > Vu = 4.92.k OK ItoVc 2 SELECT 8" X 20" CONCRETE BEAM WITH (2) #6 BARS TOP & BOTTOM, (2) #5 MIDDLE & #3 • STIRRUPS at7 6" O.C. LATERAL LOAD STRUCTURAL CALCULATIONS CHECK 2ND FLOOR DIAPHRAGM hwa11 := 10•ft h12 := 8.67.ft P1 := 12.92.psf Wlaterall = (PMWF1 +PMWF4) whitetail = 341.8. ft L1 := 42.ft wiatera •L1 max 2 Vmax = 7176.81b L2 := 25.75.ft Vmax vmax — L2 vmax = 278.7. $ Chwa111 + hwall2) 2 JI PMWF4 := 23.69.psf 2 PROVIDE UNBLOCKED DIAPHRAGM USING 10d NAILS @ 6" O.C. CAPACITY (CASE 1) = 285 PLF 1 CHECK ROOF DIAPHRAGM 4-ov•st rAtr l h,00f := 3.33•ft h„, := 8.67.ft PSI := 12.92.psf wlateral1 (PMWFI + P roof yp4) Chwa112 + h / l 2 lb wlaterall = 280.6. ft L1 := 20.25.ft wlateral l'L 1 Vmax 2 Vmax = 2841.21b L2 := 12.58.ft _ Vmax � v L2 L, 5 h ti•-1 jrtIV:61115 gevack,t) PMWF4 := 23.69 psf c J //r/-7 vmax = 225 91b PROVIDE UNBLOCKED DIAPHRAGM USING I0d NAILS @ 4" O.C. ft @ DIAPGRAGM EDGES & BOUNDARIES & @ 6" O.C. REMAINDER CAPACITY (CASE 1) = 285 PLF MECAWind Version 2.0.3.0 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name : Address City State File Location: Studio).wnd 2/21/2012 THM STRUCTURAL CONSULTING 6731 SW 63 CT MIAMI FL C: \Users \Tom \Desktop \MECA Wind Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon = Slope of Roof = Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 41.80 ft Project No. Designed By Description Customer Name Proj Location Pressure \Wager User Input Data: 146.00 mph = II - N/A 1.00 9.50 = 0.11 0.15 0.20 0.20 3 : 12 23.00 ft 25.50 ft .00 ft THOMAS MOE, PE 63863 WIND LOAD CALCULATION WAGER - CONNOR RESIDENCE 145 NE 94 ST, MIAMI SHORES Connor Residence (Upstairs Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width = Building C = No - 0.85 = 900.00 = 1.00 = 0.65 = 500.00 = 15.00 = 14.04 = Hipped 20.50 = 7822.00 Across Ridge= Main Wind Force Resisting System (MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Wall Cp +GCpi (psf) - GCPi (ps£) Leeward Walls -0.50 Side Walls -0.70 Top Elev Hot Elev ft ft -26.06 -10.56 -33.39 -17.88 KZ Kzt qz -Windward Wall- Total Shear Moment psf +GCpi -GCpi + / -GCpi Kip K -ft 25.50 20.50 25.00 20.00 20.00 15.00 15.00 10.00 10.00 5.00 5.00 .00 0.95 1.00 44.03. 22.18 0.95 1.00 43.84 22.06 0.90 1.00 41.83 20.69 0.85 1.00 39.37 19.02 0.85 1.00 39.37 19.02 0.85 1.00 39.37 19.02 37.69 37.57 36.20 34.53 34.53 34.53 48.25 48.12 46.76 45.08 45.08 45.08 1.0 0.3 11.1 30.4 20.8 110.2 30.3 237.9 39.7 412.8 49.1 634.8 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) PP +GCpi(psf) - GCpi(psf) -0.82 -0.18 -0.53 -0.82 -0.53 - 37.78 -14.35 -27.16 - 30.03 -19.41 -22.27 1.16 -11.65 -30.03 -19.41 acting at ft ft ft Deg ft ft^ 36.20 ft 'Bot Elev' Overhang (Windward only) 0.80 28.59 28.59 MWFRS -Wall Pressures Parallel to Ridge Wall Cp +GCpi(psf) - GCpi(psf) Leeward Walls -0.47 -24.93 -9.42 Side Walls -0.70 -33.39 -17.88 Top Elev Bot Elev Ka Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 25.50 20.50 0.95 1.00 44.03 22.18 37.69 47.12 0.9 0.2 25.00 20.00 0.95 1.00 43.84 22.06 37.57 46.99 9.4 25.7 20.00 15.00 0.90 1.00 41.83 20.69 36.20 45.62 17.6 93.2 15.00 10.00 0.85 1.00 39.37 19.02 34.53 43.95 25.6 201.1 10.00 5.00 0.85 1.00 39.37 19.02 34.53 43.95 33.5 348.9 5.00 .00 0.85 1.00 39.37 19.02 34.53 43.95 41.5 536.4 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge 0.0 ft to 11.5 ft 11.5 ft to 23.0 ft 23.0 ft to 41.8 ft Cp +GCpi (psf) -GCpi (psf) -0.91 -41.23 -25.72 -0.88 -39.98 -24.47 -0.52 -26.80 -11.29 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.48 0.18 -0.18 43.08 12.92 28.43 2 -0.69 0.18 -0.18 43.08 -37.48 -21.97 3 -0.44 0.18 -0.18 43.08 -26.71 -11.20 4 -0.37 0.18 -0.18 43.08 -23.69 -8.19 5 -0.45 0.18 -0.18 43.08 -27.14 -11.63 6 -0.45 0.18 -0.18 43.08 -27.14 -11.63 1E 0.72 0.18 -0.18 43.08 23.26 38.77 2E -1.07 0.18 -0.18 43.08 -53.85 -38.34 3E -0.63 0.18 -0.18 43.08 -34.89 -19.39 4E -0.56 0.18 -0.18 43.08 -31.88 -16.37 1T * * * * 3.23 7.11 2T * * * * -9.37 -5.49 3T * * * * -6.68 -2.80 4T * * * * -5.92 -2.05 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi. qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 43.08 9.48 24.99 2 -0.69 0.18 -0.18 43.08 -37.48 -21.97 3 -0.37 0.18 -0.18 43.08 -23.69 -8.19 4 -0.29 0.18 -0.18 43.08 -20.25 -4.74 5 -0.45 0.18 -0.18 43.08 -27.14 -11.63 6 -0.45 0.18 -0.18 43.08 -27.14 -11.63 1E 0.61 0.18 -0.18 43.08 18.52 34.03 2E -1.07 0.18 -0.18 43.08 -53.85 -38.34 3E -0.53 0.18 -0.18 43.08 -30.59 -15.08 -0.43 0.18 -0.18 43.08 -26.28 -10.77 1T * * * 2.37 6.25 2T * * * * -9.37 -5.49 3T * * * * -5.92 -2.05 4T * * * * -5.06 -1.18 Wind Pressure on Components and Math-lung Width of Pressure Coefficient Zone "a" = 3.62 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf Windows 3.00 3.33 9.99 4 1.000 -1.100 50.837 - 55.145 Windows 3.00 3.33 9.99 5 1.000 -1.400 50.837 - 68.069 Doors 3.00 6.67 20.01 4 0.947 -1.047 48.545 - 52.853 Doors 3.00 6.67 20.01 5 0.947 -1.294 48.545 - 63.485 Roof 4.00 12.00 48.00 1 0.364 -0.832 23.426 - 43.593 Roof 4.00 12.00 48.00 2 0.364 -1.359 23.426 - 66.319 Roof 4.00 12.00 48.00 3 0.364 -1.359 23.426 - 66.319 COMMON NAIL SIZE OR STAPLE' LENGTH AND GAGE MINIMUM FASTENER PENETRATION IN FRAMING (inches) MINIMUM NOMINAL PANEL THICKNESS (Inch) Sheathing, single floor and other grades covered in DOC PS 1 and PS 2 5116 348 8d 1318 MINIMUM NOMINAL WIDTH OF FRAMING MEMBER (inches) 6 2 185 3 210 2 155 3 175 2 270 3 300 2 175 3 200 2 320 3 360 2 175 3 200 2 170 3 190 2 140 3 155 2 185 3 210 2 240 3 270 ® l?Cs�liili PALE DIAPHRAGMS WITH R- El,bRS tJ f Ef 1Si °PI11IEg FOR,WINDOR SEISMIC LOADING BLOCKED DIAPHRAGMS Fastener spacing (inches) at diaphragm boundaries (all cases) at continuous panel edges parallel to Toad (Cases 3, 4), and at all panel edges (Cases 5 and 6)b 6 I 4 1 2 1/2e 1 2° Fastener Spacing (inches) at other panel edges (Cases 1, 2, 3 and 4)b 6 4 250 375 UNBLOCKED DIAPHRAGMS Fasteners spaced 6" max. At supported edgesb Case 1 All other (No unblocked edges or configurations continuous Joints parallel to load) (Cases 2,3,4,5 and 6) 420 165 280 205 420 310 475 185 350+ ' 230 345 135.,, 390 155 360 530 600 240 600 675 265 235 350 400 155 • 265 395 450 175 425 640 730 480 720 820 320 235 350 400 155 265 395 450 175 225 335 380 150 250 380 125 140 105 115 180 200 115 130 215 240 120 130 430 170 185 275 315 125 205 310 350 140 250 375 420 165 280 420 475 185 320 480 545 215 360 (continued) 540 610 240 110 125 90 105 125 140 160 180 OO ' MIAMI 1p COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DWISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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 Di 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 perfgrun in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:_ Series AIWA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU-2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03, with last revision on 07 /19 /06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or proces& 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 receded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising litre. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 070L04 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted docimteruatksa was reviewed by Carlos M. Ut rera, P.E. 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 NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU 2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and, NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19/06, prepared by Nu-Vue Industries, Inc., signed and seam by Vipin N. Tolat, P.E. "Submitted ruder NOA 1Vo. 05-0701.94" B. TEST Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction Date 1. PT 02 -4073 NVTA Upward 11/06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 11/06/02 4. PT 02 -3938 NVTA Upward 08/06/02 5. PT 03 -4177 NVRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02119/03 7. PT 03 -4271 NVRT36 -T Upward 03/27/03 8. PT 03 -4270 NVRT24 -T Upward 03/27/03 9. PT 02 -4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12/03/02 11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04 -4698 NVTIJ24 Upward Parallel/Perpendicular 04/15/04 13. PT 04 -5036 NVTI124 Upward Load 12/10/04 C. CALCULATIONS Report of Design Capacities prepared by V. N. Tolat, P.E. Product Model No. of Panes Date Sicnature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. "Submitted under NOA Ni,. 04 - 1202.(11 " D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 310 r M. IITaiers P.E. Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -1 Nu -Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS I. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N. Tolat, P.E. "Subbed render NOA Nn. 04-120201" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted under NOA No. 04-120201" G. OTHER 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vuc Industries, Inc., approved on 09114106 and expiring on 08/21/08. E -2 o f Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Lenath (I n Product Code Gauge Beat Gouge strap 18 NVTA -18 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 218 20 14 22 NVTA -22 WAS 218 20 14 24 NVTA-24 ' NVTAS 220 20 14 28 NVTA -28 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 228 20 14 38 NVTA -38 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 No. of Fasteners each strap 100 Maximum Allowable Load (the) Uppliftb Single Strap at ��, e.Yna�° 11 Singto & Double Straps L2 Single & Double Straps 5 787 1514 250 500 8 805 1810 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 +1902 250 500 10 998 41098 250 500 11 1048 nose 250 800 12 1098 "21822 250 500 13 1145 4221 2250 800 14 1193 42290 280 800 *Nato For 8 or more ads per strop, use double truss for double straps. General Notes 1. Steel shell conform to ASTM A883, structural grade 33 (Mtn, Sold 33 kel) and a minimum golvon1ied seating of 080 per ASTM A525. 2. Allowable loads ore posed on National deektg oee deter* (NOS) for wood ccestruotlo;, 2001 Edition mid Florida Bung Code 2004. 3. Gaston tsede ere for Southern Pine epeeist with a epealfle gravity of 0.55. Allowable bads far other spooks shall be adjusted accordingly. 4. Nag values are based on NOS table 11P, 04,55 for common wire nails and haw been reduced for Penetrotien Depth factor Co. 5. Namable locale far wind uplift how already been Increased by a duration tooter of 1.8 for anchor oats. 338 steel stress increase le not used in the tabulated values. 5. Allowable Loads for mare than one dtreotten for o single connection cannot be added together. A dostgn load whteh can be added into components in the direetbne given must be evaluated ail tedious; OZVeft 1 + . 1A 7. Allowable loads ore based on 1r thick wood members unless otherwise noted.' 8. NI tie beams and grouted concrete masonry shall comply sib chapt re 19 and 21 of 2004 FHC. Concrete for tte beans end grout aid mortar for concrete masonry shalt be a min. of 2600 pet. Concrete masonry shall comply with AS1M 9. Aft tats have been conducted M accordance with AS114 D -1781. NVTA TABLE 2 Trues Anchors NVTA and Riveted Len g) (1n9) Product Code Gauge seat i ,Gouge strap 18 NVTA -18 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 218 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 28 NVTA •28 NVTAS 222 20 14 28 NVTA-20 NVTAS 224 20 14 30 NVTA -30 NVTAS 228 20 14 35 NVTA -38 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 No: of Fasteners each etraP 10d x 1.5° Maximum Allowable Load (Ibe) Uplift Single Strop Uplift Double L1 Single & Double Straps L2 Single & Double Straps 5 1032 2.238 250 500 6 1127 2254 385 565 7 1138 2272 520 830 8 1144 42288 520 830 9 1153 42306 520 630 10 1161 42322 520 630 11 1170 42340 520 830 12 1178 42358 820 830 13 1187 42374 520 890 !Note; For 8 or more nails per strap, one double truss for double straps. VIPIN N. TOLAT. PE (CM.) FL. REG. 12849 13123 LAiiTERN REEK LANE HOUSTON, TX 77068 .4.. Concrete lie Seam or Tic Beam formed with concrete Sled wadiemnI Ao▪ !ll�• s!! u: l Il /W- Holes Ole. NVTA, NVTAS N V u '- Vu e Industtries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894-0397 FAX: (305) 894 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG 4t NU -2 Sheet: 1 of 4 Dote: FE& 13, 2003 Revisions:Aly 1B, 2003 19 l 2008 IALL5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gouge 12 NV117-12 14 16 NVRT -16 14 18 N14R7 -18 14 20 NVitT -20 14 22 NVRT -22 14 24 NVRT-24 14 Ii7 NYRT -3D 1-44 38 t11,911-36 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (ibs) TOTAL n , riot Ties Twisted Ties 8 4 726 724 10 5 881 680 12 6 988 996 14 7 1135 1132 Noted: 1. SpecUy •F' for Mot and •i' for Twisted when ordering. 2. Fastener values are booed on mtnbrwm 1r thick wood members. 3, • Indicates no, of node N each connected wood member. 4. See General Notes, sheet 1. 1. LENGTH „I Connected Connected n 1 to truss I+ to wall G UPLIFT TABLE NVRT Twisted Rafter Ties to Concrete Tie Beams Length (h) Product Code Gouge 12 NVRT -12 14 18 NVRT -18 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT - -22 14 24 NVRT -24 14 30 NVRT -30 14 38 NVRT -36 14 48 NVRT -48 14 Noten or Concrete Filled Masonr No. of 16d nails to Wood Framing No. of " diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 922 5 7 858 8 8 981 7 8 1126 w 1. 11W tapaone shall be embedded a minimum of 1 " Into concrete ttebeen or tlebeom formed with concrete filled masonry. ire tepoonit droll how a min. edge distance of 2r and minimum epaaing of 1e as ehown. 2, See General Notes, sheet 1, 3. iB tapoons must be In the same row epode at or on centers. Do not use hotels In the opposite row. Strop must be long enough to accommodate required tapoons. 2r Min. edge distance Reinforcement required Tie Been formed with concrete filled masonry or concrete He beam VIPIN N. TOLAT, FE (CIVIL) FL. REC. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 NVRT Anchor Holes dia. IV 18d Tapame 11r u - Vu e Industrlee, Inc. 1053 -1069 East 29 Stmt Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX (305) 694 -0398 NVRT FLAT AND TWISTED RAFTER TiES DWG NU -2 Sheet: 3 of 4 Date: FEe. 13. 203 . Revlsioneuury 7, ,iune IS, 2005 Jan. 10, 2008 Ji4y 19. 2008 a • • Truss Dote required to transfer Toad to bottom. chord r. M�1. 4• EPA NVTH Relnforoe nente Required Double treop Double Truss Concrete Tie Beam or Tie Beare with concrete formed masonry 5 Nabs in Front (Mtn.) Nate 10d x 1.5• Nabs an Front & Book Bhol be off centered • ' Gam_ 4.7.01i TABLE 7 Truss Anchors NVTH Length Product Gauge Gauge On) Code seat strap 12 NVTH -18 18 14 VDPIN N. TWAT. PE (CIPlL) FL REG./ 12847 16193 IA*ERN CREEX LANE HOUSTON, TX 77068 No. of Fastenerb In each Strap 10d x 1.5" Maximum • Uplift Loads (Ibe) Single Strap on Single Trues Double Straps on Double Trues 5 1032 2084 B 1222 2444 7 1275 2550 8 1320 2558 0 1383 2758 10 1437 2874 11 1490 . 2980 12 1544 3088 13 898 3198 NVTH Nu- Vu e Industries, Inc. 1088 -1089 lest Se Street Hialeah, Florida 33018 Phan: (S805] 894 -0397 Fax (305)) 694 -0998 NY7H ANCHORS DWG 0: NU -2 Sheet: 4 at 4 Date: .etl.Y 19, 2008 Revisions: TABLE 3 NVBH 24 BUTTERFLY HANGER Notes: 1. Use all specified fastaen In schedule to achieve values Indlcafed. 2. Values are based on 1,i" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.m Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER 11 1 FASTENER ALLOWABLE LOADS 1 i SCHEDULE (lbs.) la a7i GRANLOADS 2x4 NV8H24 18 12 8 1113 Notes: 1. Use all specified fastaen In schedule to achieve values Indlcafed. 2. Values are based on 1,i" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.m Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER Notes: 1, Uss all *Pacified fasteners In schedule to achieve values intuited. 2. Voluse are based on 3* header thickness and ir Joist thtdmae. 3. See General Notes Shat 1, VIPIN N. TOLAT, PE (CIVIL) FL REG. # 12847 15t23 LANTERN CREEK LANE HOUSTON, TX 77068 SYMM.© Mld Span UPLIFT r•. DOWNWARD LOAD t?mobtFtrap� mas�Ib +dB8t 111168 eMigsissstYsB !x cr.rJ %fl�rXGB' /�use►il Nu -- Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, florid: 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -0398 NVBH 24 AND NVUH 26 HANGERS DWG #: NU -2 Sheet 2 of 4 Dote: FEB. 13. 2003 Revisions: my 7. sou J:ne 18. 2008 Jon. 10. 2008 July 19, 2006 11 1 FASTENER ALLOWABLE LOADS (Ibs.) �TMWOAOS WIND UPUFT AD 2x8 NW1428 14 20 10 2233 1213 Notes: 1, Uss all *Pacified fasteners In schedule to achieve values intuited. 2. Voluse are based on 3* header thickness and ir Joist thtdmae. 3. See General Notes Shat 1, VIPIN N. TOLAT, PE (CIVIL) FL REG. # 12847 15t23 LANTERN CREEK LANE HOUSTON, TX 77068 SYMM.© Mld Span UPLIFT r•. DOWNWARD LOAD t?mobtFtrap� mas�Ib +dB8t 111168 eMigsissstYsB !x cr.rJ %fl�rXGB' /�use►il Nu -- Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, florid: 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -0398 NVBH 24 AND NVUH 26 HANGERS DWG #: NU -2 Sheet 2 of 4 Dote: FEB. 13. 2003 Revisions: my 7. sou J:ne 18. 2008 Jon. 10. 2008 July 19, 2006 r U.. U'EPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATI N1 CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name CRYSTAL CONNOR OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 145 NE 94 ST City MIAMI SHORES State FL ZIP Code 33138 Policy Number Cornpany NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 20, 21 OF BLOCK 21 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO 1 PLAT BOOK 10 PAGE 70 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25 °51'42.32 "N Long. 80 °11'39.69 "W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 112 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 NIA c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No RESIDENTIAL Horizontal Datum: ❑ NAD 1927 e NAD 1983 to obtain flood insurance. 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 WA sq in d) Engineered flood openings? ❑ Yes ►i4 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMISHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086C0302 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) 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: 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 N -568 Vertical Datum N.G.V.D. 1929 Conversion /Comments NIA a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.0 b) Top of the next higher floor 12.15 c) Bottom of the lowest horizontal structural member (V Zones only) NIA. d) Attached garage (top of slab) NIA. e) Lowest elevation of machinery or equipment servicing the building 10.35 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.9 g) Highest adjacent (finished) grade next to building (HAG) 10.2 h) Lowest adjacent grade at lowest elevation of deck or stairs, including NIA. 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) ►Z� IA feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ►Z1 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. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No Certifier's Name OSCAR EMILIO BAEZ - CUSIDO, PSM License Number 5034 Title REGISTERED SURVEYOR AND MAPPER Company Name 360° SURVEYING AND MAPPING Address 2000 SW 83RD CT. City MIAMI State FL ZIP Code 33155 Signature Date 01/31/2012 Telephone 305 - 265 -1002 FLACrE SEIAL H EP E 54 2d /Z FEMj orm 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Bujiding Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 145 NE 94TH ST City MIAMI SHORES State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SECTION C., C.2., e, TYPE OF EQUIPMENT = NC UNIT SECTION A - A5. LATITUDE AND LONGITUDE FROM GOOGLE EARTH CROWN OF ROAD ELEVATION = 10.13' TWO STORY BACK OF THE HOUSE F.F. ELEVATION = 10.66' Signature Date 01/31/2011 ❑ Check here if attachments SECTION E - -' ILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. 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. 01. ❑ 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. 145 NE 94TH ST Policy Number City MIAMI SHORES State FL ZIP Code 33138 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. 01/31/2012 FRONT VIEW 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. 145 NE 94TH ST Policy Number City MIAMI SHORES State FL ZIP Code 33138 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." 01/31/2012 LEFT SIDE VIEW REAR VIEW 1 FOUND 112 °0 IRON PIP (NO I.D.) LOT 9, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 LOT 8, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 15' ALLEY ' ASPHALT PAVEMENT 100.00'(R&M)' r6' HIGH CH.L.F FOUND 1/2 "0 RON PIPE (NO I.D.) 0.4' CONE. SLAB 0 1' ets 59.0' LOT 21, BLOCK 21 "MIAMI SHORES SECTION 1 AMD" P.B. 10, PG. 70 58.9' ORCH LOT 20, BLOCK 21 "MIAMI SHORES o SECTION 1 AMD" P.B. 10, PG. 70 CONC. WALK 4 ` 5 CONCREI E WALK FOUND 1/TO IRON PIP (NO I.D.) NORTH RIGHT OF WAY LINE 22' PARKWAY FOUND 1/2 "0 RON PIPE (NO I.D.) N.E. 94th STREET 75' PUBLIC RIGHT-OF-WAY 20' ASPHALT PAVEMENT N (PER PLAT) SCALE: 1" = 20' LEGEND NC UNIT CENTER LINE ELEVATION PROPERTY LINE ABBREVIATIONS A/C = AIR CONDITIONER UNIT CH.L.F. = CHAIN LINK FENCE CONC. = CONCRB I t 0 = DIAMETER F.F.EL. = FINISHED FLOOR ELEVATION H = HEIGHT PG. = PAGE P.B. = PLAT BOOK (R &M) = RECORDED & MEASURED ti BLOCK CORNER 0.0' PROPERTY ADDRESS: 145 N.E. 94th STREET MIAMI SHORES, FL. 33138 DESCRIPTION: LOTS 20 AND 21, BLOCK 21 OF " AN AMENDED PLAT OF MIAMI SHORES SECTION 1 " ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: COMMUNITY NO. 120652 PANEL NO. 0302 SUFFIX: L FIRM DATE: 09 -11 -2009 FLOOD ZONE: X 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 5- _ 1a •_ n ..,. ; -.1 .y1ola, a Fu " 4ro •.LL..(l4 ,,is .1.1.1,i,";.. N. ;. 4 I s oalla, la :: , + Ia ng= i a > , a is . a '-i . , i a ,, �IN E:. Is >,.a ...:,f q R1 I ...,I. y. ,b ■s 1, 1 a I r i l l ' l 1 `.:? -_°'1 •. i r. L. A N 13 a6Elssj : r: 1 ..1_,0 (ii7 V0111110 1010$0,. l? {I01 ,7 4dl ,)(i. itffEa•E>l iar r •I 13 C tTc0 "1r -e r .t1. ro . 95 rtt 9 b } b1 ,b• ,7 •e'.44.. •aCC.... NI. E. 93RD IA,'"I-. I • Tnt : °lam es LOCATION MAP (NOT TO SCALE) 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. 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. REFERENCE BENCH MARK: N -568 ELVATION: 9.65' NGVD 1929 LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. 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. 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: CRYSTAL CONNOR 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. 360° SURVEYING AND MAPPING, LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6356 OSCAR E. = USIDO, P.L.S. REGISTE D SURVEYOR AND MAPPER NO. 5034 STATE ,'F FLORIDA. 4111 11y 360° SURVEYING AND MAPPING, LLC Land Surveyors - Land Planners 2000 S.W. 83rd Court MIAMI, FLORIDA 33155 PHONE: (305) 265 -1002 ORIGINAL 11 -01 -11 FIELD DATE REVISIONS: JOB NO 9508 -0721B DRAWN JV - OB SHEET 1/1 ESR-2549 Used for Florida State Wide Product Approval # FL10655 Products ea this Revert 'which are aunrroved: Product HHUS210 -2 HHUS2S -2 HHUS28 -2 HHUS410 HHUS46 HHUS48 HSUL210 -2 HSUL214 -2 HSUL26 -2 HSUL410 HSUL414 HSUL46 HSUR210 -2 HSUR214 -2 HSUR26 -2 HSUR410 HSUR414 HSUR46 HU210 HU210 -2 HU210 -3 HU212 HU212 -2 HU212 -3 HU214 HU214 -2 HU214 -3 HU216 -3 HU24 -2 HU26 HU26 -2 HU28 HU28 -2 HU310 HU310 -2 HU312 -2 HU314 HU314 -2 HU316 HU34 FL# 10655.1 106552 10655.3 10655.4 10655.5 10655.6 10655.7 10655.8 10655.9 10655.10 10655.11 10655.12 10655.13 10655.14 10655.15 10655.16 10655.17 10655.18 10655.19 1065520 1065521 1065522 1065523 1065524 1065525 1065526 1065527 1065529 10655.30 10655.31 10655.32 10855.33 10655.34 1065535 10655.36 10655.37 10655.38 10655.39 10655.40 10655.41 Product HU36 HU38 HU410 HU412 HU414 HU416 HU44. HU46 HU48 HU610 HU612 HU614 HU616 141.166 HU68 HUC210 -2 HUC21O -3 HUC212 -2 HUC212 - -3 HUc214 -2 HUC214 -3 HUC216 -2 HUC216 -3 HUC24 -2 HUC26 -2 HUC28 -2 HUC310 HUC310 -2 HUC312 HUC312 2 HUC314 HUC314 -2 HUC316 HUC34 HUC36 HUC38 HUC410 HUC412 HUC414 HUC416 FL# 1065542 1065543 10655.44 10655.45 10655.46 10655447 1(655.48 1065549 1.0655.50 10655.51 10655.52 106551 10655.54 10655.'3 10655.56 10655.57 10655.58 10655.59 10655.60 10655.61 10655.62 10655.63 10655.64 10655.65 10655.66 10655.67 10655.68 1.69 10655.70 1(655_71 10655.72 10355_73 10655.74 10655.75 106.76 10655.77 10655.78 111655.79 106555.80 10655.81 SIMPSON SIMPSON STRONG -TIE INC Product FL# HUCA4 1 .82 HUC.4S 10655.83 HUC48 10655.84 HUC610 101.85 HUC612 10655.86 HUC614 10655.87 HUC616 10655. HUC66 10655 HUC68 10655.90 HUS210 1(655.91 HUS210 -2 10655.92 HUS212 -2 10655.93 HUS26 10655.94 HUS26-2 11655.95 HUS28 10655.96 HUS28 -2 10655.97 HUS410 10655.98 HUS412 10655.99 HUS46 10655.100 HUS48 10655.101 LU210 10655.102 LU24 10655.103 LU26 10655.104 LU28 10655.105 LUS210 10655.106 LUS21O -2 1(655.107 LUS214 -2 10655.108 LUS24 10655.109 LUS24 -2 10655.110 LUS26 10655.111 LUS26 --2 10655.112 LUS28 10655.113 LUS28 --2 1E655.114 LUS410 10655.115 LUS414 10655.116 LUS44 15.117 LUS46 10655.118 LUS48 10655.119 MUS26 10655.120 10655.121 COMPANY, Product SUL210 SUL210 -2 SUL214 SUL24 SUL26 SUL26 -2 SUL414 SUR210 SUR210 -2 SUR214 SUR24 SUR26 SUR26 -2 SUR414 U210 U210 -2 U210 -3 U210R 0214 U24 U24-2 U24R U26 U26-2 U26R U310 U314 U34 U36 U410 U41OR 0414 U44 U44R U46 U46R U610 U61OR U66 U66R FL# 10655.122 10655.123 10655.124 10655.125 10655.126 10655.127 10655.128 155.129 10655.130 10655.131 10655.132 10655.133 10655.134 10655.135 10655.136 10655.137 10655.138 10655.139 10655.140 10655.141 10655.142 10655.143 10655.144 10655.145 10655.146 10655.147 10655.148 10655.149 10655.150 10655.151 10655.152 10655.153 10655.154 10655.155 10655.156 10655.157 10655.158 10655.159 10655.160 10655.161 _ FcS REPORT" ESR -2549 Issued February 1, 2008 This report is subject to it Iwo years. ICC Evaluation Seri/ices Inc. EOzsiessiRetenred 0f9e# Road, Warm Oita ia 98 801 d (588) 693-0543 Ragland Mos # RIO MotadairRisal„ Saha A, Bioninallam, Alabama 35213 # (2a5j 5 MAU° CC 571:7 Reglonaleffice# 4851 WeetRassmoorRoad,Courty i tHas, Iamb X78 #(708)7 DIVISION AND PLASTICS Section: and Plastic Fastenings REPORT HOLDER: SIMPSON STRONG -TIE COMPANY, INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALWORNIA (800) Ws9r,'+vW SZrov a'de.cc,rm EVALUATION SUBJECT: SIMPSON STRONG -TIE FACE -MOUNT HANGERS FOR WOOD RIMMING 1.0 EVALUATION SCOPE Compliance wfth the fo800uing code # 20116 International (IBC) # 2006 bdemational Residential Code' (RC) # Other Codes (see Section 8.0) evaluated: Structural 2.0 USES The Simpson Strong -Tie Mangers d in this report are used as wood framing connectors in accordance th Sectkm 2304.9.3 of the IBC. The pmducls mayalsobe used in struciiires regulated under the IRC when an engineered design is submitted in accordancewith Secant R301.13of the IRC 3.a DESCRIPTION 3.1 General: The Simon Strtng-Tat hangers descrileed in this report are that have prepin thed holes for the installation of naas hdotheface aft supporting wood header or beam or ledger. 3.1.1 LU Series Hanger= The LU series hanging are formed from No. 20 gage galvanized stew. See Table 1 for hangerdintensions, required fasteners, and allowable toads; and Figure 1 fora drawing of a typical W series hanger. 3.1.2 U Series : The U series hangers are formed from No. 16 gage galvanized steel See Table 2 for the hanger dimensions, required fasteners, and allowable loads; and Figure 2 for a drawing cif a typical U series hanger. 3.1.3 HU/HUC Series Hang; The HU and HUC series hangers are fanned from No. 14 gage galvanized steel HU hangers having a width equal to or greater than 2$/18 inches (65 mm) are available with concealed flanges and am specMed with the model designation HUC. See Table 3 for the hanger diem esions, required fasteners, and allowable toads; and Figure 3a fora drawing of a typical HU series hanger and Figure 3b for an HUC hanger. 3.1A LUS Series Hangers: The LUS series hangers are ftlfirlted from No. 18 gage galvanized steel. The hangers have prepunched hales for the installareon of nails that are driven at a ' angle through the jedst and into the header, which is deserted as double shear nailing in the installation inshudkate See Table 4for the hanger dimensions, required fasteners, and allowable lndds; and Figure 4 for a drawing of a typiad LUS series hanger. 3.1.5 MUS Joist Hangar: The MUS series hangers are formed from No. 18 gage galvanized steel. The U- shaped walker of the hangers has prepunched holes for the hugallalion of joist nails that are driven at an angle through the joist. and .irrtn the. header, Arid" is as double shear nailing irr the installation mss. See Table 5 for the hanger &pensions, required fasteners, and allowable toads•; Figure 5 for a drawing of a typical MUS dies hanger. 3.1.6 HUS Series Hangs= The HUS series hangers are formed front No. 14 gage i std with the exception of the HUS26, HUS28 and HUS210 hangers, which are fanned from No. 16 gage galvantzed steel. The hangers have prepunched Eretes for the krstallation er joist nails that are driven at an angle through the joist and into the header, which is described as double shear nailing in the installation inshudiens. See Table 6 for the hangerdimensions, required fasteners, and and Figure 6 for a drawing of a typical HUS series hanger. 3.1.7 HHUS Series Hangena The HHUS series hangers are formed from No. 14 gage gehranized steel. The hangers have prepunched hems for the Installation of joist nails that are driven at an angle through the joist and into the header, whitls is descrthed as double shear nailing in the installation See Table 7 for thehanger dlrnensions, required fasteners, and allowable Toads; Figure 7 for a drawing of a typical H H1tS series hanger. 3.1.8 SURIL Series Hangers: The SURA.. series hangers are fanned from No. 1 6 gages galvanized steel. SUR and SUL are minor- image identical hangers, skewed at 45 degrees right and left, respectively. See Table 8 for the hanger required fasteners, and allowable leads; and Figure 8 for a drawing of typical SURIL series hangers. 3.1.9 HSURIL Series Hangers: The HSUR/L series hangers are formed from No. 14 gage galvanized steel. SUR and SUL are mirror -image identkal hangers, skewed at 45 degrees right and kat, respecthndy. See Table 9 for the hanger dlnienslons, required festenem, and allowable loans; and Figure 9for a drawing of typical HSURIL series hangers. E& REPORTS"' are sat la be. cease aedas npreseraitag ads or avatar aist aw ear they tabs eaashised arae eadarsveseent ajthe subject af Oserepartaro- rezareateadarsaltrar its ra:s There is no seanay by ICC. erriee.Gtc.espas:tariapired aslaany leafing teaser matter iA this swat, wasta sew prarrdart areeredby a%re/s¢. COpyrigi0 Page la 10 Page 2of10 ESR -2549 3.2 3.2.1 Seel: The hangers described in this report are manufactured from galvanized steed complying vat ASTM A 653, SS designafion, Grade 33, witi a rmnimum yield strength, Fr of 33,000 psi (227 lira) and a nikiinanntensk strength, F0, of 45,000 psi (310 litEaj fifinkman base-instal thicknesses for the hangers in this report are as . (pane) . BASE- hIETAL Thlc ES5 ) ... No. 14 0 0 No. 16 No.10 0.0445 Na. 20 _ . 0.0335 Far st 1 inch = 25.4 mrmm. The hangers have a minimum G90 zinc coaling specification in accordance with ASTM A 653. Some models (designated with a model member entling Z) are available with a 6185 zinc coating spectfitation in accerdance wth ASTMA 653. Some models (designated with a mores number ending with HOG) am available with a ga lvandzalion, also knowbi as "batch" . , in accordance with ASTM A 123, with a minimum spedfied coating weight of 2_0 ounces of zinc per square foot of surface area (600 ghnn), total for both sides,, Model numbers in this report do not include the Z or HOG ending, but the intemation shown apps. The lumber treater or hokler of this report Strong -Tie Company) should be contacted for recommendations on minimum corroskin resistance of Ideal connectors in contact wth the specific proprietary preservative treated or fire retardard treated timber. 3.2.2 Wood: Wood members with which the connectors are used must be tritium sawn lumber or . ` . tt ham a minimum spec gravity of 0.50 equivalent specifcgra vItyof0.50for lu r), and having a maximum nicistum content of 19 percent (16 peroivit for engineered lurtmber) as noted in Section thickness 4.1. The thickness of the . wood inemimr (header, beam, or ledger) crust be equd to or greater them the length of the fasteners specNed in the tables in this report, ,ar as required bywood member design, faihicharer is greater. 3.2.3 Fastener Naas used for hangers described bi this report rived canplywitn ASTM F 1667 and tiefdlowing mnunt fastener dimensions and bending yield strengths (F, COMMON NAiL SIZE SHAM DIANIETSt (inch) F t.EK�rtt 10d x 1 %/2 0.148 1'I2 90,1300 10d 0.148 16d x 2112 0.162 212 90,000 90,0 1Od 0.162 3'12 1810 For S L 1 inch = 25.4 wink psi = 6:885 kP'a. Fasteners used in contact dim pnesenrative healed or fire retardant treated lumber must comply WM IBC Sermon 2304.9.5 or RC Section 83183, as applicable. The lumber treater or this report holder (Simpson Strong Tie ) should be contacted for recommendaficins on minimum corradon resistance of fasteners and connection of fasteners used with the spec proprietary preservative treated or fire retardant treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Desk= The tabulated affowable loads shown In this are based on allowable stress desige (ASD) and include the load dinatitm fa , ._.. carresporefing with the applicable loads in accordance with the NDS. Tabulated allotieshle loads apply to products connected to wood used under dry conclitions and where sustained tempemkwes are 10D°F (37.8°C) or less. When products are installed to mod having a mokihne content greater than 19 percent (16 percent engineered wood products), or where wet SWAMIS expected, the allowable loads must be adjusted by the wet service factor, Cie spedfied in the NOS. When connectors are installed in wood that wilt experience sustained exposure to temperatures erg 100°F (37.82C), the. tamable loads in this report must be adjusted by the temperature factor, Ch, specified in the NDS. Connected mod members .must he analyzed for load- carrying capadty at the comedian in accordance with the NDS 42 Installation: lastallation untie cennectins must be in accordance with this evaluation report and the manufacturer's published In the evert of a cordlict between this rep d end the marl ifacture% published installation instructions, this report governs. 5.0 CONDITIONS OF USE The Sirnperm Strong-Tie faceerr anent hangen for woad - framed =shoe= desisted in this report comply with, or are suitable afterredives to what is specified in, those codes listed in 111 of the rem subject to the following 5.1 The connectres MUM be reahufadured, identfied and installed in acconlance with this report and the manufacturer's published installation instructions. A copy of the instructions mist be available at the jobsite at , times dunng iiristallatibIL 5.2 Calculations showing compliance with this report must be submitted tithe code official. The calculations must dae Privared by a reilirdetted design professional where required by the statues of the won in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable ondasmusthe considered, where applicable. 5.4 Connected wood membas mid fasteners must comply, with Seams 3.22 and 3.2.3 of this report. 5.5 Use of connect= with treated or fire retardant treated lumber must be in accordance with Seam 3,21 of this report. Use of fasteners with preservative treated or fire retardant treated lumber rcpt he in accofdance mitt Section 3.2.3 of this report. B{ EVRIBICE SUMMED Data in accordance wfih the tcC-ES Acceptance Criteria for Joist Hangers and Simian Devites (AC13), dated October 2006 (conreded Marti 2007). 7.0 IDENTIFICATIGht The produde described in this report are identified with a die- stamped la ' - -t a name of the manufacturer (Simpson Strong -Ten), the model number, and the number of an indmr Waluati011 report (ESR 252) that is used as an Wenner for the products recognined in this report as OTHER CODES 81 Evaluation Scope: in ablitort to the codes refireanced in Section 1.0, the products inthisreportwereevaluatedfercompliancewith the requirements of the Mowing cedes: Page 3of1O ESR -2549 O 2003 Inteimaf%nai Staring Code (2003 IBC) # 2003 Code (2003 IRC) O 2000 International & Mding Cam (2000 IBC) 11 2000 International Cale (2000 IRC) O 1997 Uniform &Aft Code" (UBC) The products demoted in this report conuiy with, in are suitable a ltematives to what is specified in, the codes fisted above, subject to the pnyVisians of Sections .82 tai 8.7. 82 Uses: 82.1 2003 IBC, 2003 IRC, 2000 03C, and 2000 IRC: See Section 2.0 of this report 8.2.2 UBC: Replace the information in Santian 2.0 with the f : Simpson Strong-Tie am used as wood framing _ in =affiance with Section 2318.4.8 of the UBC. 8.3 Description: 8.3.1 2003 IBC and 2003 IRC: See Section 3.0 of this report 8.3.2 2000 IBC and 2000 MC: See SWAM 3E.O of this report, except modify Section 3.2.3 of th s report to leference Section R32&3 of the IRC. 82.3 UBC: See Seth 3.0ofthiis rem except the first sentence in the last paragraph of Section 3.2.3 as follows: Fasteners used in contact with p . treated or fire mtardant treated lumber must, as a minimum, comply wOha UBC Se>ion 23042 8.4 Maitland .. : 2003 inc, 2003 IRC, 2000 0C. 2000 MC, and UBC: See Section 4.0 of his repidd. 8.5 CutuMlons of Use: 8.51 2003 IBC, 2003 IRC 2000 IBC, and 2000 IRC: The Stepson Tiie products described in this report comply with, or are suitable altemafives to what is specified in, those codes fated in Section 8.0, subject to the same conditions of use indicated in Se ion 5.0 of this report. 8.52 UBf The Shimmy Strung -Tie prods described in this report comply with, or are sellable alternatives to what is spedfied in, the UBC, subject to the same conditions of use Indicated in. Section 5.0 flf this report, except the last sentence of Section 5.5 is repkared with the following: Fasteners used in contact with meservative treated or fire retardant treated !timber must, as a minimum, comply with UBC Section 2304.3. 8.6 Evidemat Submitted: 2003 IBC, 2003 IRC 2000 IBC, 2000 MC, and UBC: See S ioi 6.0 of thus report. 8.7 Identification: 2003 MC, 2O03 IRC 2000 IBC, 2000 IRC, and UBC: See Section 7.0 of this report. Page 4of10 ESR-2549 TABLE 1— ALLOWABLE LOADS Mt THE LU SfER;ES JO T HANGERS 110DEL Na DIMENSKINSI (Inches) F Oboanfty-Type) Al l t3WABLE LOADS3A5 (Ils) W 11 B Headers Ja st 110115 • C 1.33 or n1.6 Ca =1.0 Ca 1.15 .... ... Ca= 1.25 10d I 16d ltd 16d 10d 16d 1U24 efts 3% 1' 4 2- 11khrt'% 245 445 530 510 610 555 665 LU26 i% 4-111del% 1,000 LU28 1sIta 6% 1% 8 6-10dx % 735 6913 1,065 1,025 1,225 1,110 1,300 111210 1% 713%4s 1% 10 6- 10thdl , 73.'"1 1,110) 1,330 1,275 1,530 1,390 1,660 For Sk 1 inch = 25.4 mm, 1 ihf =4.4 s N. 1. Refer to Figure 1 (this Imo) for definitions d (W, H, 8). 2. Refer to Sew 3.2.3 of Mb refit for nab sizes and required min" murh 3. Tabubthed allowable loads must foe selected based on dunither of load as permitted by the appfxable Welding code. 4. LU dies hates preAdetorsicard resistance, whidi as a moment of net fess than 75 pounds (334 N) the depth of the joist at width the fades inovemerd of the top or fin of tlhe joist with respect to its verb postion is 0,126 kid, (32 mm). 5. The quantity of l0d or led =rumor naffsspecffied in the `Header" rxritnroh it "Fmtterienr is requinnl to achieve the bdnilated allowable loads shown in the Allowable Download '10d° or 16d' 6. uplift low are for hanger instiMed v ifh either 10d or 16d amnion naffs into the mmpodthg header/beam, and have been increased for wind or earthquake loading nab no feather" Witt Math rnust be reduced when other load durations govern. FIGURE 1—LU SERIES HANGER Page 5 crI 10 ESR-2549 TABLE 2-ALLOWABLE ILOADS FOR THE U SERIES JOIST HANGERS SIODEL Ho. anwNsioris' (ladles) FASTENERS2 PuanlitP•TYPe) ALLOWABLE LOADS ' Ps) UPBft 6 Download W H ' B Heade? CD =1.33 =1.5 CD = 1.0 - C,= 1.l5 Co = 1.25 104 164 tad 164 104 164 1124 1345 31/5 2 4 2-18dr1112 240 445 538 510 610 555 665 1126 1345 43/4 2 6 4-10dx1112 480 665 sap 765 920 830 1,000 U210 1% 7131115 2 10 6-104e11/2 720 1,110 1,330 1,275 1,530 1,390 1,660 U214 19/16 10 2 12 8-104x11/2 1,331 1,595 1,530 1,835 1,665 1,995 U34 2.46 3.18 2 4 2-104A112 240 445 530 510 610 555 665 1136 291. 5% 2 8 1- - 4-1fahr1 12 489 890 1,065 1,025 1,225 1,110 1,330 U310 23/15 Os 2 14 6-104x11/2 i 1,555 1,860 1,790 2,140 1,940 2,330 U314 29/i6 10112 2 16 6-1011111/2 720 1,775 2,130 2,040 2,450 2,220 2,660 U44 3345 2715 2 4 2-104 295 445 530 510 610 555 665 3345 474 2 8 4-104 590 899 1,065 1,025 1,225 1,110 1,330 U410 3345 Vla 2 14 6-104 890 ' 1,555 1,860 1,790 2,140 1,940 2,330 U414 3345 10 2 18 8-104 890 ■ 1,775 2,130 2,040 2,450 2,220 2,660 U24-2 Pe 3 2 4 2-104 295 445 539 510 610 555 685 1726-2 314 5 2 8 4-104 590 8901,085 1,025 1,225 1,110 1,330 0210-2 3118 81/2 2 14 6-104 890 1,555 1,860 1,790 2,140 1,940 2,330 51/2 5 2 8 4.104 599 890:1,065 1,025 1,225 1,110 1,330 mg 5112 8112 2 14 6-104 890 1,555 1,860 1,790 2,140 1,940 2,330 U210-3 51/2 73/4 2 14 6-104 800 1,555 1,880 1,790 2,140 1,940 2,330 U24R 2% 354 2 4 2-104111/2 240 445 510 610 555 665 U2611 21/18 55/3 2 8 4-104x114 480 WO 1,065 1,025 1,225 1,110 1,330 U210R 2145 914 ' 2 14 6-104x1112 1,555 1,860 1,790 2,140 1.940 2,330 U44R 4145 2518 2 4 2-164 355 445 530 510 610 555 U46R 4145 45/5 2 8 4-164 710 890 1,065 1,025. 1,225 ' 1,110 1,330 U41OR 4145 814 2 14 6-164 1,065 1,555 1,860 1,790 2,140 1,940 2,330 USSR 6 5 2 8 4.154 710 890 1,065 1,025 1,225 1,110 1,330 U61OR 6 8112 2 14 6-164 1,065 1,555 1,860 1,790 2,140 1,940 2,330 For St 1 brch = 25.4 rron, 1 Oaf = 4.45 N. 1. Refer to Figure 2 (this page) fir &flannels of hanger nomenctatom (W, H. B). 2. Rehr to Seclinn 3,2.3 cif Ufa report for na4 sizes and required mirdrnum physkal properties 3. Tabidated allowable loads must be selected based on &Mien of toad as; permitted Willa amilicable building code. 4. U Series bangers provide torsional resistance, ad** is charmed as a mment of not less than 75 mends (334 N) Urnes the depth of the joist at which the lateral movement ri Ova tap or betkim of dm joist with respect to the vettal poskim of the Rita is 0.125 inch (3.2 mm). 5. The quantity of Itid or 164 COMIN1041 nails specieed in the Ilearke column under °Fashanere is require' d to achieve the tabulated allowable loads shown in the /Womble Downicad 1011r or Eirr columns. 6. A8cr4vable armloads are for hangers installed wllh either 104 or 16d canny= naffs into the supporting headedbearn, and have been Increased furvaind or earthquake bating vial nefulther Increase allowed. The allowable arm kettlemust be reduced when other load durations govern. FIGURE 2-II SERIES HANGER (See Tatde 2-41ove) ‘.7 11 RGURE 3a-01/ISERIES HANGER glee Tahbr 3-Next Page) FIGURE 3b-HUC SERIES HANGER (See Table 3. Footnote 3--Headt Page) Page 6of10 ESR-2549 TABLE ABLE LOADS FOR THE 44lMA: SEISES Jew HANGERS MODEL NO. HANGER DNS' (Inches) FASTENED T)131) ALLOWABLE LOADS (bs►'''3 W H B ! Jo1st Wife Download Co =1 =1.6 De =1.0 Co =1.15 CE, =1.25 11026 1e /16 3 °!s8 2' 4-16d 2-104 '/ 24ti 535 615 670 HU28 1348 5% 2' 6-16d 4- 10dx19h 480 805 925 1,005 HU210 1348 79/8 2 % 8-164 410dx11/2 400 1,070 1,230 1,340 HU212 1348 9 2 % 10-16d 6- 1114x11/2 720 1,340 1,540 1,675 H0214 13/18 101/8 2 % 12-16d 6- 104x1112 720 1,610 1,850 2,010 HU34 22 /18 3'Ie 2 4 4154 2- 11111x1118 240 535 615 670 1-11136 248 5318 2 % 8-16d 4- 104x11/2 480 1,070 1,230 1,340 HU38 284e 7118 2.1 10-164 4- 10dx11/2 4191 1,340 1,540 1,675 HU310 2848 8118 2 % 1416d 6- 104x11/2 720 1,875 2,155 2,345 1-10312 ..- 2348 105/8 2 + ... 16-16d 8~104x11/2 7211 2,145 2,465 2,680 HU314 2348 1234 2 % 18-16d 8 -10dx1 4 960 2,410 2,770 3,015 HU316 2$!,8 • . .14118 2 % 28-16d 8-10dx11/2 960.. 2,680 3,080 3,350 HU44 38118 21/8 2 % 4-16d 2 -104 308 535 615 670 1-11146 3848 5 2 % 8-16d 4-10d 605 1,070 1,230 1,340 HU48 3348 6% 2 % 10-16d 4-10d 605 1,340 1,540 1,675 HU410 3948 884 2 % 14-16d 6-10d 905 1,875 2,155 2,345 HU412 334 10548 2 % 16-16d 6-10d 2,145 2,465 2,680 HU414 A. 1254 2 % 18 -1611 9-10d 1,285 2,410 2,770 3,015 HU416 _ 38/ 1354 2 1 ' 20-16d 8-154 1,205 2;6$0 3,080 3,350 HU66 5% 4348 2' 5-154 4154 715 1,070 1,230 1,340 HU68 5% 5t348 21h 113 -16d° 4-164 .... 715 1,340 1,540 1,675 141.1610 5'/ 7518 2 / 14-16d 6-16d 1,070 1,875 2,155 2,345 HU612 51 934 21 _ 16-164 6-16d 1,070:. 2,145 2,465 2,680 HU614 5A 11% 2 % 18-16d 8-16d 1,430 2.410 2,770 3,015 HU616 5Y 12194 2 % 20-16d 8-16d 1,430 2,680 3,080 3,350 HU24 -2 311.8 3448 2 % 4-16d 2 -10d 300 535 615 670 111126 -2 31/8 53/8 2'/ 8-16d 4-10d 61)51 1,070 1,230 1,340 111128 -2 314 7 2 % 10-16d 4-10d 605 1,340 1,540 1,675 H1J210 -2 314 81348 2 % 14154 6-10d 905 1.875 2,155 2,345 1111212 -2 31/8 10% 2 % 16-16d 6-10d . _ 2,145 2,465 2,680 HU214 -2 314 12% 21/: 18-16d 6-10d 1,2115 2,410 2,770 3,015 111216 -2 314 13'4.. 2 %. 20-16d 8104 .. 1,205 : T ..,. _ 3,080_. 3,350 1113102 514 814 21/: 14-16d 6-10d 9115 1,875 2,155 2,345 HU312 -2 514 1054 2.W . ' 16-16d _ 6-104. 9 2,145 2,770 2,600 1-111314 -2 51/8 1254 21 18-16d 8-10d 1,205 2,410 2,770 3,015 110210,3 4"48. 1948 2'/ 14-16d 6-10d 905 1,875 2,155 2,345 1111212 -3 41148 10548 2 % 16-16d 6-10d 2,145 2,465 2,680 H1.1214-3 41148 12'113 214 18-16d 8-10d 1.205 2,410 2,770 3,015 111)216 3 4t148 181/8 21 20-16d 8-154 1,205 2,680 3,080 3,350 For St 11nchh = 25A ran, 1 lbf =4.45 N. 1. Refer to Figures 3a and 3b page) for defertions of hater fteeTtenthltilre {611, H, 9). 2. Refer to Swim 3.2_3 of this report for nil sizes and required 3. HU series hangers with widths (W) equal to or greater than 2 lie inches (65 ern) are avalable with treader flanges turned in (concealed) and are i h the model designaften HUM See Figure 3b page). 4. Tabulated aftcovable loads must be selected based on duration of lei as pennftled by the 5. HU Series hangers provide twional resistance, wMch is defined as a moment at not less than 75 pounds (334 N) tines the depth of the joird at wilt x the bra rnowerient of the top or bottom of the joist will respect to the verftcal posWito of the OA is 0.125 inch (3.2 mm). 6. Athasable uplift loads have been Maenad for wind or earthquake loading vn1)h no The allowat4e uplift loads must be reduced when other load durations govern: Page 7of10 ESR -2549 TABLE 4-ALLOWABLE LOANS FOR THE LI S MODEL NO. DIMENSLONS1 . {mil COMMON NAtYS= L ll -TYPe) ALLOWABLE LOADS" c Ps) W H ® Header Download - CD =1.33 cw =1.6 C1.0 Co =1.15 CD =1.25 LUS24 1811 3118 134 4104 2 -159 495 640 735 800 LUS26 181 434 11/4 4-10d 4-10d 930 830 955 1,040 1.17528 1% , a 1% 640d 410d $30 1,055 1 ,215 1,320 LLS210 1% 713I1s 134 8-lild . 410d 1,275 1,465 1,595 11JS24 -2 3% 314 2 4-16 2-16d 440 765 t 960 LUS26-2 3118 4t% 2 4-164 4-16d 1,140 1,000 1,150 1,250 11.1828 -2 3'4 7 2 6-16d 4-16d 1,140 1,265 1,455 1,585 tS210 -2 • - _314 - .. - ff'slxs 2 8-19d - _ 646d 4 10 _ . _ -: .: _. t7€5 2.030 2,210 LUS214-2 . 314 101546 2 10-16d 6-16d 1,710 2,030 2,335 2,540 LUS44 3' 1 3 2 4-16d 2-164 _ 440 765 ! 960 LUS46 3846 4% 2 4159 4-16d 1,140 1,000 1,150 1,250 LUS48 3% 6i4 2 6-16d 4-16d 1,140 1,265 1,455 1,585 LUS410 As 8 2 8 459 6-16d 1,710 1,765 2,030 2,210 L1S414 3%, 104 2 10-16d 6-16d 1,710 2,030 2,335 2,540 For St: 1 etch = 25,4 rrun, 1 lid= 4.45 N. 1. Refer to Figure 4 0tts page) for &Wham of ITOMENIdaitire (W H, 0). 2. Refer to Sedum' 3.2.3 ends report for sty and rte tuieiuwnl 3. Tabulated alienable toads must be selected based on durathni of load as penrillted by the 6t4liffng cue. 4. Why WS sit joists, they .provide torsional residence, Otis defined es a maned of not (mss than 75 pounds (334 N) bunts the depth of the me atwhich thetaterat unwanted ofthe top or bottom elite joist vvilla nespect to the veil position of the joist is 0.125 inch (3.2 nun). 5 . J o b must to drat at a 45 degree and through he kid into the headerfirearn (double stir naffing) to andieve the tabulated loads. 6. Allowable uplift toads have been " for wind or Loading t no further' The uplift loads must be reduced ten dim:diens gin.. FIGURE 4-LUS SERIES HANGER Page 8 of 10 ESR-2549 TABLE 5-ALLOWABLE LOADS FOR THE MILS SEVES HANGERS NODEL DMIENSIONS' (Inches) w % 91,0 5% 634 2 2 COMMON NEW 1TPEI ALLOWABLE LOADiril Pa) ilP51t3 Download Co= 1.33 or = CD= 1.0 Al= 1.15 CD to 1.25 6-10d 6-18d 8-10d. 8-10d 1,090 1,555 1,310 1,505 1,640 1,750 2,010 2,185 For St 1 inch = 254 nun, 1 Rd= 4.45 N. 1. Refer In Figure 5 (this page) for &DOG= of hanger numenclatme W, 11,8). 2. Refer to Sacker 32.3 tends report finnan steels and respired ordains= "al propetes. 3. Tel:dialed allrovable loads must be selected based on duration of load as permited fry the appricaVe bulkfmg code. 4. When PIOUS series hangers =mod sold-sawn joists, they provide" reds=tce, Wadi is defined as a moment of not less than 75 pounds (334 N) times the depth of the jrist at which the blesal movement of the toper bottom of the joist vdth respect to the vertical position of Ore joist Ls 0.125 bleb (32 trim). 5. Joist oats must be driven at a 45 degree angle through the joist into the headerlbeam (double shear oaring) to achieve the tabriated loads. 6. Ahnuable uplift loads have been increased for wind or earthquake loadMg with no tinting' increase is allowed. The allowable uplift loads must be reduced vdten other Wad dr" govern. FRIURE 5-MUS HEIDER (see Tolle 5) I 41 A Al'of, 14? FIBURE 6-HUS SERIES HANGER (see Table 6) TABLE 6-ALLOWABLE LOADS FORME MS SERIES HANGERS MODEL NO. DIMENSIONS' fanches) COMMON NAILS2 (Cho:nay-Type) All.CNVAEME LOADS-'4 (Ms) W 11 Ei Header Joist' %MP Download CD=1,33 or = 'L6 CD=1.0 Co 1.15 Cp 1.25 HUS26 1% 54 3 14-16d 6-16d 1,550 2,565 2,950 3,205 7146 3 22-16d 8-16d ZED 3,585 3,700 3,775 Huszio 1% 91/18 3 30-16d 10-16d 2,845 3,775 3,920 4,020 HUS46 34115. 4%, 2 4-16d 4-16d 1,080 1,005 1,115 1,255 1111348 39ii, 6154, 2 6-100 611 1,550 1,505 1,730 1,885 HUS410 3°11,5 811 2 8- ■ 16d 8-16d 2,160 2,010 2,310 2,510 HUS412 eta 1034 2 10-16d 10-16d 2,700 2,510 2,885 3,140 HUS26-2 3% 53119 2 4-16d 4-16d 1,080 1,005 1,115 1,255 HUS28-2 314 73j 2 6-150 6-46d 1,550 1,505 1,730 1,885 HUS210-2 3119 9348 2 9-16d 8-150 2,160 2,010 2,310 2,510 11119212-2 314 11 2 10-100 10-150 2,560 2,510 2,885 3,140 = 2S.4rnm1 pormd = 4A5 N. 1. Refer to Flume 6 pis ix:vapor deuu/ions of hanger nornenclature (W, 11,0). 2. Refer to Sectkur 32.3 of this report for na9 sizes and reared minimum physical properties. 3. Tabulated allowable bads mug be selected based on dwell= of bard as perrakted by the appncable blaring code. 4. Where HUS series bangers surnsort solid-sawn joists, they provide basins= re" vidch s defined as a manna of not less than 75 pounds (334 N) times the depth of the joist at With the lateral mamas= of Me top or bah= of the joist ad= respect to the =VOW position of the joist is 0.125 inch (32 mm). 5. Joist 'lath must be driven at a 45 degree axle tiatmgh Mak:list into the headaches= @Maga shear naang) to achieve the tabulated loads. 6. Allowable uplift loads have Wean hummed kw wind cr. earldroushe Waft with no further hawse is Armed. The allowable uplift loads must be reduced when other load &MONS govern. Page 9ad10 ESR -2549 TABLE 7- ALLOWABLE LOADS FOR THE INNS SEBES MAMBO MODEL lO 1 (inches) common mane (rTi) ALLOWABLE L0ADS3'4 Ps) H e CD= 1-33 or =16 Co =1.0 CD= 1.15 CD 1.25 HHUS26 -2 35/18 5'/15 14-16d 6-16d' 1,550 2,580 2965 3,225 HH -2 7112 3 22-16d 8-16d 2000 1-0111E21 0-2 315115 914 3 30-16d 10-16d 2955 3,885 5,190 4,470 4,855 5,900 5,900 HH11S46 35/5 14-16d 6-16d 1,556 2965 3,224 H HUS48 354 HHUS410 357 • 714 9 3 22-16d 30 -161d 8-16d 2,1010 4,470 4,855 10-16d 5,190 5,900 5,900 For Sk 1 inch = 25A mm,1 = 4.45 N. 1. Refer to FFgine 7 (tits page) for of hanger intmstandatune (W, H, 8). 2. Refer to Sew 32.3 of this repmt far es sizes and repined mink-rim 3 Tabulated allowable loads nest be selected based on dot of foad as penoRted by the mulcable buffithis ode. 4. Where HUS series hags support joists having a depth of 11 hiches, they provide tomiceal nedstance, which is defined as a moment of not less than 75 pounds (334 N) times the depth ofthc t at which the lateral movement of the tap or bottom of theme %9h respect to the wstrol position of Me johd is 0.126 inch (32 mm). 5. Joist nags mast be drive at a 43 degree angle through the Joist into the heactedbearn to arlhieve loads. 6. upidt s have ter" kir wind o salt no furl[ increase The allowable upift toads must be redoes when other load durations FROURE 7- HUS.St Tie 7) maw 8-9190. SERIES HANGER (see Table 8) TABLE LOADS FORME SURES& SERIES JO ST HANGERS MODEL NO. DIMENINONS1 (Inches) FASTEN ( T ) ALLOWld.E LOADS H 31/18 Al 114 Wee Download CD= 133or = 1.6 Co =1.0 Co =1.15 Co= 1.25 SURIL24 134 4-16d 4-Udzl SURiL28 161 3118 5 2 11/8 114 6-16d 64ow% 720 800 610 980 1,000 SUR/L26.2 16115 41$/18 81/15 254 11/5 23/e ' 8-16d 4- 16dx1'12 710 1,065 1,225 1,330 SUR!L210 2 11/8 11/4 10-16d 10- itidzl% 1,200 1,330 1,530 1,660 SUR/1214 18� 314 1fl 2 11t 114 12-16d 12-16dx114 1,440 1,595 1,835 1,995 SURIL210 -2 81'/15 121/z 234 1'h 2318 14-16d 6.16dx2'f 1,055 2,140 2,330 SURIL414 3"/15 25 /8 For St 1 inch = 25.4 tron,1 lbf = 4.4514. 23/8 18-16d 8- 16th:21 /2 1,420 2.395 2500 2,500 1. Refer to Figure 8 (this page) for of hanger _ (W, KB). Theme hangess have a 45° skew. 2. Refer t Section 32.3 of this rem for nall Sizes and remiired misretlrm physical . 3. Tabulated allowable bads must be selected based on duration of bad as remnitted by the applicable inulang code. 4. Where SURIL sew hangers support sofid-smso (oasts, they proride torskrnal assistance, %Nett defined as a moment of not less than 75 tads (334 N) times the doh of the lett at With the lateral movement of the tots or bottom dike j r respect to the IR:MA position of theme is 0.125 inch (3.2 nun). 5. Allowable upM lids have bean incensed for wind or rah no further homage is Armed. The a0ovrable uplift loads must be reduced other bad durations govern. Page leof10 ESR 2549 TABLE 9— ALLOWABLE LOAM. FOR TILE IESWIDISUL SEFMES.ICHST HANGERS MODEL NO. rameistora' (ins) FASTBIBLS2 { ►-TY120) ALLOWABLE LOADS34 s) W H S Al A2 Jelat Upl Download CQ =133 or = 1.5 m 1.0 CD ° 1_15 Cow 1.25 HStJRA26 -2 314 4134 2'l - 11 231 12 -16d 4- 16dY21/2 715 1,610 1,850 2,000 HSURfl 210-2 314 8 "l a 2% 134 23/o 16d 6- 16dx2113 1,070 2,680 3,080 3,350 HSUR11214 2 314 121148 ° 27h. 1' Ots 2 I 26-16d - &10d Q' i 1,430 • 3,485 • 4,005 4,355 HSURIL46 334, 434 ihs 12-16 4-16d 715 1,610 1,850 2,000 HSURIL410 3% &6 As 1 2I 20-16d 6-16d 1,070 2,680 3,080 _ 3,350 HSUWL414 3% 121/2 27lie 1 2% 26-16 8-16d 1.430 3,485 4,005 • 4,355 For St 1 true = 25.4 mm, 1 fist = 4.45 N. 1. Refer to Figure 9 (this page) for deforifions al hanger noilletaatting eN, H, B). These hovers have a 45° skew. 2. Refer toSedian323of this repast far nal sizes and requh mininwm Marital pawerlles. 3. Tabulated allowable laads must be selealeal based on Moulton of load as permitted try tFee vplizable baling code. 4. Where HSURA series hangers support solid.weet Oats, they monde torsional resistance, each is defined as a moment of not less than 76 pounds (334 Matson the die of the kkit atwh ch the lateral moment of the top as balto a ofthe foist wfth respect to the vertical pin of the is t3 125 inch (3.2 mm). 5. Allowable upHt Ids have been increased for vend or earthquake teacarts wilb no further Mamma is allowed. The afl vrable uplift loads n ist be reduced been other' FIGURE 9— HSURIL SERIES HANGER MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1055 E. 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and dons governing the use of construction materials. The documentation submitted has been r eviewecd 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 Jurisdictio n (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 tee for quality assurance If this product or material fails to perform in. the accepted manner, the immufacturer 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 descnind herein, and has been designed to comply with the Florida Building Code, including the High Verity Hurricane Zone. DESCRIPT ION: Series NVSNP, NV/NMI, Ni C, NVSTA and NVRTA Steel Wood Connectors. APPROVAL DOCUMENT: i No. NU-5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH INVTHS Anchors & NVIIC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", sheets 1 through 4 of 4, dated 04/15/04, with last revision dated 07/05 /09, prepared by Nu -Vue Indust ies, Inc., signed and sealed by Vipin. N: Tolat, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pemument 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 ailer a renewal application has been filed and there has been no change in the aPplicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur aft the mrpiratien date or if there has been a revision or change in the materials, use, andlor manufacture of the or process. Afisuse of this NOA as an endorsement of any product, for sales, advertising or any other purer 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 displace 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- 0510.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA MEmRO DADS FLAMER BUILDING 140 WEST ELACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Rov/bUitdin2code NOA No. 09- 0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 Page 1 Nu-Vuc Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps,NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", sheds 1 through 4 of 4, dated 04/15/04, with last revision dated 07/05/09, preparei by Nu Vue industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 044510.03" Test reports on wood connectors per ASTM D and sealed by C. R. C,audel, P.E. Report No. Wood Connector 1. PT # 03 -4482 NVSNP3 2. PT # 03 -4625 NVHCL/R 3. PT # 04 -4641 NVSTA 24H 4. PT # 04 -4698 NVTH24 5. PT # 03 -4590 NVTH26/NV458 6. PT # 04 -4642 NVHTA-24H 7. PT # 03 -4543 NVTH2OINV358 1761 by Product Testing, Inc., signed Direethm Downward Up& Sideways Up& Sideways Up& Sideways Sideways Up& Sideways Up& Sideways Date 09/15/03 01/21/04 03/17/04 04/15/04 12/31/03 03/22/04 12/19/03 C. CALCULATIONS 1. Report of Design Capacities, dated 06/30/09, sheets 1 through 12 of 12, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 044510.03" 2. Report of Design Capacities dated 04/27/04, sheet 1 through 12, prepared, signed and sealed byVipin N. Tolat P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO }. 8/41 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09-0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 E -1 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI i -FED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance, no financial interest and no change of product, dated 07/08/09, issued, signed and sealed by Vipin N. Tolat, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0510.03, issued to Nu-Vue Industries, Inc., approved on 12/23 /04 and expiring on 12/23/09. E -2 LT M. Utrera, P.E. Product Control Examiner NOA No. 09-0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 0 o I o o I ® 0 o 0 Allowable Loads (Ibe) leeh End Gravity '4io' NVBNPJ 10 O O 594 Nolo potion le nitrfor Irmo. &dsdl the mune Poles #ti Oa TABLE 1 KEWED NAIL. PLATE Supported & bottom chord Product Code Steel Gauge Fastener Schedule • Allowable Loads (Ibe) leeh End Gravity Ual Ift NVBNPJ 10 (8) Od N 1ij' 694 594 For Uplift, use wo NVSNP3, one at top chord and one at bottom chord of the supporting nd supported Trusses in compliance with section 2321.7 of the FOC. NVSNP3 Installation Notes: 1. Use 6 noU holes in each flange. 2. Do not bend nail plate more than once. 3. Supporting member shall be in the acute angle side with other flange behind the and of supported member (see sketch.) General Notes; 1. Steel shall conform to. ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on Latest Editions of Notional Desing specifications (NDS) for wood construction and Florida Building Code (FBC). 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable Ioods for other species shall be adjusted accordingly. 4, Common wire nail values are based on NDS and have been reduced for Penetration Depth factor. 5. Allowable loads for wind uplift have been increased by o duration factor of 1.6 for anchors Into wood only. Load values shown are without 33% steel stress increoee. 6. Allowable Ioods for more than a single connection cannot be added together. A design load which is divided Into components In the direction given must be evaluated as follows, Actual l�nlift + Actual Li + Actual L2 ,„1.O AllOwable Uplift A owabble Allowable L2 7. Allowable loads are based on 1h" thick wood members unless otherwise noted. 8. All .tie beams and grouted concrete masonry shall comply with FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM 090. 9. All tests have been conducted in accordance with ASi u&adlld. =rib WIWI VIPIN N. TOUT, PD (MVP FL. EEO. # 12547 19123 W t CRE9K LANE HOUSTON, TX 77086 fate)' u a industries, Inc. 1053-1059 loot 29 Stet Aideeh, Pleads 33018 Phones 806) 894 -0897 Pas: (805) 894 -0998 SKEWED Nat. PLATE DWG #: NU -5 Sheet: 1 ot 4 Data APRIL 10 Revisions: July 8. 2009 TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 18G seat Assembly 140 Strap Dimension Product Product H Code Code (Inches) Total No. of Fasteners in 2 Straps 10dx3" Total No. of Fasteners in Seat 10d x 3" Allowable Loads (ibs) UpIIR 11 1.2 8 2245 1981 1839 10 8 2525 2208 2088 12 8 2808 2452 2298 14 8 3086 2197 2828 16 8 3387 2942 2788 Nolen 1. Minimum embedment Into concrete 4 ", 2. Neils as neoesery In straps and seat to setters deign toads. 4 Nate (Sheet chords)sh� force combined tthhe Wen plate on the opposite side. uPUt Moles DM rut Truss plots required to transfer load to bottom chord Reinforcements d► TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembly Product Code NV458 -12 NV458 -14 NV458 -16 NV458 -20 NV458 -22 NV458 -24 140 Strap Dimension Product H Code (inches) NV 118 12 NV1H18 14 NV1H2O 18 NV(1124 20 NVi1128 NV11i28 24 NV458 -28 NVYN30 NV458 -32 NVTH38 NV458 -44 NV111411 44 3' NV3oe 414 NY488 Concrete 1b Beam 4"—or lie Boar formed with Concrete filled Masonry. Total No. of Fasteners in 2 Straps 10d x 3" Total No. of Fasteners In Seat 10d x 3" Allowable Loads (Ibe) Uplift 1.1 8 8 2245 2783 2078 10 8 2528 3131 2338 12 8 2808 3479 2597 14 8 3088 3827 2857 18 8 3387 4175 3117 Moles Dla. Holes 010, 1812 Oetall NV358 and NV458 PRc41lkTwiew eorM lease de Rot* Aelpimete Nu — Y u a Industry, inc. 1053 -1059 Eat! 29 Street Hialeah. Florida 33013 Phone: (305) 694 -0397 Fac (305) 894-0398 NVS58 & NV456 WITH DOUBLL NVTH STRAPS DWG #: NU -5 Sheet: 2of4 Date: AP80, 18, 0004 Revisit= July 5, 2009 Trues plate required to transfer load to bottom chord NVTH 14' TABLE 5 HURRICANE CLIPS Perpendicular to wall L2 Relnfare nente Required Parallel to wall •. concrete Tie seam or Tie Elam farmed with uonarats fled masavey For Uplift, use two slips, one on each tilde to comply with section 2321.7 of the FRC Cross_ ___9eethjetine TABLE 4 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS H Length (in) Product Code Gauge seat Gauge strap No. of Fasteners in Strap 10d x 1.5" Maximum Allowable Load (Ibs) Uplift 11 L2 12 NVTH -18 NVTHS 212 18 14 14 NVTH -18 NVTHS 214 18 14 18 NVTH -20 NVTHS 218 18 14 18 NVTH -22 NVTHS 218 18 14 20 NVTH -24 NVTHS 220 18 14 22 NVTH -26 NVTHS 222 18 14 24 NVTH -28 NVIHS 224 18 14 28 NVTH -30 NVTHS 228 18 14 32 NVTH -38 NVTHS 232, 18 14 44 NVTH -48 NVTHS 244 18 14 Trues plate required to tram* load to bottom chord Ntodowesekel WPM N. TOUT. P8 (clv L) 15129 imam CHEEK LA= HOUSTON, TS 71088 5 1032 580 528 8 1222 7 1275 871 830 783 738 8 29 783 735 9 1383 783 730 10 1437 783 735 11 1490 783 735 12 1544 783 13 1598 783 735 735 NVTH, NVTHS u--Vue Industries, Ina. 1063 -1059 East 29 Street > Florida 83013 Phone: ) 244-0397 1194— 8 NV?H / MYTHS ANCHORS & N1R3C HURRICANE CLIPS DWG th Sheet:. Date: Revisions: NU -5 3 of 4 AM se. 2004 duly 8, 5009 Description oauge "N ILMIIIIIIMIIIIIIII 826 263 333 NVNCR NURECANE CUP — ROT 18 8 6 NVH L NURMOAN2 CUP - i.uy 1i! 8 8 526 253 333 For Uplift, use two slips, one on each tilde to comply with section 2321.7 of the FRC Cross_ ___9eethjetine TABLE 4 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS H Length (in) Product Code Gauge seat Gauge strap No. of Fasteners in Strap 10d x 1.5" Maximum Allowable Load (Ibs) Uplift 11 L2 12 NVTH -18 NVTHS 212 18 14 14 NVTH -18 NVTHS 214 18 14 18 NVTH -20 NVTHS 218 18 14 18 NVTH -22 NVTHS 218 18 14 20 NVTH -24 NVTHS 220 18 14 22 NVTH -26 NVTHS 222 18 14 24 NVTH -28 NVIHS 224 18 14 28 NVTH -30 NVTHS 228 18 14 32 NVTH -38 NVTHS 232, 18 14 44 NVTH -48 NVTHS 244 18 14 Trues plate required to tram* load to bottom chord Ntodowesekel WPM N. TOUT. P8 (clv L) 15129 imam CHEEK LA= HOUSTON, TS 71088 5 1032 580 528 8 1222 7 1275 871 830 783 738 8 29 783 735 9 1383 783 730 10 1437 783 735 11 1490 783 735 12 1544 783 13 1598 783 735 735 NVTH, NVTHS u--Vue Industries, Ina. 1063 -1059 East 29 Street > Florida 83013 Phone: ) 244-0397 1194— 8 NV?H / MYTHS ANCHORS & N1R3C HURRICANE CLIPS DWG th Sheet:. Date: Revisions: NU -5 3 of 4 AM se. 2004 duly 8, 5009 TABLE 6 TABLE 7 NVSTA - Heavy Duty Anchors with 14G NVTH Straps and 1 ply 200 seat NVHTA —Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 200 soot Assembly Product Code 14G Strap Product Code Dimension H (inches) Total No. of Fasteners in Strap 10d x 1) " Total No, of Fasteners in 20 GA. Seat 10d x 1A- Allowable Loads (tbs) Uplift a L1 a 1.2 e NV674-1211 NV11118 12 6 6 1308 700 1048 8 8 1428 780 1144 NYSTA -14H NV 1418 14 7 8 1645 823 1239 NV1374-101 NV11120 18 5 6 1884 887 1338 NVSTA -20H NV11424 20 9 8 1783 950 1430 NVSTA -2211 NV6428 ,� • e 0 NV37A -24N 611711211 24 e NV37A -26H NVT830 28 ri. NV8TA-32H NVTN38 32 ;,1_ _, NV13TA -44H NVT1448 44 Assembly Product Code 140 Strap Product Code Dimension H (Inches) NVNTA -1211 NVTH18 12 NN1TA -141 NVTH16 14 NVNTA -16H NVIH2O 16 NVNTA -20H NVTN24 20 NVHTA -22H NV11126 22 NVNTA -24H NVIH26 24 NVHTA -26H NVTH30 28 NVHTA -3211 NVHTA --44H Nir1138 NVM4I 32 44 Total No. of Fasteners In two Straps 10d x or Total No. of Fasteners In 20 GA. Seat 10d x Allowable Loads (1bs) Uplift m L1 10 8 1772 2078 1050 1450 12 8 1984 2338 1181 1631 14 2215 1312 1812 18 18 6 2437 2888 1444 1694 2655 3117 1576 2175 Notest 1. Nails ore necessary in straps and sect to achieve, dieing loads. 2. See note 8, sheet 1 for combined loading. 3. Nase through chords shell not force the truss plates. 4. For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi, 8. Booed on min, 2800 pal condete. VIPIN N, TOLAT, PE (CIVIL) PL. REG, # 18847 15128 T MEEK UNE HOUSTON, TS 77058 .„„---71"Kr4 1 sa NvTrt b 20 A. t Nu °- Vu a Industries, Inc. t053 -1088 Sea 29 Street Hialeah, Rortds 33018 Phone: 806 894 -0397 Fax: (305) 894 -0588 NVSTA & NV6TA KlAVY DUTY ANCHORS WITH SEAT DWG is NU -5 Sheet: 4of4 Date: Revisions: OWL te. 2054 July 5, 2009 ESW2613 Used for Florida State Wide Product Approval # FL10456 Products on this Report which are approved: Product FL# Product FL# DSP 10456.1 HTS28 1045625 FTA2 104562 HTS30 1045626 FTA5 10456.3 HTS30C 1045627 FTA7 10456.4 LFTA 1045628 H1 10456.5 LTS12 10456.29 H10 10456.6 LTS 16 10456.30 H10-2 10456.7 LTS 18 10456.31 H15 10456.8 LTS20 10456.32 H15-2 10456.9 MTS 12 10456.33 H2 10456.10 MTS16 10456.34 H2.5 10456.11 MTS18 10456.35 H2.5A 10456.12 MTS20 10456.36 H3 10456.13 MTS30 10456.37 H4 10456.14 RSP4 10456.38 H5 10456.15 RST 1 10456.39 H6 10456.16 RST -2 10456.40 H7Z 10456.17 SP1 10456.41 HGT -2 10456.18 SP2 10456.42 HGT -3 10456.19 SP4 10456.43 HGT-4 1045620 SP6 10456.44 HS24 1045621 SP8 10456.45 HTS16 1045622 SPH4 10456.46 HTS20 10456.23 SPH6 10456 47 HTS24 1045624 SSP 10456.48 SIIVIPSON SIMPSON STRONG -TIE COMPANY, INC �S REPORT" ESR- 2513* issued February 1, 2008 This report is subject to re- examination in two years. !cc Evaluation Serviuos inc. ThedrieestRegieesd Cepa • 5330 v1ed ah WE Road, Vedder, Cabana ECM • t53d 699.0543 Regional Offices 113rtdairRand, Side A, Birnangleen, Reba= 35213 (205) 9373800 www.Ece-esoorq Regional tfice■4751{s edResumerRead.Caunby Fps. limb604i8•p08)71 5 DIVISION: 06 —WOOD AND PLASTICS Section: -Wood and acs Flings REPORT HOLDER: SiNIPSON STRONG -TIE COMPANY, INC. 5966 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (806) 82545899 www.steoriaatie.com EVALUATION SUBJECT: SIMPSON STRONG -TIE HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING 1.0 EVALUATION SCOPE Compliance with the following codes: • 2008 International Codee (IBC) a 2000 international Residential Code® (IRC) • Other Codes (see Section 8.0) Properlofea evaluated: Shud:fnrrel 2.0 USES The Simpson Strong -Tie hurricane andseismic straps and ties described in this report are used as wood framing connecters in accordance with Section 2304.9.3 ofthe IBC. The products may also be used in structures regulated under the iRC when an engineered design is submitted in accorchince with Section R3011.3 ofthe IRC. 3,8 DESCRIPTION 3.1 General: The Simpson Strong -Tie hurricane and seismic straps andttes recognized in this report are installed to resist design forces on wood-frame construction resulting from the won of the most critical effects ofthe load combinations prescribed by code that include wind or seismic loads: 3.1.1 Hurricane Tles: Hurricane ties are used to anchor wood rafters or joists to wood wall plates or muds or to anchor wood studs to wood sill plates. The H8, H7Z, H15, and H15-2 ties are formed from No 16 gage galvanized steel; the Ht, H2, H2.51 H2.5A, H3, H5, H10, H10A, and H10-2 ties are formed from No. 18 gage galvanized steel; and the H4 tie is formed from No. 20 gage galvanized steel. See Table 1 for tie model numbers, tie dimensions, fastener schedules, and Towable loads. See Figures 1a and 1 b for drawings of the hurricane ties recognized in this report and Fire 1 c for drawings of installation c onfigcsations isvfth designated allowable bad directions. 3.12 HS24 Hurricane Tie: The HS24 hurricane tie anchors wood rafters or trusses to wood wall top plates. The HS24 connector is farmed from No. 18 gage galvanized steel. See Table 2 for required fasteners and allowable loads. See Figure 2 for a drawing of the HS24 lie and a typical installation detail. 3.1.3 RST-1 and FIST-2 Hurricane Ties: The RST hurricane ties are used to anchor single-ply wood roof to (or rafters) to vertically aligned wood studs. The RST -1 is designed to anchor single -ply wood trusses with lumber oriented horizontally, and the RST-2 is designed to anchor two -ply wood misses with timber oriented vertically or single - ply wood busses with lumber oriented horizontally. The RST -1 and RST-2 hurricane be connectors are fabricated from No. 20 and No. 18 gage galvanized steel, rarely. See Table 3 for RST model numbers, width and length dimensions, reed fasteners, and allowable uplift loads. See Figure 3 for drawings of the RST -1 tie and a typicai installation detail. 3.1A LTS, MTS, and 1115 Series Twist Straps: The LTS, MTS, and HTS series Waist straps are used to anchor wood trusses or lutes to wood wail double top plates, !rood studs, wood beams, or wood rim boards. The LTS, NITS, and HTS series twist straps are formed from No. 18, No. 18, and No. 14 gage galvanized steel, respectively. See Table 4 for strap model numbers, overall strap lengths, required fasteners, and allowable uplift loads when installed with different fastener schedules. See Figure 4 fora drawing of an LTS12 twist strap and two typical ARTS strap installations. 3.14 LFTA Light Floor lie Armor. The LFTA tightflo r lie anchor is used as a floor-to-nom tension tie and is formed from Nio. 16 gage galvanized steel. See Table 5 for anchor tie dimensions, required fasteners, and the assigned allowable uplift foal. See Figure 5 fora drawing ofthe LFTA connector. 3.1.6 FTA Floor Tle Anchors: The FTA ftoortie anchors are used to connect vertically aligned studs between a horizontal wood diaphragm assemblage with floor joists having a maximum 12-inch nominal depth. The FTA2 and FTA5 are formed from No. 10 gage galvanized steel, and the FTA7 is formed from No. 3 gage galvanized steel. See Tape 8 for FTA models, anchor dimensions, required fasteners, andatlowabte tension load. See Figure 6a for a drawing of an FTA floor anchor tie defining oven length and clear span, and Figure 6b for drawings of a typical FTA anchor installation. • 3.1.7 SP end SPH Sides Sled Plate Connectors: The SPI connector fastens one edge of a wood sled to the contiguous edge of a wood sill plate, and the SP2 connector fastens to one side of a wood double top plate and to the contiguous edge of a wood stud. The SP4, SP6, SP8, SPH4, SPH6, and SPH8 are 1 t /,c -indi -wide (32 mm) U- shaped straps *Corrected July 2068 REPORTS"' arena to be construed as representing RDCfh'fr or coy other attrdnaes not spedfatedly addressee; nth are dup to be construed as an endarsenent4dresdjeetgjtiee report orere a enjoritsase .ThereisnowarrmtOplCCEmb Semi hta,agressorinpEedastoanpfintrng or offisrmutmrin tins report or as.to any p adiact maenad by the report Copyright 20177 OrileffianalaIndffreM r Page 1of12 Page 2of12 ESR-2613 with a hortzontaf portion that bears against the woad wall top plates or sill plates and two vertical legs that are nailed to the edges of a wood stud. The SP and SPH connectors are fabricated from No. 20 and No. 18 gage gam+ ed steel, respectively. See Table 7 for SP and SPH models, connector dimensions, required fasteners, and allowable uplift loads. See Figure 7 for drawings of the SP1 and SP2 connector, and of typical stud -to- plate connection details for the SP1, SP2, SP4, and SPH4 connectors. 3.1.8 RSP4 Reversible Stud Plate Tien The RSP4 lie plates are used to connect a nominally 2- inch -snide wood stud to either atop or sill plate of awood framed wall. The RSP4 tie connector is fabricated from No. 20 gage galvanized steel. See Table 8 for required fasteners and allowable loads. See Figure 8a for a drawing of the RSP4 connector showing overall dimensions; Figure 8b for a drawing of a typical RSP4 installation connecting a wood double top plate to a wood stud; and Figure 8c for a typical RSP4 installation connecting a wood stud to .a wood sill plate. 3.1.9 SSP and DSP Stud Plate Connectors: The SSP stud4o-plate cormeclor is used to provide a positive connection between a single wood stud and the top or stil plate of the same wood wall, and the DSP stud -to. -plate connector is used to provide a positive connection between a double wood stud and the wood wall top or all plate of the same wood wall. The SSP and DSP connectors are fabricated from No. 18 gage galvanized steel. See Table 9 for required fasteners and allowable uplift loam. See Figure 9 for drawings of the SSP and DSP connectors nec tors showing overall dimensions; a drawing of an SSP installation connecting a stud to a sill plate; and a drawing of a DSP installation connecting a double wood stud assembly to a top plate. 3.1.10 HGT Heavy Girder Tiedown Brackets: The HGT heavy girder tiedown brackets are used to provide a positive connection between wood roof beams or multi- plywood roof trusses and wood posts vertically aligned to support the end reaction of the beam or truss member. The HGT tiedown connector is a U-shaped bracket that is installed over the top chord of the roof truss having a slope from 3:12 (14 degrees) to 8:12 (34 degrees). Other components required for the connection, such as the anchor rods and hold -down or tie- down devices, that must be used to form a complete load path to resist design ups forces from their point of origin' to the load-resisting elements, that is, the vertically aligned supporting wood post, must be designed and specified by the registered design professional. The HGT tiedown brackets are fabricated from No. 7 gage steel, and are supplied with insert plates and crescent washers. See Table 9 for tiedown connector models, connector rimensions,fasterierschedules, and allowable uplift loads. See Figure 9 for a drawing of the HGT-2 tiedown connector, and a drawing of a typical connection detail showing necessary components, including those notcovered in this evaluation report, such asihe HTi22 tension Tie. 32 Materials: 3.21 Steel: Unless otherwise noted, the connectors described in this report are fabricated from ASTM A 853, SS designation, Grade 33, galvanized steel with a minimum yield strength, F of 33,000 psi (227 MPa) and a minimum tensile strength, F' of 45,00 psi (310 MPa). The FTA hoar anchor ties are fabricated from ASTM A 1011, SS designation, Grade 33, hot rolled steel with a minimum yield strength of 33,000 psi (227 MPa) and a minimum tensile strength of 52,000 psi (358 MPa). The HTS twist straps, the SSP and DSP stud-to -plate ties, and the H2.5A hurricane lie are fabricated from ASTM A 653, SS designation, Grade 40, steel with a minimum yield strength of 40,000 pei (275 MPa) and a minimum tensile strength of 55,000 psi (379 MPa). The body of the HGT heavy girder tiedown backet is fabricated from ASTM A 1011, SS designation, Grade 33, hot rolled steel with a minimum yield strength of 33,000 psi (227 MPa) and a minimum tensile strength of 52,000 psi (358 MPa), and the crescent washers of the HGT bracket are fabricated from ASTM A 36 steel wit a Minimum yield strength of 36,000 psi (248 MPa) and a minimum tensile strength of 58,000 psi (399 MPa). Base -meth thicknesses for the connectors in this report are as follows: NOMEVAL SS MINIMUM BASE-METAL THICKNESS (inch) No. 3 0.2285 No. 7 0.1705 No. 10 0.1275 No. 14 0.0685 No. 16 0.0555 No.18 0.0445 No. 20 0.0335 For St:1 inch = 25.4 m ai. The galvanized connectors have a minimum G90 zinc coating in accordance with ASTM A 853. Some models (designated with a model number ending with Z) are availablewiih a G185 zinc coating specification in accordance with ASTM A 853. Some models (designated with a model number ending with HDG) are available with a hot -dip galvanization, also known as 'batch* galvanization, in amordeffice with ASTM A 123, with a rrdnirruim specified .coating weightof2.0 ounces of zinc per.squarefootofsurface area (600 gimz), total for both sides. Model numbers in this report ate not include the Z or HDG ending, butthe information shown applies. The FTA floor anchor ties and HTS twist straps have a painted finish and may also be available with the HDG finish. The lumber treater or holder *flits report (Simpson Strong - Tie Company) should be contacted for recommendations on minimum corrosion rrosion r of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated tunuier. 3.2.2 Wad: Supporting wood members to win these connectors are fastened runt be solid sawn lumber, glued- laminated lumber, or engineered lumber [such as Laminated Veneer Lumber (LVL), Parallel Strand Lumber (PSL), and Lalllifitifed Strand Lumber (iSL)j having ctimensions consistent with the connector i s shown in this report Unless otherwise noted, supporting wood members and supported members must have an assigned minimum specific gravity of0.50(minirnum equivalent specific gravity of 0.50 for engineered lumber), except as noted in Table 7 for the SPH stud plate tie connectors, which permits lumber having an assigned minimum specific gravity of 0.50 and 0.55; and Table 9 for the SSP and DSP stied -to -plate tie connectors, which permits lumber having an assigned rmktimum specific gravity of 0.50 and 0.43. The lumber used with the connectors described in this report must have a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. The thickness of the wood members must be equal to or greaterthan the length of the fasteners specified in the tables in this report, except if noted otherwise in the tables and accornpanying in this report, or required by wood member design, whichever controls. Page 3of12 ESR -2613 32.3 : Botts, at a mininwm, must cons* with ASTNI A 36 or A 307. Nets used for , straps, and ties described er this report must comply with ASTM F 1667 and have the following Minimum cfirnerisions and belling yield strengths (F,): F Ouch) DIAMETER NA6. finches) LENGTH 8dxI'12 0.131 1'/2 100,000 8d 0.131 2'/2 10d K1' /2 0.148 1'/2 l0d 0.148 90,000 For SI: 1 inch = 294 mm.. Fasteners used in contact with preserves/0 treated or fire retardant treated lumber must comply with IBC Section 230495 or IRC Section R319.3, as applicable. The lumber tree or this report holder (Simpson Strong -Tie Company) should be contacted for.. recommendations on ntnimuns corrosion resistance offasieners and commcfiona capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duralionfactor, CD, c onesspondingwithte applicable loads in accordance with the NDS. Tabulated allowable toads apply to products connected to wood used under dry c cncfitions and where sustained temperatures are 100°F (373°C) or less. When are isistalled to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or when Yet serves is expected, the allowable loads nit be adjusted by the wet service factor, In the NDS. When connectors are installed Inwood t atwitl experience erstairted exposure to temperatures exceeing 100°F (37.8°C), the allowable loads in this report must be adjusted by the temperature for, C.b specified in the NDS. Connected wood members . must be analyzed for load - carrying capacity at the c onnectlon in accordance with the NDS. 42 Installation: Installation of the connectors must be In accordance with this evaluation report and the manufacturer's published' irk ructions. In the event of a conflict between this report and the Man 's published installatic n instructions, this report governs. 4.3 Spichd Inspection: 4.3.1 IBC: Periodic special inspection is required for instatlalon of connectors described in this report that are designate[ as components of the seismic-force-resisting system for a structure in Seismic Design Category C, D, E or F in accordance with Section 1707.3 or 1707.4, wth the exc eption.ofthosestructures qualifying under Section 1704.1. 4.32 IRC: Special inspections are not required. 5.0 CONDITIONS OF USE The Simpson Strong -Tie Hurricane and Seismic Straps and Ties described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0ofth is report, subject to the following cx nditi 5.1 The connre must be manufadured, identified and installed in accordance with this report and the manufactures instructions. Acpy of the instructions must be available at the jobsite at all Imes during installation. . 52 Calculations showing corms with this report must be submitted toile code official. The calculations must be prepared by a registered design professional where required by the statues of tae in which the project estabe 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connect wood members and fasteners must comply, respectively, with Sections 32.2 and 3.2.3 of this report. 5.5 Use of conmecters with preservative or fire retardant treated lumber must be in accordance with Section 3.2.1 of this report Use of fasteners with preservative or fire retardant treated lumber must be in accordance with Section 3.2.3 of this report. 5.6 The FTA series tie anchors are factory- welded connectors manufactured under a quality control program with aeons by Professional Service Inc. (AA -680) or by hntertek Ting Services NA. Inc. (AA -688). • 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 2008 (corrected March 2007)_ 7.0 IDENTWICATION The products described in this report are identified with a die- stamped label indicating the name of the manufacturer (Simpson Strong -Tie), the model number, and the number of an Mdex evaluafion report (ESR -2523) that is used as an identifier for the prockicts recognized in this report Additionally, the factory-welded FTA series be anchors manufacbzed in the United States are identified with their acronym of the inspection agency (PSI), and factory-welded FTA series tie anchors manufactured in Canada are identified with the name of their inspection agency (rrteriek). 8.0 OTHER CODES 8.1 Eve Scope: In addition to the codes referenced in Sec 1.0, the products In this reportwere evaluated for compliance with the requirements of the following codes: ■ 2003 International Belay Code® (2003 IBC) • 2003 Inlemalionel Residential Code® (2003 IRC) ■ 20013 International Building Code® (2000 IBC) s 2000 Internaffonal Residential Code® (2000 IRC) • 1997 Uniform Butkring Code (UBC) The products described in this report comply with, or are suitable alternsitives to what is vecified in, the codes .listed above, subject to the provisions of Sections 82 through 8.7. 8.2 Uses: 8.2.1 MXI3 IBC, 2003 IRC, 2C410 IBC, and 2000 IRC: See Section 20 of this report Page 40112 ESR 2613 82.2 UBC: Repkw the information in Seaton 2.0 with the following Simpson Strong -Tie hurricane and scenic straps and lies are used as woad framing connedois th accordance with Seaton 2318_4_8 of the UBC. 8.3 Description: 8.3.1 2003 IBC and 2083 IRC: See Section 3.0 of this report 8.3.2 2000 IBC and 2000 IRC: See Section 3.0 of this report, except modify Simon 32.3 to reference Section R323.3 of the IRC. 8.3.3 UBC: See Section 3.0 alibis report, except modifythe iir tstsentence in the last paragraph of Section 32.3 as follows: Fasteners used in contact wilt prey treated or fire retardant treated lumber must, an a minimum, comply willi UBC Section 2304.3: 8.4 Design and installation: 8.4.1 2003 IBC, 2083 IRC, 2800 IBC, 2000 IRC: See Section 4.0 of this repot. 8.4.2 UBC: See Section 4.0 of this report except delete Section 4.3 since dal inspection is not required. 8.5 Conditions of Use: 8.5.1 23 tBC, 2803 IRC 2000 IBC, and 2000 IRC: The Simpson Strong-Tie products &scribed in this report comply with, or are alternatives to what is specified in, those codes fisted in Section 8.0, subjectto the same conditions of use descrthed in Section 5.0 of this report 8.52 UBC: The Simpson Strong-Tie products described in this report comply with, or are suitable alternatives to what is sperm in, the UBC, subs to the same conditions of use indurated in Section 5.0 °flits report, except last sentence of Section 5.5 is replaced with the following: Fasteners used contact with preservatve treated or fire retardant treated lumber must, as minimum, complywith UBC Section 2304.3. • 8.6 Evidence Submitted: 2003 IBC, 2003 IRC, 2000 IBC, 2000 IRC, and the UBC: See Section 6.0 of this report 8.7 : 2003 IBC, 2003 [RC, 2000 IBC, 2000 IRC, and the UBC: See Section 7.0 of this report Page 5of12 ESR-2613 TABLE I— HURRICANE TIES I OBEL NO To Rafter FASTENERS ) TolPhdes ALLOWABLE LOADS''2 Oils) To Stud Comedian Conligundlons3 UPTde O1.33or C l.6 Laterar" Cd=1.33 or Cp1.6 H1 H10 1410A H10-2 6- 8dx1'12 8- 8dx1'/2 9- 10dx11I2 6-10d 4-8d 8- 8dx1' /2 9- 10dxt`t2 6-10d 1 490 165 995 590 275 1,140 285 760 395 5-8d 5-8d 2 335 142.5 3 415 150 150 5-8d 8 370 H2 5A 113 H5 &- 8d 4-8d 4-8x1 5-86 4-8d 4-8d 3 110 110 455 125 160 115 200 114 4-8d 9 165 160 H6 8-8d 8-Bd 12 915 H7Z 1415 4-8d 4- 1 add 'f2 2-8d 4- 10dx1'12 8-8d . 12- 10tht1s /2 13 1,00 480 1415-2 4- 10ded2 4- 1Nxl'/2 12- 10dx11/2 1,300 For St 1 Inch = 25.4 nern,1 Ibs =445 N. 1. Allowdie loads are for orte anchor installed to a Minium nominal 2x marooned and rrdrntmsnn nominal 2x supporting wood member. A rafter mandarin actual thielmess of 2012 inches truest be used when tarring anchors are irk an each side of the rafter and an the same Me of the prime. 2. Nknvable simitarmous _ loads In nee than one ditedion - on a single connector must he evaluated as fates: Design Up1IR / Allomble Ups + r a ign Lateral Parallel to Plate / Allowable Lateral Parallel to Plate + Design Lateral Pespendoular to Plate Milomble Lateral Perpendicular to Plate 51.0. The three terms in the unity equation consider all possble ford that the hur arre tie may be designed and installed to resist The number of terms that r ust he considered forsinnusaneous loader Is determined by the mgletered design professional and is dependant an the method of catulattrig wind farces and the assumed bad path that the connector is designed to rem. 3. Configurations' shown in Fie lc (next page) Ind Bete the bad directions F1 and F2, and are details shy connector on the outside of the wail for Cthrity butellation on the amide of theme Is acceptable to achieve the tabulated allowable loads. 4. Commotions in the same area (La truss to plate cormector and plate to stud ) must be on "installed on the same side of the wall to act the tabuteted ancroable uplidt tomb and ensure a continuous load path. 5. Allowable uplitt lOECIs have been increased fro tad or earthquake baling, and no further increase is allowed. amble loads must be reduced when other load durations govern. 6. Allowable lateral loads in the F, direeton must not be used to replace diedvagni bourelary menden or nab or reps solid blocking required by code to laterally support the ends of rafters. 7. Addrittonal shear transfer elements must be COrtSidenstd the Connector installation induce cross grain berxrmg or tension of the truss or ram mews. FIGURE la—H1,142,142.5„ 412.5A, AND Fri HURRICANE TIES H3 m0-2j I 12 Page 6 of 12 ESR-2613 H5 FulantE Us—Ht 115,115,1112,100,100-2, AND H15 HURRICANE TIES • H2.5 InstaNaDsn (Nas Into both ticsp fies) �5 , in, HS similar) 12 H4 Insbeallan (H2.5 simian 1415 (H15-2 similar) D 114 thstallatlon Math Inth upper top plats) 13 Fach 712 to FITZ btslanation RGURE1c---443NNECTION CONFIGURATIONS OF HURRICANE TIE INSTALLATIONS SPEWED IN TABLE 1 1115 Installation Page T of 12 ESR -2613 TABLE 2 WLIRRICANE 71E =EEL NO. FASTENERS' (Quantity-Type) ALLOWABLE LOADS (Qs) where Co =1.33 or C0=1.6 To Rafter or Truss To Doubha Top Plate Ups LaterafAs F9 F2 li�u14 8- 8dx11/2 & 2-8d (slant) 8-8d 605 645 1,025 8- 8dx91t2 8-8d 605 590 640 For SL 1 inch = 25.4 mm, tbs= 4.511_ 1. "Slant' twang nos to 8d common =Bs installed as toenals an each side of the cormector. Tie nab must be driven ugh the connector at an angle approximately 30° with the retie with the nab penetrating through the rafter/buss member into the wood double top Plate.. 2. The uplift loads have been brcreased for wind or loading_ No bra ire is Mowed. Aftowable loads must be reduced when ofsrsr toad duration govern. 3. Allowable lateral toads in the F1 trisection must not be used to replace a diap gm boundary members or nixing or rem sofld blocking required by code to laterally support the ends of 4. Additional shear transfer elements must be considered the . induces cross gram berang or tester of the truss or railer member. 5. F1 had creation is parallel to plate, and F2 had ern is perpereftculw to plate. HS24 Dbnenslens H524 Installation and Allowable Load Directions FIGURE 2 —HH24 HURRICANE THE TABLE 3—R ST HURRICANE TIES IAODII . 115"1 HURRICANE 71E DRIENSIONS (in) FAST ( TYPO ALLOWABLE UPLFT LOADS'' Os) Co =1.35 C„ ° 1 .6 (W) (L) To Railer or Truss To Stud RST 1 114 121/2 1- 16dx1112 10- 10dx11/2 550 RST 2 31, 1171116 2 -10dx1 I2 12-10dx1112 550 For S1:1 inch = 25.4 min, 1 lls = 4.45 N. 1. Anowable uplift loads have been increased for wind or earthquake ktatffcg. No further incase is Mowed. Aftowable bads must be reduced when other load durations govern. 2. Allowable uplift loads are based on lumber laving ter assigned sic gravity of 0.55, such as Southern Pine (SP)- 1ST- 1(RST-2 ) MIKE 3—RST HURRICANE 7iE RST 1 installation Page 8of12 ESR-2813 TABLE 4—LT r , AND IfTS 'FIRST STRAPS TWIST STRAP SERIES NIODEL Ht STRAP LENGTH TOTAL CRIA)MilY OF FAITIEHERS1 ALLOWABLE UPLIFT LOADS' ( ) !Mien wfth ib Common flans When htslathtd viNt 11)&1'12 Coamcn Hans When histalltal w 10d Common Ham When Inslalled with 111&00/2 Common Mails Cu= 1.33 orCp =1.6 Co =1-33 Pn =1.6 LTS12 12 LTS16 LTS18 LTA 16 18 23 12 12 775 720 720 Acre MTS12 12 MTSI6 16 MTS18 18 MTS2O 2ft.. {tTf'S30 30 14 14 1,O00 840 1,000 FITS16 16 18 16 1,150 HTS20 20 HTS24 24 HTS28 H S30 30 HTS30C 20 24 1A50 1,450 1,450 For St 1 inch =25.4mm. 1 =4.45N 1. Haft of the fasteMS nisi be installed on each end of the strap to achieve the allowable uplift fit. 2. Tabulated Movvable uplift toads must be sebacted based an dwallan of kmd as by the appacable Wang code. 3. Tabulated arable uplift loads have been increased for wind or earthquake loading No further intsease Is allowed. Allowabb ids must be reduced when other laadt durations govern. 4. Each model of the LTS and INS twist strap series (except for the MTS30) has more nab holes than the minimum quanfty of nails specified in the lab*. 5_ HTS3OC has the tit lit the center of the strap length. LTS12 (MTS and HTS Similar) Typal 1111S Rafter to Sisal FIGURE 4— TWIST STRAPS Typical MTS Installation — Tnrss to Double Top Plate Page 9 of 12 ESR-2613 TAKE 3r- Li-TAL4 11 FLOOR TIE ' MODEL NO. LFTA ANCHOR INMENSIchn (In) FASTENERS' ALLOWABLE 1.33 or L1.6 (Ibs) � =133 orCn =1.6 Strap Clear Spay LFPA 2'% e 17 16-14 Common 1,20.5 For St 1 Int = 25.4 rem, 1 Ito = 4.45 N 1 The LFTA anchor is used to transfer tensionforces between veracelly aligned wood studs =reset= fi g wfth floor joists having a maximum nominal depth of 12 inches. 2. Haifa the fasteners must be installed on each end of the strap to achieve the allowable uplift . 3. Tabulated tot ins Matte selected based cm ' - of load as perntfted by the applicable molding code. 4. Tandated allowable twat loads have been increased for %rood or earthquAe loading. No further increase is ally. Allowable loads must be reduced when other 'load durations gOVVIL FIGURE 5-LFTA LIGHT FLOOR TIE ANCHOR (See Table 5) FIGURE Ile--FTA FLOOR TI£ ANCHOR (See Table 6) FIGURE 6b-FTA FLOOR TIE ANCHOR INSTALLATION (See Table 6) TABLE 6-FTA FLOOR TIE ' Tie FTA ANCHOR OULESSIONS (in) Strap Ch Overall Width Span Length FASTEIEW { T ALLCANARLE TENSION LOADS° jibs) When Lumber Thickness, tin = Roches) 2 2'12 3' /2 Where :D= 133 1.6 1.33 1.6 1.33 1.33 1.6 1.33 1.6 FTA2 17 371/2 4-518 dia. M.B. 1,x75 2,515 2,600 3,120 3,385 2,820 3,385 FTA5 3112 17 45'12 4-3/e dia. MB. 1,865 2.24 2,500 3,1 3,125. 3,750 4,400 4,050 4,400 FTA7 31/2 17 6-' /d . KB_ 3,095 3,715 4,185 5,020 5,175 6,210 6,360 7,600 7,395 7,600 For St 1 inch = 25.4 mm, 1 lbs = 4.45 N, 1 psi = 6. kPa. 1. FTA amines must be located on the vertu wood studslposts so that the mintrntun end &stance ofd Ind bolt is equal to or greater than 4318 ink, i.e., seven times the bolt diameter (7D). 2. Machine Balls (M.8) must comply with ANSI/ASME Standard 816.2.1. 3. A washer, not less than a standard cart washer, kg required on the lumber side apposite the FTA between the wood and the nut. 4. Tabulated allowable tension toads must be setechal based on duration of toad as permitted by the apprrcable building code. 5. Tabulated allowable tension Coals have been increased far WIWI or earthquake loafing. No further grease is allowed. Affable loads must be reduced when r toad durations govern. Page 10of12 ESR-2613 TABLE 7-6P AND SPIT STUD PLATE TIES CONNECTOR SAS CR IMINETNNONS Tin) FASTENERS' .( Type To Stud 6-10d SP2 6-10d SP4 39/18 714 6- 10dx1'h 6- 18x2112 591 4 6— ltfdul 14 6-11/2 SP8 7548 8118 6-10 ix1112 6- 16dx2'1 SPH4 3s/ 884 10 -10dx i2 12- 10dx1112 5%18 914 10- 10dx11I2 12- 10dx114 SPINI 754s 836 10- 10dz1112 12- 10dx11/2 To Plate 4-10d 6--10d ALZOWABLE UPLWF LOADS44. ice) CD= 1.33 Cu = 1.6 S.G.4L50 S.G.0.55 S.GA0.50 S.G.=0.55 585 585 890 4 1,065 885 885 930 930 885 8130 735 885 930 930 1,240 1,240 1,360 1,490 1,360 1,490 1,240 1,240 1,360 1,490 1,360 1,490 1,240 1,240 1,490 1;31 1,490 For Si:1 inch = 254 mm, 1 Bas = 4.45 N. 1. For t is SP1 and SP2, one 10d common stud net must be installed as a toenall. ft must be driven through the connector at an angle appoximately 30° wilt the stud with the nal penettating tivough the stud into the wood sls plate. (See detail on this page entitled "SP1 Naafi Rolle) 2. Tabulated allowable uplift toads must be selected based on duration of load as perndtted by the appllcable buldmg code. 3. Tabulated allowable uplift loads have been increased for vAnd or eatito:ua a loading. No further Increase toads must be reduced when other load clutalions govern. 4. Allowable upltt lands am given for WSW assemblles consisting of lumber having an assigned sped gravity (SG.) of 0.50, such as Douglas fir- lard, and 055, such as ern pine. ( -6T SP9 . Stud fa SIB Plate Typical SPIl4 Stud to Wood Si Plate SP2 installatiorc Studio Double Top Plate 117dAt fe Ws of Typical 5P4 Installation: Double Top Plateto Stud (SPH Similar) SP1 Na01ng Profile FIGURE 7—SP AND SPH STUD PLATE TIES Page 11 of 12 ESR -2613 4 REVERSABLE STUD PLATE CR' tt3tDD� FASTENERS (•` ,1 ∎; Tyj . ALLOWABLE LOAMDS�' (Ms) Co = 1.33 or C = 1.6 To Stud To Plata ` Upllllr Laterals F2 RSP4 4 6aizE' /z 4-4kbe 1112 Stud to Double Top Pie 450 210 250 Stud to Sill Plate 315 210 250 For S1 1 its =25.4 nun,1 =4.45 N. 1. Rehr to Figure Safest Meta cirmensiors of the RSP4 plate conentor. 2. Tabulated allowable toads must be selected based on duration of load as permftted by the applicable building code. 3: Tabulated allowabte loads have been increased for wind or earthquake loading. No further dose is allowed. Allowable ids must be reduced when other bad durations 4. Rem to Figure 8b and 8c for =melon conispnations. 5. F1 bad lion is paralel to plate, and F2 load to plate. i s 4f 4 F1 Figure 80--RSP4 Std Pbte ConnectorDimersions Figure 8c--RSP4 Installation: Sind to Mathis Top Rade Stud to Si0 Plate TABLE S-- SSP AND DSP STUD PLATE TIE CONNECTORS RS MODEL NO. FASTENERS (Quentin-Type) Double Top Plate SO1 Plata 3- 10dx11/2 ALLOWABLE UPLIFT LOADS'A' (Ibe) Where X1-33 or C,F1.6 Double Top Plate Sift Pie S.G. = 6.50 110dx1'/2 410d 3-10d 1-10d DSP 8- i0dx1112 6- 10dx11/2 775 2 10drri'12 6-10d 2 -10d 825 S.G. = 0.50 S.G. = 0.43 420 325 455 420 660 545 600 For SI: 1 inch = 25.4 mm, 1 be = 4.458. 1. Tabulated um bads have been increased for wind or earthquake loading run further ire allowed. Reduce loads when other load durations govern. 2. When crossgrain bending or ooseninin tension cannot be avoided. medtentcal reinforcement to resist such braes should be considered. 3. For Sill Plate allowable uplift loads, aH round nail holes in the onmector must be tilled with the specfflecl quantity and type of nails. 4. For Double Top Plate allowable uplift loads, all round and triangular na1 holes the tie connectors must be Wed with the speoled quantity and type of nails. 5. SSP DSP SSP testaliallow Single Ski to Sill Plate FIGURE STUD PLATE TIES DSP Installation: Double Stud to Double Top Plate Page 12of12 ESR -2613 TABLE 9—MGT HEAVY GIRDER TIBIXNEN CONNECTOlitS" MODEL'" NO. HGT ACTOR MTh (hL) DISTANCE ANCHOR ROD (on e Ow:hes) FASTENERS ( T pe) Anchor Rod ' To Ties ALLOWABLE UPLIFT LOADS" Where C51.33 or C0=1.8 (s) HOT - -2 36116 2sicea 16-104 10,980 HGT - -3 415/16 era 2 -5 /e Ohs. 18-10d 10,530 HGT-4 6911® 9 2-54° Dia. 18-10d 9,520 For St 1 Inch = 25.4rrum,1 tbs = 4.45 N. 1. The HGT connector can accommodate top curd slopes from nom 3:12 (141 to maximum 8:12 (34°) and are provided with crescent washers for sloped top ttord 2. All elements (tithe fie-down assembly (mufti-plytrusses, vim' ate wood studsfpreile, and the htdd4OOTO connectors attached to the wood ) must be desioad to resist smiled loads. 3. The HGT-2, H G T - 3 ; and HGT-4 c o r n r attaches t o t h e 1 l wit of a ,.three- ply, and four-ply woad tom respecftvely, where emir ply is nominal 2 irk. 4. When the HGT3 is used whit a twa-ply truss, shimming is required, and the string material must be sire and grade of thmfesr) as the tit= member materiaL Adtfilkerally, the entire assembly must be designed by a regfehoed design professional to act as one unit, 5. Tabulated saawalsie loads must be selected based on of load as permilted by the building code. 6. The uplift loads have been increased wind or earthquake Virg wfth no furor huzease is allowed. Reduce bads when other load durations govern. 7. Arm rods must be used to =meet the U GT connector tot* bi te4own deviceS attached to the vertically aligned wood studsfpost The anchor rod material speacatkors must be identiftd by the uvistuitrd design 8. TWO LBP $ism washers must be installed on tap of each crescrod washer. 18P washers and crescent vmshers am required. Crescent was are suppled with the connector. U3P% millers are avalable from Shrrpson Strong -Tie Cornpany, and are 2-inch square by 9 /sa- inch thick galvanized steel washers with a center bolt hole to a rrmmodate a % /that diameter threaded boltkod. HGT-2 (HGT-3 and HGT3 s Install (no 1.8P?a ==share on top of each crescent cashier (WS f W.T tle washers) for wow installation. All wasters alt crescent washers are r upikst1. t:eecmlt waggons Elie supplied. Tye H 3 fasieliethut, with Wf122 Tenni=Tie connectors used to attachthe HGT Tiedown 10 the vertically aligned weal T o design of the H1122 tenable 1N connedors eflached b toe wan posticulunin Is outside the s offfits repent FIGURE 9--HGT HEAVY GIRDER TIE DOWN CONNECTOR • • Washer not requirec HTT22 Tension Tie (Not covered In this Evaluation Report) r ESW2606 • Used for Floes State Wide Product Approval # FL1 0446 u spat_ ' r# which welds ar Product FL# A21 104461 A23 10446.2 A34 10446.3 A35 10446.4 FC4 10446.5 FC6 10446.6 GA1 10446.7 GA2 10446.8 HH4 10446.9 HH6 10446.10 L30 10446.11 L50 10446.12 170 10446.13 L90 10446.14 LS30 10446.15 LS50 10446.16 LS70 10446.17 LS90 10446.18 LTP4 10446.19 Z4 10446.20 Z44 1044621 Z6 1044622 SIMPSON STRONG TIE COMPANY, INC REPORr' ESR 2606 Issued February 1, 2006 This report is subject to re-examinahun In two ,rears. If= Evaluation Service, tic. # 536€1 Walkman Road, Miktoi, Cairatria 6D6111 # (2) 6994E1543 cleft ham' bead, St A, Fkrringtgrri. Abharra 35213 # .(2115) 59 - OQ r55e #41 1 West Flr r Road, Cmmrry c Ms, Lois 61478 #(7Oe)799.2 DIVISION: 06 -WOOD AND PLASTICS Section: 06090—llikrod and acs Fastenings REPORT HOLDER: SOWS STRONG-TIE COMPANY, INC. 5955 WEST LAS POSTTAS BOULEVARD PLEASANTON, CALTPORMA 94588 (SOD) 925.5099 www.stronatie. ©m EVALUATION SUSIE T: SIMPSON STRONG -TIE STRUCTURAL ANGLE$, AND PLATES FOR W000 FRAMING i� EVALAIATION SCOPE Compliance nce i t the follovving codes: # 2006 Intematianallding Code (IBC) # 2006 international Cede Residential C� (IRC) # Other Codes ism Section 8.0) Properties evaluated: Structural 2.0 USES The Simpson Strong -Tie structural angles, dips, and plates described in this report are used as wood-to-wood connectors in accordance with Section 2304.9.3 of the IBC. The angles, dips, and plates may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section 8301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: The angles, clips, and plates dent ibed In this report are used as wood-to-wood connections in structural systems that have been designed to transfer toads from their point of origin to mod- resisting elements. 3.1.1 A Series Antes: The A series angles are formed from No. 18 gage galvanized steel.: See Table 1 for angte model numbers, angle dimensions, fastener schedules, and allowable loads. See Figure 1 for a drawing of A series angles connecting a wood post to a wood sill plate. 3.1.2 A34 and A35 Framing Angles: The A34 and A35 framing angles are formed from No. 18 gage galvanized steel. The A35 angle has dots and bend titles to pe rout field adjusbereas of the legs for two- three- way tied connections. The A34 is an equal leg angle without skits or bend fines. See Table 2 for angle tlrr, fastener schedules, and ,.dowabte Toads. See Figure 2 for &stations of framing f14,,,uratrm »c the A34 and A25 angles. 3.1.3 LT'P4 Latesal Tiss Pleas: The LTP4 lateral tie Elate is formed from No. 20 gage galvanized Steel. See Tame a for aaiea a istiieduies and llo; =able loads. Sea Figure 3 for dimensions of the LTP4 connector and a drawing of the LTP4 used as a top plate-to- rim joist connections. 3.1.4 FC Seas Framing Cam: The FC s training dips are formed from No. 16 gage galvanecl steal. See Table 4 for dip model numbers, rip dimensions, fastener schedules, and aki eble Leads. See Figure 4 for dip dimensions and a drawing of FC framing dips used as an alternative to cripple studs for headers and used to connect a wood post to a wood sill plate. 3.1.5 1184 Series Header Hangers: The HH series header hangers are formed from No. 16 gage galvanized steel. pSee Table 5 for hanger m /o�ddell numbers, hanger dimensions,faste fastener i s,�alnmableloads. See Figure 5 for hanger dimensions and a drawing of an HH hangar connecting a wood door header to jambs. 3.i.6 GA Sew Gusset Angles: The GA series gusset angles are formed from No. 18 gage galvanized steel. See Table 6 for gusset angle model numbers, angle length, fastener schedules, and allowable 1" e. e.g., , Figure a for a rrrna irg of a P44 n nnlo r no_ct g a joist to a header. 3.12 L Series Reinfowing Angles: The L series reinforcing angles are farmed fmnm No. 16 gage galvanized sieeL See Table 7 for angle model numbers, angle length, fastener schedules, and Moveable toads. See Figure 7 for angle dimensions and a drawing of an L angle connecting a joist to a header. 3.1.8 LS Sides Skated*. A'4es: The LS series skewabte angles areformed from No. 18 gage galvanized steel. The angle is fabricated to assist field adjustment from zero degrees up to a 135-degree bend. See Table 8 for angle model numbers, angle length, fastener schedules, and allowable loads. See Figure 8 for angle climensions and a drawing of an LS angle =meeting a skewed joist to a header. 3.1.9 Z Series Panel Stiffener fps: The Z series stiffener dips are formed Lem No. 12 gage galvanized steel. The Z dips are used to support norninaily 2- by-4 € r 2 -by -6 wood blocking between joists or trusses that provide sotki backing for ceiling panel material. See Tie 9 ir* REPORTS- are ,rat m be renamed as representim3 aesthetics ar any ether anstatee ran mfr addressed mes are 9,er sn be construed as an e skewereeni tithe awbjets of Me evert or a secemreeadetieen fm- its use There is rem 'warranty by ICC Evalantiwa Seri. Inc., express or lowliest as le any jading or other waiter m ens report or as to any prartrrct wavered by the report. Copt ® 2007 xca AVOW Eart141414101 Page 1 ofe Page 2 of 9 ESR 2686 for 2 dip model numbers, dip dimensions, fastener schedules. and allowable loads. See Figure 9 for Z dip dimensions and an Illustration of Z dips supporting wood blocking for ceiling panels. 3.2 : 32.1 Steel: The angles, dips, and plates described in th€s stare manufadutadfrom galvanized gahranlzed steal In with AST I A 653 SS designaticiri, Grade 33, with a minimum y . F.. of 33.000 psi (227 and a tninitr um tensile strength, Fa, at` 45,00 psi (310 MPa). thicknesses for the connectors in this report are as NOMINAL THICKNESS No. 12 No. 16 No. 10 No. 20 era. THICKNESS (Inch) 0.0975 0.0555 0.0445 0.0335 For 61 1 inch = 25.4 r rn. The connectors have a minimum G90 zinc coating specification in accordance with ASTT A 653. Some models (designated with a model number ending withZ)are avadabie with a 6185 zinc coating specification in Wince vat ASTM A 653 Some models (designated with a model number ending oath HDG) are available with a hot -dip galvanization, also known as `batch° galvani etion, in accordance with ASTNI A 123, with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (600 gim2), total for both sides. Model numbers in this report do not Include the Z or HDG ending, but the information shown applies. The lumber treater or holder of this report (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. 323 Worn: Wood members which the connectors are used must be either sawn lumber or engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Seddon 4.1. The thickness of the wood main member must be equal to or greater than the length of the fasteners specified in the tables in this report, or as required by wood member design, whichever is greater. 3.2.3 Fasteners: Nails used for connectors da,ssr bad in#his report must corn* with ASTM F 1687 rid have the following minimum fastener dimensions and bending yield strengths (Fee. SHANK NAII. DIAMETER (tom) 8d x 114 0.131 10d x 1' /, 0.1-48 10d 0.148 AIL LENGTH (ins) 3 0.162 31 /, or Si; '1 inch =15.4 riim, ) = fb ilia. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with ii3C Section 2304.9.5 or IRC Section R319.3, as applicable. The lumber treater or this report holder (Simpson Strong -'Tie Con/parry) should be contacted for recommendations on minimum came:don resistance of fastener and connection sties of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. 4.0 DESION AND INSTALLATION 4.1 The tabulated allowable loads shout in this report are based on allowable stress design (ASD) and include the load duration factor, Ca, corresponding with the appfueede toads in accordance with the NOS. Tabulated to products connected to wood used under dry =takes and where sustained teneseratures are 108°F (37.8°C) or less. When products are insteded to wood having a moisture content greater than 19 percent (16 for engineered wood produds), or where wet servka is expected, the allowatde loads must be adjusted by the wet service factor, Ce, specified in the NDS. When connectors are installed in wood that veil experiences sustained exposure to temp 100 (37.8°C), the allowable beads in this report must be adjusted usted by the terriperature factor, C„ specified in the NDS. Connected wood members must be analyzed for load - ng capacity at the connection in accordance with the NDS. 42 Idstalketiern Installation (lithe connectors must be in accordance with this evaluation report and the mm's published insstatation insbuctions. In the event of a oordtict between this report and the manufacturer's published installation instructions, this report governs. 4.3 Special Win: 4.3.1 Ili Periodic special inspection is required for instelatiOn of connectors described in this report that are designated as components of a g system for a structure in Seismic Design Category C, D, E or F in air rdan a with Sedirm 1707.3 or 1707.4, with the exception of those structures that qualify under Section 1704.1. 4.3.2 RC: Special inspections are not required. 5.9 COMMONS OF USE The Simpson Strong -% structural angles, dips, and plates described in this report comply with, or are suitable allematives to what is specified in, those caries fisted in Section 1.1) of this lupin t, sullied to the following conditions: 5.1 The connedors must be manufactured, idenfi€ied and installed in accordance with this report and the manufacturer's pu,,,'shed installation instructions. A copy of the instructions must be avaiilable at the jobsite at ati times during installation. 5.2 Calculations showing compliance with this report remit be submitted to the code official. The calculations must be prepared by a registered design final where required by the statues of the jurisdiction in which the project is iii be coital- iucted 5.3 Adjustment factors noted in Section 4.1 and the applicable coddesrnust be considered, where apse. 5.4 Connected wood members and fasteners must crania respectively, with Seamans 3.22 and 3.7 3 tittle report. 5.5 Use of eenneders with preservative treated or fire retardant treated lumber must be in accordance with Siren 3.2.1 of this repro. Use of fasteners with preservative treated or fire retardant treated harrier must be in accordance with Section nt 32.3 of this report. Page 3 of 9 ESR 2006 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Sunder De (AC13), dated October 2006 (corrected March 2007). 7.0 IDENTIFICATION The produce descnbed in lids rapist are identifiedidith a dIe sfamped label intficating the name of the manu€actuner (Simpson Strong-Tie), the model number, and the number of an index evaivatn report (E R 52) that is used as an identifier for the products recognized in this report. 8.0 OTHER CODES 8.1 Evaluation Scope: In addition this he nodes referenced in 1.0, the products in thisreport were evaluated for compliance with the requirements of the Mowing codes: # 2003 International Building C (2003 IBC) # 2003 International Residentibi Coda® (2003 PIC) # 2000 International Building Codee (2000 IBC) # 2000 International Resirtentiat Cade® (2000 RC) # 1997 Unikrrn Building CodeTm (UBC) phe products tiesakied In this with, or ar6 suitable alternatives to what is specified 'in, the codes fisted above, subject to the provisions of Sections 82 through 8.7. 8.2 82.1 2003 IBC, 2083 IRC, 2800 IBC, and 21100 IRC: See Section 2.0 of this report. 9.2.2 DEC: the information in Section 2.0 with the Mowing: Simpson Strong-Tie structural ari4es, dips, and plus am used as vvood framing ra in accordance with Section 2318.4.8 tithe UBC. $.3 an: 8.3.1 2003 80C and 2803 RC: See Section 3.0 of this report. 8.32 2080 IBC surd 2000 RC See Section 3.0 of this report, except madly Section 3.2.3 of this report to reference Seams R323..3 of the IRC. 8.3.3 UBC: See Section 3.0 of this report, except modify the #first sentence in the last paragraph of Section 3.2.3 as Fasteners used in canted with preservative treated or fire retardant treated lumber must, as a minimum, comply with UBC Section 2304.3. 8.4 Design and n: 8.4.1 2003 IBC, 2003 NC, 2000 IBC, 2000 IRC: See Seaton 4.0 of this report. 8.42 IBM The scone as Section 4.0 of this report, except delete Sectitm 4.3 since special inspection is not required. 8,5 Correia= of 8.5x1 2003 IBC, 2003 IRC 2000 IBC, and 2000 IRC: The Simpson Strong -Tie products described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 8.0. subs to the same conditions of use indicated in Sedkin 5.0 of this report 8.5.2 LIBC: The Simpson Strong -Tie products desail3ed in this report comply with, or are suitable a to what is gratified in, the UBC, subject to the same conditions of use indicated in Secfion 5.0 of this report, except the last sentence of Section 5.5 is replaced with the refit:twirl' g: Fasteners used in contact with presentative treated or fire retardant treated lumber must, as a minimum, comply with UBC Section 2304.3. 8.45 Evidence Su 2003 IBC, 2003 IRC 2000 IBC, 2000 IRC, and DSC: See Section 6.0 of this report: 8.7 Id i n: 2083 3 C, 2003 IRC 2000 IBC, X00 IRC, and IBC: See Section 7.0 of this report, Page 4of9 ESR-2606 TABLE LOADS FORME A ANGLES ANGLE en) FASTENERS Tile) ALLOWABLE LO Os) SOpporting Member () Supported Needier Ft where Co = F2 lithCfe C in 1.0 1.15 1.25 1.33 or 1.6 1.0 1.15 125 1.33 or 1.6 A21 1'12 2- 1ikfXi% 2- 1Qdx11.4 180 210 245 175 175 175 175 A23 2914 2 1'12 - 4- 10dxl'h 410dx1'h 365 420 455 485 365 420 485 F o r Si: 1 inch = 2S.4 mm,1 lies =4.45 N. 1. Refer to Figure 1 for definitions of angle d'anensfon nomendattue Q. Wt. W2) and 4mvable toad (*edicts (F1 and F2). 2. T newt to selected based on duraban af load by the applicable buihling code. 3. F1 and F2 toads cannot be 4. The Ft aliowable loads are for one conneekr. When angles am - on each side of wood member. the mMimum member thickness must be 3 inches. 5. The F2 a&nvable loads app only when the connect= are used in pairs. 6. Movable toads Under CD =1.33 or 1.6 columns have been increased fcrr>ard or earthquake loading. No bather bnxease is Mowed. FIGURE 1—A21 AND A23 ANGLE INSTALLATION DETAIL Page 5 of 9 ESR-2608 TABLE LOADS FOR A34 AND A35 fftiffiffiNG CONNECTORS MODE'. NO F Type) Joist CONFIGURATION' LOAD ALLOWABLE LOADS jibs) CO=1.25 CD =1,6 CQ = t35 CD =1.33 CD= 1.6 4-fidx114 4-8d r1 4 See A34 Fang Mustration F, 365 F2 260 3- 6drt1'h 2 A 295 320 E 260 170 295 170 320 170 6-8d 11.4 6- 8dxi1h 3 A2 295 320 C2 295 315 13 150 150 150 8-6dx1 %% 6 ri h 450 450 F2 (t4 515 595 545 For St 1 = 25.4 rrim,1 Its = 4.45 Id. 1. Some Busbalions show sonnet:61ms that could cause cis grain tension " of the wood during loading if not sufficiently. In this case, mechanical reinforcement should be 2. Refer to the Mustrations in Figure 2 for definitions of load directions (Au Cr. C,. t), E. F+. F2). 3. Tabulated Amiable loads must be selected based on duration dined as pernalied by came. 4. Allmaible loads are for one elicitor. When anchors are instated an emir side of the joist, the minimum joist thidaness is 3 inches. 5. Aillowsible loads under Cc =1.33 or 1.6 cx hsnh have for or earthquake beaux No further increase is Mowed. Movable loads must be mimed when other load durations govern. 6. Carnrectors are required on both sides of joist to achieve F2 coeds In both A34 Rumbas 2 A35 I 1135 Framing Connesdons FIGURE 2—A34 AND A35 FRAMING CONNECTORS • -El CI) _ 411 AL,gi Lov.k...L1-. _a. thodgza Used for Florida State Wide Product Approval # A 0 Products on this Report which are avoroved: Product FL* Product FL# It-J-64i). A844R 10849.1 ABA86Z 10849.3 A171/7 4 fri!!'7 4 '"--774 4 4:17.7147, I. 10849.1 ABE44Z 10849.4 4 rf'...,n.. AB46Z 10849.1 ABE46Z 10849.5 4, Cr 1" 1 #,.,-,17,74, 4,30 Ain B66R 10349.1 A3E66Z 10849.5 A r"."....7 4 ,,,Ar 4 it 1,1 11 RI 4 ifr 4*** ABA44 10849.2 ABU44Z 10849.6 A7.,.!* 1,4, ABA44Z 108492 ABU46Z 10849.6 ABA46R 10849.3 ABU66Z 10849.6 "!fT A8A66 10849.3 ABU88HDG 10849.6 ilmoimott Strong-Tie SIMPSON STRONG-TJE COMPANY, INC. • t----t=e-cort ESR=1622 Issued April 1,2006 This ri9pOrt i sabOrt ta, na-exarririatinrr frp her years: opollelog.50.11~0A 4MArzw34-gmtm. It WIPAILICC- Oq `44-4,44,-4,-444444444 Business/Regional Offiee# 5360 Win MH Road, Whitler, calumet 906016 (562)699-0543 ReVenal Oftfrot 6 900 mortwair Road, State A. Litman:10m, Alabama :i5213 # (205) &seems negienar otftece 4051 Met Hossamor Road, Country Clue Ms, Illinotsetn4se V06) isezdos tRi--WOOD AND PLASTICS Section: 06050—Illroad and Plastics Fastenings orkmerkal tereeme, Ile efeete WI', 11". 5966 WEST LAS POSITAS BOULEVARD PLEASANTON. CALIF 94586 (600) 925-599 www.stron wt ie. corn EVALUATION SUBJECT: SIMPSON STRONG-TIE POST AS CONNECTORS FOR WOOD CONSTRUCTION ADDITIONAL LISTEES: 1.0 EVALUATION SCOPE Compliance wen the renewine reeSes. # 2006 International Building Cede (IBC) * 2006 international Residential Code (IRC) Property evaluated: Structural ”Apee Sknpsori Strong-Tie post base connect= descithed In this enre, fetr7',re ---e7etree with Section 23.9.3 of the IBC, and are used to resist lateral and net fixtuced tiplift forces at the bottom end of wood posts in accordance with Section 2304.9.1 of the IBC, and to prevent lateral displacement at the bottom end of wood posts iit z.;ea te;ge'-it may also be used in structures regulated under the IRC when fth :ftretirktuttrohei t-Iferl le ii-m4isety4 .varritrel-wrosta AlstIth feeeiren R301.1.3 of tho IRC. 3.1 General: the Simpson Stroreet le post base connectors deschbed in this report are die-formed brackets that connect wood posts to amlicale, by using anchor bolts installed cludivg the commie rvrtsn. r f+ ebr +he, eewn•ysi." eirAra +it" olo.,4•1^11 etf bolts in the concrete feelings is not withkr the scope of this report, a footing lamer than the minimum required by IBC Seciicn dub or C Sewell R4Cie' may ee rieteseety meal anchorage to concrete requirements. Unheated wood 001UM116 _ 7 this report because the connectors provide a metal roect:km Mk/MUM 1 inch (254 nun) above the comets footing as required by Section 2304,112.7 of the IBC and Section R3191.4 &the (RC. 3.1.1 AS 0 ,i7ustote Pest Rase: The AB 'adjustable post base has three components: a post base cover fabricated iti J. 1-.) 91:%0J Vdt M .64.4ei AA/ channel fabricated from No. 12 gage galvardzed shad; and e 0.1.7 4' Ntanized steel, wth has a slotted hole to accommodate a 1/,-Inch diameter (12.7 mm) anchor bolt The AB pint base cover eels an irregular shaped opening that permits lateral adjustment of the wood post, and prep holes for 10d 44/4.4.4 4;4,44:4., /14143 ::4444.. -.1-,.44:44:44 +444: 414:444 base cover is placed in contact with the concrete footing and ereerne 44MM to niatmnri inra fr f *to h erniChlr erift secured to the anchor bolt using a mit. The standoff channel fits inside the base cover and provides an elevated support for 003031 OT tata past_ See male rot- file 0v0r 0tTfiefrizia3ra, of the AB post base -cover, the fastener schedule, and components of the AB adjustable post base ammeter and a tvoical Installation. 3.1.2 ABA Poet Base Standoff: The ABA post base 44.44,44.4.4,44.44,5,44.44 814,4.4414 -414444 4.4444.. M. -4 4-444,444444444.44 wood post 1145 Inches (27 mm) above a conaeefocting. The ABA44 and ABA44R are formed from No. 16 cage oalvanized steel and ati oil= ABA MOt1013 ft ol No. 14 gage galvanized steel. The sides of the ABA post base connector have r_v.44aa4 L.4 444444 4. ;Cr, :Le 4 4C4:44. 4444144 I 4444.4 4.444 .1I.44 grain cif the wood post Type A nary plain washes, rernfrinmher tn the ffittrtmgitIns Orman in ARMF R1R 79 1 (R *4': ), and a standard cut washer and nut must be used to secure the ABA post base connector to the concrete anchor i z i A . E 5 4 Kii UV irtiUU, itjLthj 1 te4Wi e'er.* and allowable uplift loads and downloads. Bee Figure 2 for typical-Ms°. • ee esee,- eekeeeteeee ieee eekee. Hie consists of three components: a U-shaped galvaned steel perr ,q4;, galvanized steel standoff base that elevates the wood post 1 Ind h (25.4 nn) above the concrete fooling and a 0.109-inch- Mick (2.0 I'm) MOO washer (nearing plate) suppiieci with the A8E44 connectom and a 0.171-iinch-thick (4.3 men) zbt . and ABE66 connectors. The round and rectangular bearing rtintoh ilSAfP bnit tifnie rtieniPter tlf 91_ ter+ 114 mm l end inch (17.5 min), respectively. The sides of the ABE adjustebe post base connector have pieptirithed holes for 10d or 16d eeee erieee itee eitee enee for the the overall dimensions of the U-shaped channel, the required fasteners, arid allowable up litt loads and download& RectiRTV" are not to he conetzwd nepreerr. g rendfiet my other rtYrilndeS not Specrieetay calaremse a rear me they to be maimed ac onnnnnennvInOnn yrr . en,Inr. nTennnn. n ; ..nt*nn. no nn, odia, toninv. in ;his maw% or as 1 tiao; prcdby glha rapart Copyright 2008 meeemmeareeen eit4.44 Page 1 of Page 24,116 F613-1622 See Figure 3 for drawings of the components of an ARE edit ratable nr+5t tutv,t5 .47nrtartilr qw hmfr exert tric,FARFiefftlo 3.14 ABU Adjustable Post Base: The A_BU44, MUM. and r4,MA,Of components: a U-shaped galvanized steel channel having an adjustment slot for the anchor bolt and prepundied holes for installing bolls or nails. but not both, into ti-ria side grain or ithe wood post a galvant_'-ed steel standoff base that elevates the • 0.171-inch-thick (4.3 min) rectangular washer (beaing rtletel The ABU88 adjustable post base connector consists of the rriirmar..14-..!.n...r.rfq. 5 1 Lahmnarl riphParivexel vatmal ,r4ostrita=1 having two 1 Vch-wkle (27 frifft) long-slotted holes for anchor' its and prepuriched holes for installing nails into the side grain or me wood post; a gadvanize,n steel staildoir bilSO that elevates the, viood post 1 Ii-irt4 mm) above the square wastiesa (bearinct plates). channel, nmninal thiduress of the steel dianne4 and .standriff MrtItrind factMrSt Sn5d StillWANA ileilft tones Figure 4 for cirawirigo lno comporianto an ABU44 and ABU66 adjustable post base connectors and -d 4,12,42a: 3.1.5 P8V Post Base: The P8V post base is a single piece pO-L-7; r:,7.,;711 powder-coated paht coating. The PBV connector is- circular fia• t portions that provide a 1-inch (25.4 mm) raised bearing surfana for a MIMI lanSt The connecter has nrenurated holes for int.,ta:iing ".-5D3 u the and gram ai See Table 5 for the connector dimensions, required fasteners 3,2 Alias/laic 3.2.1 Steak Uik S Clied ot, al& Guilik&EFkiiii, described in this report are manufactured from galvanized cizeai. in CaXX:.^-f A ch3L-41-i-ATT:=41,, 33, With 8 rnnknum yield sliength,F„, of 33,000 psi (227 MFa) The bearing plates for the AS1 88 are ASTM A 36 with a minimum yielr. t strength nf 3,R,non es t (24R itiitael end Minimum tensile stenth of 58„Citia psi (430 MPa; and nave no coaling. Base metal was for the connectors in this a Li.t.f.:Ji NOMINAL THICKNESS MINIMUM BASE IRETAL I (braes) No. 10 GaRe M. U.12-(5 0,i1:07= No. 14 Gage 0.0E85 No. 16 (OOP 0.0555 For et: 1 keel = 25.4 rim*. The conned-Wes have a rnwiiniurn t9U zinc fAaaiffig spealcation per ASTM A653 unless othenviSe noted. Some available with a G185 zinc crating speciNcation aamidant-X1 wirth ARTM A MI Snirrie models trleatnrietitirl math mcgiel nunter ending with HOG) are available with a hot-dip galvaniattion, also known as 'hatar galvanization, in with ivi Cai coatbig weight of 2.0 ounces of Mac per square foot of surface area (610 girn2), tote! for both. sides. Model numbers ki this rearm& rfei rtnt ircrgalrt e. lino a rtr urtrz entire', lee tee refreerefieo shown applies. The PBV post base has a °PC suffix " ndicating a powder-coated ;mint ixiating. The lumber treater aria iie noioer th i re,pciti should be contacted for ree:erireencWien., en the appnp1ata connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. 3.2.2 Wood: Wood membem with which the connectors are meet must be entree sawn lumber or Wired Whew having a minimum specific gravity of 0.50 (minimum equivalent spedfic gravity et 0.50 ler engineered turnir), and i p;... .0 for onginmed tuteW, except as rioted in Se tion 4.1, The Olt• C1,. kJ, to or greater than the iength of the fasteners specified in the tables in this report, or as required by wood member design, ver rs instairAllon i eregMeeFed members, mink-man 4lowebe na spWng atrd end and edge the engineered wood product, must he met , report trilliSt comply vrith the rnateriM mquirements, phystml tryle.rAnt-p, litnrkrrvarmhirk riarratmsfrwp retprtiartrt WIC; -.-atAa—ig and paosage niaitung requirements spec:Med in AS7'1%4 F 16B7. The nails Must have ::=F,■■•■1: strengths OMETER 1 lOd 5.146 3 eel 90,00U rnr Rt. 1 Inr4a 'vim 4 nci = C RCM Do.. At a minimum, bolts trust comply lain ASTM A 36 or A 307. ene tmes.#1 fel asnr.1.1.4 we#1.1, navtur•aaram,tivres retainant treated lumber uuat, as a comply with ESR-2236. Fasteners used in contact with preservative irOOI00 or TWO TOTOmalt Seeion4: 2304.8.5 or !RC Secliori R319.3, as applicable. F '17 holder (Simpson Slrong-Tre Company), or both, should be conterlexl for reoommendetkina on the =imitate rialto err Spatily for the las',2riers as well zm ins conned= capaes of fasteners used with the srmcific. "Wy 4.13 DESIGN AND INSTALLMION 4.1 Design: Irth this report are based on Alterable Stress Design (ASD) and include the rad duration factor. C.,. corresnondina with the applicable races in accordance with the National Design Sptxificatian for Wood Construction and its supplement k. Tabulated allowable loads apply to products connected to 4,133MA:a Lay ut:iii^ftilLiUit:ft tomporehir are 10,0°F (37.8°C) or lc ns When products aro RfN percent (16 percent tor enotteerecl wood products), or where wet service is expected, the aitamble loads -must be adjusted by the appiiti.able wet very factor, GM, specified for lateral loads for dowel-type fasteners in the NOS. VI/hen con" to terripeentures exceeding 100°F (37.8°C), the Alembic: Page 3421 8 ESR-1622 loads in this report must be adjusted by the applicable temperature factor, q, specified in the NOS. Connected wood members must be analyzed for toad-canying capacity at the connection in accordance with the NDS. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufrackwer's published installation Instructions. Botts and nails must be installed In accordance with the applicable provisions in the NDS. In the event of a conflict between this report and the manufachaer's published installation instructions, this report governs. 5.0 CONDITIONS OF USE The Simpson Strong-Tie products described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The connectors must be manufactured, klentffied and installed In accordance with this report and the manufacturer's published installation instructions. A copy of the instructions must be available at the jobstte at all times during installation. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statues of the jurisdiction in IA/1'kb the project is to be constructed 5.3 Adjustment factors noted In Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connected wood members and fasteners must =rnply, rpectively, with Sectione 3.2.2 and 3.2.3 of ibis Tepee. 5.5 Use of convectors with preservative treated Of fire retardant treated lumber must be in accordance ‘eith Seclien 3.2.1 of this repreet. Use of fasteners with preservative tread OT fire retardant treated lumber must be in accordance with Section 3.2.3 of this repere 5.6 The design of anchor bolts and the concrete footines is net within the eco ee. of this repeet. 6.0 EVIDENCE SUMMED el% Gre OCC-E3 Awe:pl.:thee Crites fur Joist Hangers and Similar Devices (AC13), dated October 2eQ6 'corrected, Mercer 2(i0 i) 7.0 IDENTIFICATION Trite products described t, this report are idetitiged Mile a die.- stamped label indicating the name af the manufacturer (trepsren err-anger ie), the mouer number, aro ere number of an index evaluation report (ESR-2523) that is used as an fer eieeleree ree,e;e'reez: !e. eieeet. 8.0 OTHER CODES • Erreitiedon ereope. reitiltIon tn the rorisis referenced "th Ser9on 1,0, the products ki irere repere were ErYagualzri rCti iXtilipliafe•Le With requirements of the following codes: 4 2003 'Merrier:lona! thdrtg Cod€ (2003 IBC) .11-1n°1 4frt Pp r' !P' # 2000 Internet:coal Building Cede (2000 IBC) eeei ireefeereree,f-vE,a4,,:_-li:ve! kaPilp0 # 1997 Llniforra Elul/ding Code (UBC) The products described in this report cora:ply with, or are suitable alternatives to what is specltied 61, the codes listed above, subject to the previa-errs of Secirorie iniciegir 11.2 Usinr 8.2.1 2003 IBC, 2l:3 IRC, 0 IBC, and 2000 RC: See Section 2.0 of this report 82.2 1997 UBC: Replace the information in Section 2.0 with the follovAng Simpson Stiong-lie post base connectors are used as wood framing connectors in accordance with Section 2318.4.8 of the UBC. ' T 8.3 Description: 8.3.1 2003 IBC and 2003 IRC: The same as Section 3.0 of this report_ 8.3.2 2000 IBC and 2800 IRC: See Section 3.0 of this report, except modify Section 3.2.3 of this report to reference IRC Section R323.3. 8.3.3 1097 UBC: See Section 3.0 of this import, except for the following I Modify Section 3.1 as follows: 3.1 General: The Simpson Strong-Tie post base connectors described in this report are die-formed brackets that connect wood posts to concrete footings cornplying with the UBC, by using anchor bolts installed during the concrete pour or after the concrete hardens. Since the design of anchor bolts in the concrete footings is not within the scope of this report, a footing larger than the minimum required by UBC Section 1806 may be necessary to meet anchorage to concrete requirements. The post base connectors de.scetbed in this report are used to ensure against uplift and lateral dieplacement at the bottom end of wood posts in accordance with Section 2314 of the UBC. Additionally, unheated wood columns may be supported by the post base connecters deeathed- in this report because the merged= provide a metal pedestal projecting minimum 1 inch (25.4 rem) above the concrete forodrig as required by Section 2306.5 of the UBC. Modify the feet sentence in the la.,q paragraph of Section 3.2.3 as follows: Fasteners used in contact with prezereelive treeleei er fire reterdent enfei lumber inusl, as a minimum, -comply with UBC Section 2304.3. aceel;e: anti Inektiietion: 2003 IBC, 2003 in, 2000 IBC, 2000 IBC, 1887 UBC: S'EdriA241 4.2 of this ir tot 8.5 Conditions of Use: 0.5.1 2083 IBC, 2803 IRC 208e IBC, and 2040 MC: The Strepsnri Strong-Tie products described IP this report mire* eeth, or are suitaiee altornaiwes to welt s specthed th, those codes listed in Section 8.0, subject to the same concretions of UCC ineieeteel in S-ectien 5.n ef I, o4 8.52 8.52 UBC: The Simpson Strong-Tie products deserted in aaarnatiVeS v,,tiat dried in, the UBC, subject to the same conditions of use indicated in Section 5,0 of this report, except The less sentence or Scream 5.5 s replaced wan ihc oticweng eastaners used in contact with preservative treated or fire retardant treated iuniere kneel., as -a minimum, cutriply 5-0 UaL Suclein 0.6 'Evidence Submitted: 2003 IBC, 2003 MC 2000 IBC. See Section 6.0 of this report. 2003 ic, 2063 IRC 2008 isc, 2400 C, and eiBC: ZACT Soo Sor.iioia 7.0 of this rappit. EBB-1622 TABLE 1—AB ADJUSTABLE POST BASE MODEL NO DIMENSIONS (metres) ( FASTENERS ALLOWABLE DaWILLOADS tai L Anchor Batt Diameter (Inches) Nabs Into Post (Quantity—Type) Co =1.8 Co =1.15 Ca =1.25 AB44 39115 29& '12 8-10d 4,065 AB46 Jr 318 3 112 8-10d 4,165 AB44R 4 41/,13 29!19 112 8-10d 4,065 A846R 4 217115 112 8-10d 4,165 AB86 514 5 9/16 5,335 6 2 "115 112 8-10d 5,335 For St: 1 Inch = 25A mm, 1 lbs = 4.45 'The able downier may not be increased for short tern loading. 2Anchor bolts and the concrete footings must he capable of resisting all loads and forte transferred from the post base connector. AB Adjustable Pow Bass FIGURE 1—AB POST BASE CONNECTOR AB instigation Page sof 8 ESR -1622 TABLE ABLE PO& BASE CONNECTORSI°7- MODEL NO. DINERSIOAIS (inches) FASTENERS ALLOWABLE LOADS (lbs) Adeirdr Bait Diameter () ABA44 39 /,a 31/5 3' /.s ABA44R AABA48 ABA46R ABA66 ABA66R • 6 53/15 2x18 41/16 31 /R 1I 12 2 f16 38.46 41/16 51/z 9 5 46 3 5 /96 51/4 3'le 2'/6 3i /R 5/8 5/s 5/8 Naas bnt° Post (Quantity-Type) uouR CD=1.33 CD-1.6 6-40d 555 Co=s -0 C -1.15 Co =1.25 6,000 6-10d 555 8,000 8-16d 700 8,435 8-16d 700 12,000 8-16d 720 10,665 5/g 6-16d 720 12,565 For St: 1 inch = 25.4 nun. 1 tbs = 4.45 N. 'The uplift toads have been increased for wind or earthquake loading with no further increase aimed. Reduce loads when other load durations govern. The allowable downloads may not be increased for short term loading. 3Arrhor bolts and the ccmraeta footings must be capable of resisting all loads and forces transferred from the post base connector. ABA 1' End t3isla c for Uplift ResislarIx ABA Installation FIGURE 2--ABA ADJUSTABLE POST BASE Tt3R FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential PerformaKe Method A `. ., •. Project Name: 11- 111 -Conor Wagar Residence - Addition Builder Name: Street 145 NE 94th Street Permit Office: Miami Shores 4144 ,- City, State, Zip: Miami Shores , FL , 33138- Permit Number. Owner Crystal Connor & Kirk Wagar Jurisdiction: 232600 (OJT Design Location: FL, Miami. 1. New construction or existing Addition 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of BedroomgBedmis In Addition) 3(1) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 411 7. Windows(57.0 sqft.) Description Area a. U- Factor. Sgl, U =0.94 57.00 ft2 SHGC: SHGC =0.83 b. U- Factor. N/A ft2 SHGC: c. U- Factor. NIA ft2 SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types (79.0 s yp ( sqft.) Insulation Area a. Crawlspace R =0.0 79.00 ft2 b. N/A R= ft2 c. N/A R= fta 9. Wall Types (799.7 sqft.) Insulation,, -' a. Concrete Block - Int Insul, Exterior R =5.0 624. ' ft2 b. Concrete Block - Int Insul, Exterior R =0.0 174.96 ft2 c. N/A R= ft2 d. N/A R= fta 10. Ceiling Types (332.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 332.00 ft2 b. N/A R= a c. N/A R= ft2 11. Ducts - a. Sup: Crawlspace Ret Crawlspace AH: Exterior Sup. R= 6, 8 12. Cooling systems - a. Central Unit Cap: 10.3 kBtu/hr SEER: 15.17 13. Heating systems - a. Electric Strip Heat Cap: 6.2 kBtu/hr COP: 1 14. Hot water systems - None (Baseline assumed) a. Electric Cap: N/A EF: 0.92 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.11$,W T Illist Total As -Built Modified Loads: 16.48 PASS t ' JRoo * tie, Total Baseline Loads: 19.51 �©4 , Q • "gas �••• b °® I hereby certify th • ' ars•ecifi -tit «, ered by this calculation ae• <; • ,p1 -rlr : } the loh• - pergy Code. • Q: 0 F. / , o Z z PREPARED BY s • ,.� ;tea Review of the plans and specifications covered by this F _ - 4 calculation indicates compliance = '`,as.+ with the Florida Energy Code. Before construction is completed r . ® ,� DATE' , I q • / , _ this building will be inspected for _ compliance with Section 553.908 Florida Statutes. , „ r � $.0 � ..•• •• V. �� I hereby certify the, isbtuII F1iii 0 _.v : , ::: , • is in compliance with the Florida En -rgy Co e'®iimiliitl OWNER/AGENT. BUILDING OFFICIAL' DATE: DATE. - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 12 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: 11- 111 -Conor Wagar Residen Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 411 Lot # Owner. Crystal Connor & Kirk Wagar Total Stories: 2 Block/SubDivlsion: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 145 NE 94th Street Permit Office: Miami Shores Cross Ventilation: County: Miami -Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single- family FL , 33138 - New/Existing: Addition Comment CLIMATE j 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 Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 18.5 ft 0 79 ft2 0 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 360 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 332 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 332 ft2 0.11 Wood WALLS Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 0.01 110.8333 0 0.75 2 W Exterior Concrete Block - Int Insul 0.01 64.125 ft2 0 0.75 3 N Exterior Concrete Block - Int Insul 5 231.75 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 5 115.5 ft2 0 0.75 5 E Exterior Concrete Block - Int Insul 5 115.5 ft2 0 0.75 6 N Exterior Concrete Block - Int Insul 5 162 ft2 0 0.75 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.010000 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 0.83 N 9 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 2 N Metal Single (Tinted) Yes 0.94 0.83 N 1 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 3 W Metal Single (Tinted) Yes 0.94 0.83 N 10 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 4 E Metal Single (Tinted) Yes 0.94 0.83 N 37 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION & VENTING V — Forced Ventilation — Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 388 6.23 21.3 40.1 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 15.17 12.31 kBtu/hr 369 cfm 0.75 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 8.49 kBtu/hr sys#1 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / V — Supply — — Retum — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Crawlspace 6 82.2 ft2 Crawlspace 20.55 ft Prop. Leak Free Exterior 12.33 cfm 3.34 % 0.03 0.60 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Thermostat: Y Goofing Jan Feb Heating Jan {X Feb Venting Jan [[�X]] Feb Mar Mar Mar Cei ing Fans: Apr May [X Apr X May [XJ Apr [[�X]] May Jun [iii Jun [[fix]] Jun Jul [XX Jul [[X11 Jul Aug C Au[X [[x11 Aug Sep Sep [[fix]] Sep Oct C Oct [[�Xll Oct pq Nov [X] Nov [X] Nov Dec X] Dec [X] 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 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 145 NE 94th Street Miami Shores, FL, 33138- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK 1� Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls NI106.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 comers; 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. / ✓ 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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings NI 106.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. ✓ Recessed Lighting Fixtures NI106.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 cfrn from conditioned space, tested. /' t/ Multi-story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. 1✓ Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space 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 NI 112.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 NI 112.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 NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. >✓ Air Distribution Systems NI110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows'* a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor. SHGC: d. U- Factor. SHGC: e. U- Factor. SHGC: 8. Floor Types a. Crawlspace b. N/A c. N/A Description SgI, U =0.94 SHGC =0.83 N/A N/A NIA N/A 145 NE 94th Street, Miami Shores, FL, 33138- Addition Single - family 1 3 No 411 Area 57.00 ft2 ft2 ft2 ft2 ft2 Insulation Area R =0.0 79.00 ft2 R= R= ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts - a. Sup: Crawlspace Ret: Crawlspace A 12. Cooling systems - a. Central Unit 13. Heating systems - a. Electric Strip Heat Insulation Area R=5.0 624.75 ft2 R =0.0 174.96 ft2 R= ft2 R= ft2 Insulation Area R =30.0 332.00 ft2 R= ft2 R= ft2 H: Exterior Sup. R= 6, 8 Cap: 10.3 kBtu/hr SEER: 15.17 14. Hot water systems - None (Baseline assumed) a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 6.2 kBtu/hr COP: 1 Cap: N/A EF: 0.92 Pstat *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 Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Building Input Summary Report PROJECT Title: 11- 111 -Conor Wagar Residen Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner Crystal Connor & Kirk Wagar Conditioned Area: 411 Block/SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 145 NE 94th Street Permit Office: Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: FL , 33138 - New /Existing: Addition 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 $/Unit Electricity kWh EnergyGauge Default 0 0.1126 Natural Gas Therm EnergyGauge Default 0 1.72 Fuel 011 Galion 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 E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft 0ft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 18.5 ft 0 79 ft2 0 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 360 ft2 0 ft2 Medium ��b 1 II l0 H � JVo 0 22.6 deg ATTIC ®•O'''' JR. *viii, qo ®t. -ee erect e®s aa\ ®aY ®'�y 1. # Type Ventilation Vent Ratio (1 in) o' 1.0 �� S A m 1 Full attic Vented 300 m °2 a n ly ;> Q' ,0N 0 3/19/2012 9:25 AM { fly e EnergyGauge® / USRFZB v2.8100 *' Page 1 of 4 Building Input Summary Report 3/19/2012 9:25 AM EnergyGauge®/ USRFZB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 332 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent # Omt To Wall Type Cavity Width Height Sheathing Framing Solar R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 2 W Exterior Concrete Block - Int Insul 3 N Exterior Concrete Block - Int Insul 4 W Exterior Concrete Block - Int Insul 5 E Exterior Concrete Block - Int Insul 6 N Exterior Concrete Block - Int Insul 0.01 11 8 9 6 110.83 ft2 0 0.75 0.01 6 9 9 6 64.13 ft2 0 0.75 5 25 9 9 231.75 ft2 0 0.75 5 12 10 9 115.5 ft2 0 0.75 5 12 10 9 115.5 ft2 0 0.75 5 18 0 9 162 ft2 0 0.75 DOORS # Omt Door Type Width Height Storms U -Value Ft In Ft In Area 1 N Wood None 0.2 0.1 0.1 0.01 ft2 WINDOWS # Omt Frame Panes NFRC Overhang U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N Metal Single (Tinted) Yes 2 N Metal Single (Tinted) Yes 3 W Metal Single (Tinted) Yes 4 E Metal Single (Tinted) Yes 0.94 0.83 N 9 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 0.94 0.83 N 1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 0.94 0.83 N 10 ft2 0 ft 0 In 0 ft 0 in Drapes/blinds None 0.94 0.83 N 37 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None INFILTRATION & VENTING Method SLA CFM 50 ELA - Forced Ventilation - Terrain/Wind EqLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00030 323 17.8 33.4 0.255 5.19 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Furniture Fraction No Added Mass 0 ft2 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15.17 12.31 kBtu/hr 369 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 8.49 kBtu/hr False 3/19/2012 9:25 AM EnergyGauge®/ USRFZB v2.8 Page 2 of 4 Building Input Summary Report HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits gal gal deg DUCTS — Supply — — Retum — # Location R -Value Area Location Area Number Leakage Type Air Handler Percent CFM 25 Leakage QN RLF 1 Crawispace 6 82.2 ft2 Crawlspace 20.55 ft2 (invalid) Prop. Leak Free Exterior 12.33 cfm 3.34 % 0.03 0.60 TEMPERATURES Programable Cooling aUng Thermostat: X Jan Y X Feb Mar Ceiling X Apr Fans: N May X Jun X Jul X Aug x Sep X Oct C Nov X 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 PM 80 80 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 PM 68 68 68 68 68 68 68 Heating (WEH) AM 66 66 66 66 66 68 68 PM 68 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher % Released: Annual Use: Dryer % Released: Annual Use: Lighting Released: Annual Use: Miscellaneous % Released: Annual Use: AM 60 PM 0 kWh/Yr AM 10 PM 0 kWh/Yr AM 90 PM 784 kWh/Yr AM 90 PM 1132 kWh/Yr AM PM Pool Pump % Released: 0 Annual Use: 0 kWh/Yr Range % Released: Annual Use: Refrigeration % Released: Annual Use: AM 100 PM 0 kWh/Yr AM 100 PM 775 kWh/Yr Well Pump AM % Released: 0 PM Annual Use: 0 kWh/Yr 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 Peak Value: 0 Watts 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 0 Watts 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Peak Value: 256 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 208 Watts 0.375 0.5 0.8 0.95 1 0 0 0 0 1 1 1 1 Peak Value: 0 Watts 0.057 0.057 0.057 0.057 0.457 0.343 0.286 0.4 Peak Value: 0 Watts 0.85 0.78 0.75 0.73 0.88 0.85 0.85 0.83 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 Peak Value: 0 Watts 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 4 of 4 Residential Cooling and Heating Load Calculations Residential Cooling & Heating Load Calculations based on ASHRAE cooling & heating load calculation. Manual 2nd Edition RPJ, Inc, CONSULTING ENGINEERS 4977 SW 74th COURT, MIAMI, FL 33155 Phone: (305) 666 -2131 Fax (305) 666 -013* Unit/ Area served: PKG -1 FIRST FLOOR JOB Name: Conor Wagar Residence Project No.: 11 -111 File No.: 11- 113 -CW- Residence Date: 01/31/12 Calculated by: A.PENA Checked by: RPJ 11"EM (w/ drapes) SOLAR SHADE T. AREA BTU/HR I 1EM AT U T. AREA BTU/HR N. Glass 17 x x 104 = 1768 N. Wall 14 x 0.3 x 211 = 886.2 NE. Glass 27 x x 0 = 0 NE. Wall 20 x 0.3 x 0 = 0.0 E. Glass 91 x x 60 = 5460 E. Wall 24 x 0.3 x 129 = 928.8 E Glass 17 x x 27 = 459 E. Wall 14 x 0.3 x 153 = 642.6 S. Glass 24 x x 70 = 1680 S. Wall 17 x 0.3 x 245 = 1249.5 SW Glass 33 x x 0 = 0 SW. Wall 22 x 0.3 x 0 = 0.0 W. Glass 36 x x 37 = 1332 W. Wall 24 x 0.3 x 332 = 2390.4 NW Glass 27 x x 0 = 0 NW. Wall 20 x 0.3 x 0 = 0.0 SW Glass (Shaded) 17 x x 0 = 0 x x = 0.0 T. Glass area = 298 Subtotal = 10699 T. Wall Area= 1070 Subtotal = 6098 11'EM AT U T. AREA BTU/HR I1EM BTU/Unit TOTAL BTU/HR Partition 13 x 0.25 x 0 = 0.0 People 230 x 4 = 920 Roof 48 x 0.05 x 0 = 0.0 Kitchen 1200 x 1 = 1200 Floor 13 x 0.5 x 1235 = 8027.5 Infi1.IVent. = 1.1xQxDT = 93.86 x 16.5 = 1548.7 Flat Roof 48 x 0.2 x 0 = 0.0 Miscellaneous = 2000.0 Subtotal = 8028 Subtotal = 5669 TOTAL SENS. = 30,492.69 Btu/Hr GTH =TOT. SENS. x 1.3 = 39,640.50 Btu/Hr TONS = 3.3 HEAT LOSS USE = 3.50 HEM T. AREA A T U BTU/HR Cfm = 1400 Walls 1070 x 27 x 0.3 = 8667.0 Sq.Ft./T = 352.9 Roof 0 x 27 x 0.05 = 0.0 CFM/sq.ft = 1.1 Floor 1235 x 15 x 0.28 = 5187.0 Glass 298 x 27 x 0.943 = 7587.4 Ventilation = 1.1xDTxQ 1.1 x 27 x 93.86 = 2787.6 Partition 0 x 27 x 0.25 = 0.0 TOTAL 24,229.0 Btu/hr KW 7.1 Kw Q= ARCHxVOL. /60= 0.48 x 11732.5 / 60 = 93.86 Area A/C= 1235 Sq. ft. Volume A/C= 1235 x 9.5 = 11733 Cu. ft. Residential Cooling and Heating Load Calculations Residential Cooling & Heating Load Calculations based on ASHRAE cooling & heating load calculation. Manual 2nd Edition RPJ, Inc. CONSULTING ENGINEERS 4977 SW 74th COURT, MIAMI, FL 33155 Phone: (305) 666 -2131 Fax (305) 666 -013' Unit/ Area served: FCU -1 2ND FLOOR ITEM (w/ drapes) N. Glass NE. Glass E. Glass E Glass S. Glass SW Glass W. Glass NW Glass SW Glass (Shaded) T. Glass area = ITEM Partition Roof Floor Flat Roof TOTAL SENS. GTH=TOT. SENS. x HEAT LOSS ITEM Walls Roof Floor Glass Ventilation =1.1 xDTxQ Partition TOTAL KW SOLAR 17 x 27 x 91 x 17 x 24 x 33 x 36 x 27 x 17 x 311 LET 13 x 48 x 13 x 48 x 1.3 T. AREA 1057 x 1235 x 0 x 311 x 1.1 x 0 15,555.1 4.6 JOB Name: Project No.: File No.: Date: Calculated by: Checked by: SHADE T. AREA BTU/HR 11EM x 70 = 1190 N. Wall x 0 = 0 NE. Wall x 122 = 11102 E. Wall x 0 = 0 E. Wall x 84 = 2016 S. Wall x 0 = 0 SW. Wall x 35 = 1260 W. Wall x 0 = 0 NW. Wall x 0 = 0 Subtotal = 15568 T. Wall Area U T. AREA BTU/HR ITEM 0.25 x 0 = 0.0 People 0.03 x 1235 = 1778.4 Kitchen 0.5 x 0 = 0.0 Infil./Vent. = 0.2 x 0 = 0.0 Miscellaneous Subtotal = 1778 = 24,215.72 Btu/Hr = 31,480.44 Btu/Hr A T U BTU/HR 27 x 0.14 = 3995.5 27 x 0.03 = 1000.4 15 x 0.28 = 0.0 27 x 0.943 = 7918.4 27 x 88.92 = 2640.9 27 x 0.25 = 0.0 Btu/hr Kw Q= ARCHxVOL. /60= 0.48 x 11115 / 60 = 88.92 Area A/C= 1235 Sq. ft. Volume A/C= 1235 x 9 = 11115 Cu. ft. Conor Wagar Residence 11 -111 11- 113 -CW- Residence 01/31/12 A.PENA RPJ AT U T. AREA BTU/HR 14 x 0.14 x 245 = 480.2 20 x 0.14 x 0 = 0.0 24 x 0.14 x 247 = 829.9 14 x 0.14 x 0 = 0.0 17 x 0.14 x 231 = 549.8 22 x 0.14 x 0 = 0.0 24 x 0.14 x 334 = 1122.2 20 x 0.14 x 0 = 0.0 x x = 0.0 1057 Subtotal = 2982 BTU/Unit TOTAL 230 x 4 1200 x 0 1.1xQxDT = 88.92 x TONS = 2.6 USE = 3.00 Cfm = 1200 Sq.Ft./T = 411.7 CFM/sq.ft = 1.0 BTU/HR • 920 • 0 16.5 = 1467.2 = 1500.0 Subtotal = 3887 ;FORM ;100A-08 • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C • NSTRUCTION Florida Department of Community Affairs Residential Performa ed A Project Name: 11- 111 -Conor Wagar Residence - Addition Builder Name: Street 145 NE 94th Street Permit Office: Miami Shores :. City, State, Zip: Miami Shores , FL , 33138- Permit Number. 'r �� Owner Crystal Connor & Kirk Wagar Jurisdiction: 232600 Design Location: FL, Miami I 1. New construction or existing Addition 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of BedroomgBedrms In Addition) 3(1) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 411 7. Windows(57.0 sqft.) Description Area a. U- Factor. SgI, U =0.94 57.00 ft2 SHGC: SHGC =0.83 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 (79.0 sqft.) Insulation Area a. Crawlspace R =0.0 79.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (799.7 sqft.) Insulation •1-- - a. Concrete Block - Int Insul, Exterior R =5.0 624.75 ft2 b. Concrete Block - Int Insut, Exterior R =0.0 174.96 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (332.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 332.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts - a. Sup: Crawlspace Ret Crawlspace AH: Exterior Sup. R= 6, 8 12. Cooling systems - a. Central Unit Cap: 10.3 kBtu/hr SEER: 15.17 13. Heating systems - a. Electric Strip Heat Cap: 6.2 kBtu/hr COP: 1 14. Hot water systems - None (Baseline assumed) a. Electric Cap: N/A EF: 0.92 b. Conservation features None 15. Credits Pstat c Total As -Built Modified Loads: 16.48 PASS Glass /Floor Area: 0.139 ASS Total Baseline Loads: 19.51 lion„,,, 6�tl..Aen' .,/'-.. P E�Al us ® ®®®0 I hereby certify that the • E ar'�0 iqt i +. cap eavered by this calculation are in • . 1 1 ibripia t5ergy Code. 339 • N • - r I. ' PREPARED BY o :�.. Review of the plans and i St specifications covered by this # z Y p �r- calculation indicates compliance with the Florida Energy Code. s =. Before construction is completed p DATE. i • - git ° / - this building will be inspected for compliance with Section 553.908 Florida Statutes.rr BUILDING OFFICIAL (. S ATE CO F ; y� ® I hereby certify tha dat - ,lid;iompliance with the Florida En -rgy �,•� •• ...... �®'Ctyj" OWNER/AGENT. ®®®��g gu ... DATE. DATE. Cxx,,j, - Compliance requires an-air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 12 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 v ` * PROJECT Title: 11- 111 -Conor Wagar Residen Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuiit Conditioned Area: 411 Lot # Owner. Crystal Connor & Kirk Wagar Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 145 NE 94th Street Permit Office: Miami Shores Cross Ventilation: County: Miami -Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single - family FL , 33138 - New/Existing: Addition Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 Exposed Perimeter Wall Ins. R- Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 18.5 ft 0 79 ft2 0 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 360 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 332 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 332 ft2 0.11 Wood WALLS ea Cavity Sh R -Value thing Framing Solar # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 0.01 110.8333 0 0.75 2 W Exterior Concrete Block - Int Insul 0.01 64.125 ft2 0 0.75 3 N Exterior Concrete Block - Int Insul 5 231.75 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 5 115.5 ft2 0 0.75 5 E Exterior Concrete Block - Int Insul 5 115.5 ft2 0 0.75 6 N Exterior Concrete Block - Int Insul 5 162 ft2 0 0.75 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 ' DOORS V# Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.010000 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Overhang Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal 2 N Metal 3 W Metal 4 E Metal Single (Tinted) Yes 0.94 0.83 N 9 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None Single (Tinted) Yes 0.94 0.83 N 1 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None Single (Tinted) Yes 0.94 0.83 N 10 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None Single (Tinted) Yes 0.94 0.83 N 37 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION & VENTING V Method — Forced Ventilation — Run Time Fan SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 388 6.23 21.3 40.1 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 15.17 12.31 kBtu/hr 369 cfm 0.75 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 8.49 kBtu/hr sys#1 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM ✓ FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V — Supply — — Retum — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Crawlspace 6 82.2 ft2 Crawlspace 20.55 ft Prop. Leak Free Exterior 12.33 cfm 3.34 % 0.03 0.60 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Venting Venting Thermostat X Jan [[XX]] Jan Y Lx! Feb [X] Feb l C] Mar Mar (X! Apr l`��J, Ceiling Fans: May [X May 1X] Jun XJ Jul [X! Aug X] Sep [X Oct X] Nov (X 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 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 'FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 145 NE 94th Street Miami Shores, FL, 33138- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK t� Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls NI 106.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 comers; 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. / ✓ 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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 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. ✓ Recessed Lighting Fixtures NI 106.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. /' t/ Multi-story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. • Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space 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 NI 112.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 NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. / e/ HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. -✓ o Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 4r/ 3/19/2012 8:59 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. • 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows*' a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor SHGC: d. U- Factor. SHGC: e. U- Factor. SHGC: 8. Floor Types a. Crawlspace b. N/A c. N/A Description Sgl, U =0.94 SHGC =0.83 N/A N/A N/A N/A 145 NE 94th Street, Miami Shores, FL, 33138- Addition Single- family 1 3 No 411 Area 57.00 ft2 ft2 ft2 ft2 ft2 Insulation Area R =0.0 79.00 ft2 R= R= ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation Area R =5.0 624.75 ft2 R =0.0 174.96 ft2 R= ft2 R= ft2 Insulation Area R =30.0 332.00 ft2 R= ft2 R= ft2 11. Ducts - a. Sup: Crawlspace Ret: Crawlspace AH: Exterior Sup. R= 6, 8 12. Cooling systems - a. Central Unit 13. Heating systems - a. Electric Strip Heat Cap: 10.3 kBtu/hr SEER: 15.17 14. Hot water systems - None (Baseline assumed) a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: Cap: 6.2 kBtu/hr COP: 1 Cap: N/A EF: 0.92 Pstat *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 Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Building Input Summary Report PROJECT Title: 11- 111 -Conor Wager Residen Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. Crystal Connor & Kirk Wagar Conditioned Area: 411 Block/SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street 145 NE 94th Street Permit Office: Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: FL , 33138 - New /Existing: Addition 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 $/Unit Electricity kWh EnergyGauge Default 0 0.1126 Natural Gas Therm EnergyGauge Default 0 1.72 Fuel 011 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 E None Oft Oft Oft Oft Oft 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 Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 18.5 ft 0 79 ft2 0 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 360 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC ®®®��aeeceeleig., # Type Ventilation Vent Ratio (1 in) .• ®Cad S F . ° °° IRk, ° 40. 1 Full attic Vented 300 '33 2 m N �5 °° ` Sa1� N °�N IL 3/19/2012 9:25 AM EnergyGauge®/ USRFZB Page 1 of 4 Building Input Summary Report 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 332 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent # Omt o Wall Type Cavity Width Height Sheathing Framing Solar R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 2 W Exterior Concrete Block - Int Insul 3 N Exterior Concrete Block - Int Insul 4 W Exterior Concrete Block - Int Insul 5 E Exterior Concrete Block - Int Insul 6 N Exterior Concrete Block - Int Insul 0.01 11 8 9 6 110.83 ft2 0 0.75 0.01 6 9 9 6 64.13 ft2 0 0.75 5 25 9 9 231.75 ft2 0 0.75 5 12 10 9 115.5 ft2 0 0.75 5 12 10 9 115.5 ft2 0 0.75 5 18 0 9 162 ft2 0 0.75 DOORS # Omt Door Type Width Height Storms U -Value Ft In Ft In Area 1 N Wood None 0.2 0.1 0.1 0.01 ft2 WINDOWS # Omt Frame Panes NFRC Overhang U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N Metal Single (Tinted) Yes 2 N Metal Single (Tinted) Yes 3 W Metal Single (Tinted) Yes 4 E Metal Single (Tinted) Yes 0.94 0.83 N 9 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 0.94 0.83 N 1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 0.94 0.83 N 10 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 0.94 0.83 N 37 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None INFILTRATION & VENTING Method SLA CFM 50 ELA - Forced Ventilation - Terrain/Wind EqLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00030 323 17.8 33.4 0.255 5.19 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15.17 12.31 kBtu/hr 369 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 8.49 kBtu/hr False 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 2 of 4 Building Input Summary Report 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 3 of 4 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits gal gal deg DUCTS - Supply - - # Location R -Value Area Location Retum — Area Number Leakage Type Air Percent Handler CFM 25 Leakage QN RLF 1 Crawlspace 6 82.2 ft2 Crawlspace 20.55 ft2 (invalid) Prop. Leak Free Exterior 12.33 cfm 3.34 % 0.03 0.60 TEMPERATURES Programable Cooling ting Thermostat: JX an Y Feb X Feb i Mar 7C Mar X Apr Cei ing Fans: N € May X Jun x Jul X Aug Sep X Sep Oct X Oct Nov C Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Hours 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 66 66 66 68 68 68 68 68 78 78 80 80 78 78 78 78 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 3 of 4 Building Input Summary Report 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: 0 kWh/Yr Peak Value: 0 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: 784 kWh/Yr Peak Value: 256 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: 1132 kWh/Yr Peak Value: 208 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: 0 kWh/Yr Peak Value: 0 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 Well Pump AM 0.05 0.05 0.05 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 3/19/2012 9:25 AM EnergyGauge® / USRFZB v2.8 Page 4 of 4 Residential Gaoling and Heating Load Calculations Residential Cooling & Heating Load Calculations based on ASHRAE cooling & heating load calculation. Manual 2nd Edition RPJ, Inc. CONSULTING ENGINEERS 4977 SW 74th COURT, MIAMI, FL 33155 Phone: (305) 666 -2131 Fax (305) 666-013• Unit/ Area served: PKG -1 FIRST FLOOR JOB Name: Conor Wagar Residence Project No.: 11 -111 File No.: 11- 113 -CW- Residence Date: 01/31/12 Calculated by: A.PENA Checked by RPJ 11EM (w/ drapes) SOLAR SHADE T. AREA BTU/HR ITEM LET U T. AREA BTU/HR N. Glass 17 x x 104 = 1768 N. Wall 14 x 0.3 x 211 = 886.2 NE. Glass 27 x x 0 = 0 NE. Wall 20 x 0.3 x 0 = 0.0 E. Glass 91 x x 60 = 5460 E. Wall 24 x 0.3 x 129 = 928.8 E Glass 17 x x 27 = 459 E. Wall 14 x 0.3 x 153 = 642.6 S. Glass 24 x x 70 = 1680 S. Wall 17 x 0.3 x 245 = 1249.5 SW Glass 33 x x 0 = 0 SW. Wall 22 x 0.3 x 0 = 0.0 W. Glass 36 x x 37 = 1332 W. Wall 24 x 0.3 x 332 = 2390.4 NW Glass 27 x x 0 = 0 NW. Wall 20 x 0.3 x 0 = 0.0 SW Glass (Shaded) 17 x x 0 = 0 x x = 0.0 T. Glass area = 298 Subtotal = 10699 T. Wall Area= 1070 Subtotal = 6098 ITEM A T U T. AREA BTU/HR 1'1 EM BTU/Unit TOTAL BTU/HR Partition 13 x 0.25 x 0 = 0.0 People 230 x 4 = 920 Roof 48 x 0.05 x 0 = 0.0 Kitchen 1200 x 1 = 1200 Floor 13 x 0.5 x 1235 = 8027.5 Infil./Vent. = 1.1xQxDT = 93.86 x 16.5 = 1548.7 Flat Roof 48 x 0.2 x 0 = 0.0 Miscellaneous = 2000.0 Subtotal = 8028 Subtotal = 5669 TOTAL SENS. = 30,492.69 Btu/Hr GTH =TOT. SENS. x 1.3 = 39,640.50 Btu/Hr TONS = 3.3 HEAT LOSS USE = 3.50 II EM T. AREA A T U BTU/HR Cfm = 1400 Walls 1070 x 27 x 0.3 = 8667.0 Sq.Ft./T = 352.9 Roof 0 x 27 x 0.05 = 0.0 CFM/sq.ft = 1.1 Floor 1235 x 15 x 0.28 = 5187.0 Glass 298 x 27 x 0.943 = 7587.4 Ventilation = 1.1xDTx 1.1 x 27 x 93.86 = 2787.6 Partition 0 x 27 x 0.25 = 0.0 TOTAL 24,229.0 Btu/Hr KW 7.1 Kw Q= ARCHxVOL. /60= 0.48 x 11732.5 / 60 = 93.86 Area A/C= 1235 Sq. ft. Volume A/C= 1235 x 9.5 = 11733 Cu. ft. Residential•Cooling and Heating Load Calculations Residential Cooling & Heating Load Calculations based on ASHRAE cooling & heating load calculation. Manual 2nd Edition RPJ, Inc. CONSULTING ENGINEERS 4977 SW 74th COURT, MIAMI, FL 33155 Phone: (305) 866 -2131 Fax (305) 666-013' JOB Name: Conor Wagar Residence Project No.: 11 -111 File No.: 11- 113 -CW- Residence Date: 0131/12 Unit/ Area served: FCU -1 2ND FLOOR Calculated by: A.PENA Checked by RPJ ITEM (w/ drapes) SOLAR SHADE T. AREA BTU/HR 11EM AT U T. AREA BTU/HR N. Glass 17 x x 70 = 1190 N. Wall 14 x 0.14 x 245 = 480.2 NE. Glass 27 x x 0 = 0 NE. Wall 20 x 0.14 x 0 = 0.0 E. Glass 91 x x 122 = 11102 E. Wall 24 x 0.14 x 247 = 829.9 E Glass 17 x x 0 = 0 E. Wall 14 x 0.14 x 0 = 0.0 S. Glass 24 x x 84 = 2016 S. Wall 17 x 0.14 x 231 = 549.8 SW Glass 33 x x 0 = 0 SW. Wall 22 x 0.14 x 0 = 0.0 W. Glass 36 x x 35 = 1260 W. Wall 24 x 0.14 x 334 = 1122.2 NW Glass 27 x x 0 = 0 NW. Wall 20 x 0.14 x 0 = 0.0 SW Glass (Shaded) 17 x x 0 = 0 x x = 0.0 T. Glass area = 311 Subtotal = 15568 T. Wall Area= 1057 Subtotal = 2982 HEM AT U T. AREA BTU/HR 11EM BTU/Unit TOTAL BTU/HR Partition 13 x 0.25 x 0 = 0.0 People 230 x 4 = 920 Roof 48 x 0.03 x 1235 = 1778.4 Kitchen 1200 x 0 = 0 Floor 13 x 0.5 x 0 = 0.0 Infil./Vent. = 1.1xQxDT = 88.92 x 16.5 = 1467.2 Flat Roof 48 x 0.2 x 0 = 0.0 Miscellaneous = 1500.0 Subtotal = 1778 Subtotal = 3887 TOTAL SENS. = 24,215.72 Btu/Hr GTH =TOT. SENS. x 1.3 = 31,480.44 Btu/Hr TONS = 2.6 HEAT LOSS USE = 3.00 11 EM T. AREA A T U BTU/HR Cfm = 1200 Walls 1057 x 27 x 0.14 = 3995.5 Sq.Ft./T = 411.7 Roof 1235 x 27 x 0.03 = 1000.4 CFM/sq.ft = 1.0 Floor 0 x 15 x 0.28 = 0.0 Glass 311 x 27 x 0.943 = 7918.4 Ventilation = 1.1xDTxQ' 1.1 x 27 x 88.92 = 2640.9 Partition 0 x 27 x 0.25 = 0.0 TOTAL 15,555.1 Btu/hr KW 4.6 Kw Q= ARCHxVOLJ60= 0.48 x 11115 / 60 = 88.92 Area A/C= 1235 Sq. ft. Volume A/C= 1235 x 9 = 11115 Cu. ft. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170521 Permit Number: DEMO -2 -12 -349 Scheduled Inspection Date: March 19, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments COMPLETE DEMOLITION TO PREPARE SPACE FOR NEW CONSTRUCTION Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 19, 2013 For Inspections please call: (305)762 -4949 Page 1 of 41 41e 215,Lk: 4ki 9b44212886 CERTIFICATE OF • PRODUCER Auto-Matte Mtwara,: MD S. Faisal Klemm • DaerlIald Bich, FL 33441 Phony {§84}4214953 Pax (284)4214$SE INSURED SUMO Cana Inc 299 SW TTH AVE So:* RON% FL 3348E COVERABBE AUTOMATIC INS PAGE 131/81 LIABILITY INSURANCE WE PONDAY'ri • 01/31/12 *THIS CERTIFICATE Ti 8 UA 1S A MATTER OF INFORNATION ONLY AND CONFERS NO RISI47 S UPON THP CERTIFICATE HO_LENNL cERTIFICATC DOES NOT AMEND. MEND oR -.,---EqttPrrn BY TM POLIA MAIM APFORDIPI41 CIJEERADE NAic • — 1402BiLkCcLONyt44SURANCE • !N31! IttiVRER-P.1 INSURER E. THE POlICIES CP INSURANCE LISTED HAVE EEEN 046E6 TEFT"HTINSuRED NAMED ASOVE *FON Thit POLICY PERIOD INDICATED. MoTIVITHEITANDIND ANY REQUIREMENT 'TERM OR COMMON MANY CONTRACT OR OTHER DOOLTIANNT WITH ASPROT TO NuNION Thi DENTIFIOA-17 MAY DE IgualED OR MAY PERTAIN. THE INSURANCE AFFORDED By TREFOIL:0ES DESCRIBED KEW+ IS &NMI TO ALL THE MOIR EXCLUSIONS AND CONDITIon OF EUCH Pomba AGGREQATE LASTS BROWN RAY HAVE NEEN NEDWED BY PAID C. . 1.434 AWL I lippLogY INFECTIAI PouNT exyliamw mod Type ti" INSURANCE NoucT MAWR leErji ..wcaftwoolIN alININAL LIAINLITY 1 OONNAERMAL GAL LIABILITY m.31 assosH ; I whims roziE 1:..1 OCCUR A • ' L_I OMNI AV1REDATE LEM AMU 'Ely D POLICY 0 'scam D Lee AUTOMOSILS Lialsay D ANY AUTO AU. owes; Airros j 0 EOHEDULEDAJTOE I M HIRED AVMs NON owNio Avros ..........■•■■■■■■■■••••■ 11/18/11 11f18112 MT* EACH H OCCURRENCE 1 ,000,000 RIMEW LSliTtO • " sin EN" {Anyone passe PER NONAL A ArA, INJURY DiNotAL ADON104,IN 50,0001 5 000' 1,000,000j 1,000,000 PRODUCTS- COMP/OP AOG 1 .000,003 1-1 GARAGE UMW ._ ANY AUTO f":1 EXCESBAMBROLLA LIAITUTY CiCCUP 0 CLAIMS MADE I I—I COMBINED MOLE LuArr AN =Nem , BODILY INJURY OW AMOS fl DEDUCTIBLE RETENTION $ I EMPLOYERW umuary I• ANY pRoNNETOR /PARTNER /EXECUTIVE OFFICER NIF-MBER =Wen" IA:2T ut taarwle OTNER • • [ DenciNimaN OP oNNAMIDNIO/ LOCATIONS, MMus& I a:NO-mom ArlogirY ENDOREEMENT meta PROVISIOPIE • BODILY INJURY (Par amiong 0410PENTY DAMAGE socklime AUTO ONLY - EA Aocioeorr OTHER THAN EA CC AUTO ONLY: EAcH OCCURRENCE ADDRECIATE ---nrigirLat ir • FActi ACCIDeter • sissAlit • EA11101.0YEI 4.E_L MUSE • rowv I.*41T CERTIFICATE HOLDER MIAMI SHORES 10030 N.E. 21.413 AVE NIA SNORES, FL 331ES ... ' ACcireD (z •iAiraF CANCEUATON SHOULD ANY OF THE MOVE DESERIIIIED POLICIES NE CANCELLED IIVFORE IRE SXPIRATIOR DATE THEREOF, THE ISSUING INSURER ENLI., ENDEAVOR TO MAIL • 30 OAT/. ERIirsEN WOE TO 7H4 CERTIFICATE HOLDER NAIAD TO ! Tanot. Nur P*tito TO SO SO SHAL.I. won so oiLismuss LIANNAY OP /WYNN:I UPON ma Isouses. Aimed?* en ImaquutNTAIIviii. ALTrHonwro NigINENENTATIVE MELISSA PETRONE —Mous compoWi ---"Viot4 sea JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER S DEPARTMENT DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law, EFFECTIVE DATE: 01/17/2012 EXPIRATION DATE: 01/16/2014 PERSON: SUBKO JOHN FEIN: 850143664 BUSINESS NAME AND ADDRESS: SUBKO CONSTRUCTION COMPANY INC 290 SW 7TH AVE BOCA RATON FL 33488 SCOPES OF BUSINESS OR TRADE: 1- GENERAL CONTRACTOR err IMPORTANT: pursuant to Chapter 440. 08t14T, F•S., as officer of a corporation who electl exemption from This dopier by Wing a cortifleate e1 elective under this section may not recover benefits or compensation ender 'this chapter. Pursuant to Cbapler 440.08(121; FA., tailllfkites of election to be exempt... apply only within the scope 01 the MUMS ar trade listed on the entice of etecttan to he exempt. Pursaaat to Chapter 440.05413), F.S„ Natices of election to be exempt sad certificates at atectlan to be exempt snail be subject to revocation 11, it nny time after the fillaq of the notice Of the Iseaance of the certilicata. the persah named el the aotfca 01 certificate no longer meets Om requirements of this section for itsaanee of a certificate. The department shall revoke a certificate it soy time for titian of the person named an tae oerittiest* to meet the requirements el this union. QUESTIONS? (850) 413 -1609 IWC -252 CERTIFICATE OF ELECTION TO 5E EXEMPT REVISED 01 -11 ..5,! $257.. 019,1.7 w.q 0B/06/a0•.0 j00f053•59.4 CGd05.0960.r. The GENERAL • CONTRACTOR • Naemed.'beXov, ;r9�•i:CERTIFZED• Under'•"the- prOv:3•iona o 'Cho to Expiration data: AUG 31, 2012, iD• mottil SSAtItIrr , SRO.. •C NBT UC'rXON 'CO Z ., • f• •r', ;5 99 SW 7. .AVIL BOCA RATON 33486 ANNE 4. G AN NO N P.Q. Box 3353, West Palm Beach, EL 33402.3353 cOrd1TrruTistIAL TAx 001.tL Tee www.taxeollecwrpho.corrt Tel; (561) 3654272 S+n?Ptig Pa* EtfacirCooity TYPE OF BUSINESS 234051 GENERAL CONTRACTOR OWNER SUBKO JOHN STANLEY This document is valid only when recelpted by the Tax Coffecto?s Office. SUBKO CONSTRUCTION CO INC SUBKO CONSTRUCTION CO INC 299 SW 7TH AVE BOCA RATON, FL 33486 -4631 ►ellne�Ife�f e�Iee�ef��uelee�rlineelleen�� "LOCATED AT 299 SW 7TH AVE BOCA RATON, FL 33485 -4831 CERTIFICATION a I RECEIPT 0/DATE PAID AMT PAID BILL 6 DGC05DB8D B11.108781 - 04/28/11 $27.50 X1311 STATE OF FLORIDA PALM BEACH COUNTY 20/1/2012 LOCAL BUSINESS TAX RECEIPT LBTR Number: 200415252 EXPIRES: SEPTEMBER 30, 2012 This receipt does not constitute a franchise. agreement. permission of authority to perform the services or operate the business described herein when a franchisee, agreement or other county commission. state or federal permission of authority is required by county, state of federal law. TLIT o T!<)ot'I T Tel` T%I I fi RE EIL #5112 00034585 CITY OF BOCA RATON BUSINESS TAX AUTHORITY 201 WEST' PALMETTO PARK ROAD BOCA RATON, FLA. 33432-3795 SUBKO CONSTRUCTION CO., INC. SUBKO, JOHN STANLEY 299 SW 7 AVE BUSINESS 9�/� THIS IS NOT A BILL Any changes in name, address, suite, ownership, etc. will require a new application within 15 days to avid penalty or the license is null and void. Business Tax fee: Penalty fee: Late fee: Additional fee: 105.00 ,00 .00 26.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Lt i't -3v5 Inspection Number: INSP - 171312 Permit Number: DEMO -3- 12-486 Scheduled Inspection Date: August 29, 2012 Inspector: Perez, JanPierre Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A STAR AIR CONDINTIONING AND HEATING SERVICES INC Permit Type: Demolition Inspection Type: Final Work Classification: Mechanical Phone Number Parcel Number 1132060132920 Phone: (954)558 -2950 Building Department Comments MECHANICAL DEMOLITION S Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 28, 2012 For Inspections please call: (305)762 -4949 Page 5 of 32 Miami Shores Village Building Department 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 RECEIVED MAR 2 0 2012 Master Permit No.tiriri 12 349 Permit Type: MECHANICAL JOB ADDRESS: /96.... /41,0 9V. -s-7" City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes ✓ NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ki/�� f OA." Phone #: Address: / 114 T City: /4 Tenant/Lessee Name: State: Zip: 34' /gds Phone #: Email: CONTRACTOR: Company Name: 6—j`�[yy4 j9`/4' Phone #: eici-V- 76/- 2--6010 Address: l3=4 / City: 'q" T Jon, State: I - Zip: -5;33 /-N- Qualifier Name: % �G� Pc/ A-11 Phone #: q•`%- 465- - iq 77 State Certification. or, Registration #: G!—' > 2 / e57Q Certificate of Competency #: Contact Phone #: ;:IS" Ga / - ?-6ov Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ® Square/Linear Footage of Work: Type of Work ZIAddress ❑Alteration New DRepair/Replace Demolition Description of Work: e)cis � ******** ** * * ** * * ***** ** * * * * * * * ** * * * * *,� *Fees******************************************** Submittal Fee $ • __ Permit Fee $ I g " CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip tv Mortgage Lender's Name (if applicable) Mortgage Lender's Address iCity= . �. a e; State Zip Aliplit;ation 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 ' , ' e building permit is issued. In the absence of such posted notice, the inspection will not be approves ; nd a reinspect' - ee will be charged. er or Agent in instrument was acknowled 20 1.by h • . ersonally known to my or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp es: Signature The foregoin day of 11071.9-4(y as acknowledged before me this y 00a • who is personally known to me or#ho zt as identificaind ho di NOTARY PUBLIC: ® /��) :.� i Sign: elf 4 49, iii = • • - ▪ ▪ Print: gli-t--T-6 • 10;"47ndad ON 'WO My Commission Exp E15B vt� or 41, ..4e.9e9e.aYatk9e9e.3ra4.9roY sY+B4e9e. & 4:.... 4k....* .9e4c9ede :Yik:F.9e9e9ro... ** * * ****** * * * * *** * * * * **** ** * * * **- * * * *, APPROVED BY ansat• h. *= • • • • • • vc Gnev7721T'a►� 7/6 (/Plan Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Zoning 5a Clerk • 0312812012 04 :15PM 9547567510 ASTAR PAGE 03/03 ;• „V"';'441,„ ir�.•'i:,i"- _•M+•1. r:Il:1r:^ 3.- °.��f,�.,�1:�::.. Y, :;1.1..•''. ....slci+R`t°` P: =last ASW, t•. $ 4 :• II tit •r••y M:,:e v:. triti �rr 03/28/2012 04:15PM 9547567510 ASTAR PAGE 02/03 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100. Ft. Lauderdale, FL 33301 -1895 - 954- 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 201.2 DOA: Business Name: A STAR AIR CONDITIONING AND HEATING SERVICES INC Reseipt#1,183 -1863 Business Type rzRATING /AIRCONDITION co (CART *TR CORD CONTACTOR) Owner Name: JULIAN OOGONI Business Opened :12 /01/2006 Business Location:1524 VAN BONEN ST State (County /Cert(Reg :CACi815195 HOLLYWOOD Exemption Code:NONEXEMFT Business Phone: 954 -558 -2950 Rooms Seals Employees 1 Machines Professionals For vending easiness Only Number of MacMnes Vending Type_ Tax Amowd If==2111113=1 Penaibr 1110=111111 Collection Cost TO Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 • THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS • THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Browsed County and is nun -feg ulatory in nature. You must meet a2 County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not inchoate that the business is legal or that it Is in compliance with State or local laws and regulations. Malang Address: JULIAN GOGONX 1524 VAN BURN ST HOLLYWOOD, FL 33020 • 2011 - 2012 Receipt #040 -10- 00004293. Paid 07/26/2011 27.00 03/28/2012 04:15PM 9547567510 153/ EG/2012 10:53. 9549560555 AST AR COVER ALL. INSURANCE PAGE 01/03 PAGE H1 /131 DOE DARIDDITYYYl ACORD CERTIFICATE OF LIABILITY INSURANCE ,a�1o�1za92 THIS CERTIFICATE IS ISSUED AS A MATTER OF INPORMATIO ONLY AND CONFERS NO RIGHTS UPON THE CERi1F1CATE CMTIFICATE DOES NOT HOLDER. AFFORDED BTE PLCIES BELLOW. INSURERS AFFORDING coVERAeE' LAIC # INSURFRA ANERICAR VEHICLE INS. W. INSURER FIRIDGEFIELA EMPLOYERS INSURANCE CO. coDucER. OVER ALL INSURANCE Boa W ATLANTIC BLVD IARGATEI FL 3300 H 054.950.0006 Eft; #64.985.0555 APARID A STAR AIR CONDMONSIG AND HEATING SERVICES INC 1354 SW 1ST AVE FT LAUDERDALE, FL 35319 INSURER 0: INSURER IT: INSURER 1= :OVERAGE _ THE POLICIES OP IN81JRANO4 LIS.TGO BELOW HAVE BEEN ISSUED TO THE INSURED NAAAeD ABOVE FOR THE P ANY REQUIREMENT, TERM OR CONDTIION OF ANY CONTRACT OR OTHER DODUMEN7 WITH RESPECT TO WI MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DE5 RIBE;D YIEREIN Is sUB.IECT To ALL THE TER POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 8Y PAID CLAIMS. NSRAEIQL,.../.,,.A.� ,iT.h�.N A P3LICY WPM GENERAL LIABILITY X CN ?MMERGIAL GENE a.AIY 04 0504005561140 0 CLAIMS won K�OCCUR GEPTL AGGREGATE UNIT AMR PERT POLICY n �T n Lae AUTOPIDED.EUAef1JTY ANY AUTO ALLOWNEOAUroS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LABILITY RANYAUTD 01310111091 .,,� .. 08101/2012 ExCesErusEsmiA LIANWYY OCCUR CLAIMS MADE? DEDUCTIBLE RICE mom WORKEpS cOMPENSATION AND 5MPL0YGRS' MOM, EaRMEowit7Rata rluB OTHER BEIC #83045513 0710212011 0710212012 DESCRIPTION OF OPERATIONS / LOOXITIO IS/ mount E iCLUSION3 Alsos0 SY E WDOnsEsTENT I SPECIAL PR0VL910N$ AIR CONDITIONING REPAIR L1CY PERIOD INDICATED. NOTWITHSTANDING 1445 EXCLUSIONS FANO CO DITIONS OF SUCH g $tRENfii6 3�SS0000 grE TO Remo DEEPAS 5100,000 a 5000 uno IRfp ranroRb nvr4a+t PERSONAL 8 ACV INJURY $1 0.0 000 $ 2000,000 GERM. AEGREFAIE PROrntaTS • coMPIQP,I►OG $ Z�000,000 4 - $ COMBINED ike tNGI E OAT IFszt p�l4 n) e S EM (Pet $ p I P Sx s FJTO -V- Em.CC@ENT s EA ACC 3 OMER THAN AVTaONLY: AGO $ EA pCCU(tg>;NCE . 3 AGOIRRGATE s • - $ 11 ttp� X I TfI�CJ [ 5&. EAcI CID r =100,000 mom. PA ENPlf1YEE :100.000 r .L EL. DISEASE • POLICY LIMIT A 500,000 CNRTWICATE HOLOER CANCELLATION MIAMI SHORES VS.LACE BU1I t 1NG DEPT 10050 NE 2ND AVENUE MAIM SHORES FL 33138 F :954.196.7510 ACORD 25 (2001108) U$+QUL,DAT(YQPTH aATETNEADUF,. NOT= Tema RAPOSE HD R PREB�, Ii'A AUTHORIZED REPR NG tNEUR>ga WALL FEHOLCE8i4AMEDTO AiNE EL.IB REF ORE THS ERPRATNON Rio MAN-, 11 DAYS AIRMEN lei PRs0OHau. TAE tN3URER. ITS AI$8NT9 OR ACORD CORPORATION 1985 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ,r),_k5LAck Inspection Number: INSP- 171311 Permit Number: DEMO -3- 12-485 Scheduled Inspection Date: August 29, 2012 Inspector: Devaney, Michael Owner: WAGAR, KIRK Job Address: Street Project: <NONE> Contractor: AAA ELECTRIC SERVICE INC Permit Type: Demolition Inspection Type: Final Work Classification: Electric Phone Number Parcel Number 1132060132920 Phone: (954)821 -6091 Building Department Comments REMOVE EXISTING Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Co zq V'3--t97 %z- August 28, 2012 For Inspections please call: (305)762 -4949 Page 4 of 32 312411-01/-')Ort Bum ING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. r 0. Master Permit No. Z— 194 4 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): kr/P,e- G/ V /P-A. -I Phone #: 3 05- 80 777 2- Address: / '/6 ,41 9/' Sr- City: A) !.} err) ec,$n te4.0-1 State: _ Zip: 50l a g TenantlLessee Name: /G' 4 Phone #: '541''C-- ra 7 7 7 7— Email: k. b4) ao A f ( So o N e-7-' JOB ADDRESS: / N e- 4 4/ S7- City: Miami Shores County: Miami Dade Zip: g3/3 f� Folio/Parcel #: Is the Building Historically Designated: Yes tOr NO Flood Zone: CONTRACTOR: Company Name: SI,,,faA42 C 416'7". 6 ..it.v Phone#: 95Y-32-&G9'08 Address: ca 91 S c...) 7 2 ,9ve, a,9- .47.-7-v .c2 •■• City: 186,A 4 Rr A-7-041 .J PZ- State: FL Zip: .3 SteP' Qualifier Name: J» /„/ S. S- J> Phone #: State Certification or 1,5 (P4o.3' 940 Certificate of Competency #: Contact Phone #: 96Y-3. - %9 D $1. Email Address: o /61 43 3 %C_. 0 eel ,etq ■ DESIGNER: Architect/Engineer: Sst 4 J S 7tszc/ , /0 Phone #: 3a -191 / 741 Value of Work for this Permit: $ /Q, „` 4e9 cbo Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew DRepair/Replace i Description of Work: 41e 0110' ,f/Gs,' 416emolition ***** ********** ** ************ ****** ** app Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ No - $ _ Training/Education Fee $ Structural Review $ ask+ NNE*******0* *** ** * * * **000*00*00*0 * * * * * **0 ** 6 CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 1 I I SLA Bonding Company's Name (if applicable) /1/4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /. Signature V ' The foregoing instrument was acknowledged before, ^ms �e thiV day of f, (( , 20 /2 n k , by 1/1( V Y , Owner or Agent e or who has produced As identification and who did take an oath. NOTARY P Sign: Print: IC: My Commission E es: AO r.. EA, 4. . ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Contractor] " , The foregoing instrument was acknowledged before me this day of ngn , 20 12.,1/4 by � .)reNt who is personally known to me or who has produced RAO as identification and who did take an oath. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk March 19, 2012 To whom it may concern: I, John Subco, with Sub 'o Construction, Inc., hereby certify tha dem lition and construction on 145 NE 94 Street, Miami, FL 33138 shall begin 3/4 /// 2-- , and last through r /'i Sincerely, 1 " I Su. co TO and subscribed before me by John Subbo, who is known to me personally this day of March, 2012. Seal: Miami Shores Village Building Department 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 Permit Type: Electrical JOB ADDRESS: 4s 4/ 947 6-7-e-e4-- RECEIVED MAR 2 02012 BY. Permit No.E( ! Z °' 15 Master Permit No. <3 4 ©j City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes 1/ NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ! /', /6' A/Ay.,4y✓ Phone #: 306-- ' ea 777 2" Address: /4i'�' N t /1' / S7'' �J City: /Yj / 4-44 t (G 4 -' State: Fe-- Zip: 3 / -349 Tenant/Lessee Name: /V 4.- Phone #: Email: A% ,Q' CONTRACTOR: Company Name: ®94i & /et '7Z./ G Phone #: Address: oa VC/ 41 E 3� S74e- - 0 ,v f7'* 4494 City: 2— //r° iG- 3a ®1,`f State: 71- Zip: Z C. `t' Qualifier Name: a. 46 Al —.779 re ,0 ,4A Phone #: q-5-,1.-- 610Cfr —44'32 State Certification or Registration #: e C'' 4300.3 FSo Certificate of Competency #: Contact Phone #: 9 6y -- gw - 6429 f Email Address: DESIGNER: Architect/Engineer: V fi �"1"f� l . d` ro Phone #: 3 f1- 14 7- Men.-- - Value of Work for this Permit: $ '799 Square/Linear Footage of Work: Type of Work: OAddress OAlteration New ORepair/Replace Demolition Description of Work. e41/70 t1ed 6 XI S77 A--?. g/e e-7- 2-i eon,- y ii trip /yyeAhr- **** * ***** **** * * ******** **** * **** * ***Fees** * * * * ***x ******err ***** *** ******* **** ** **** Submittal Fee $ 50 • I�. Permit Fee $ l ®� ©U CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notapy-$ Training/Education Fee $ Technology Fee $ ) Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stag Zip Application'is'hereby niad'e 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 congtruction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectio Signature er or Agent The fo . 'go' resins ent was acknowl g before me day of who' I 44.4 ;by frig /1-1;dr , or who has produced Asiiientification and who did take an oath. NOTARY PUBLIC: i _A/# fig /wAr Sign: Print: Signature ntractor The foregoing instrument was acknowledged before me this day of 0 , 20 by G`e4,J ®iu�. �(vfio is be 1 o to me or who ha produced as ' : entification and who did take an oath. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY NOTARY P Sign: Print: My Co Hlalll/i • ET MlDI>i�///o i9 Q'+ ssion Ex ices: ��y :, �,y 4 fricrEUNO 114 MO **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �s /7-/-,- Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Zoning Clerk BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A- 100, Et. Lauderdale, FL 33301 -1895 — 954 -831 -4000 VALID OCTOBER '1,2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: AAA ELECTRIC SERVICE INC Owner Name: GLEN N JORDAN Business Location: 2200 NE 36 ST LIGHTHOUSE POINT Business Phone: Rooms Receipt #:181 -3068 Business Type: ELECTRICAL/ALARMS/CONTRACT (ELECTRICAL CONTR) Business Opened :03 /14/1990 State /County /Cert/Reg:EC 13003480 EXentption Code :NONEXEMPT Number of Machines: EmptOyees 10 Professionals For Vending Business Only Vending Type: Tax Amount Transfer Fee NSF Fee p Penalty :. -:' , i.Priar Years ; :Collection Cost Total Paid 27.00 0.00 0.00 0.00 0`.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within BrOward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: GLEN N JORDAN P 0 BOX 5657 LIGHTHOUSE POINT, FL 33074 ol•114 lot All •IMIL AIM J aft Receipt #035 -10- 00003388 Paid 09/26/2011 27400 03/12/2012 16: 02 9549560555 ACQRD CERTIFICATE OF LIABILITY INSURANCE CATS 2/201'"° °°'Y"""' 03/12/2011 la THIS CERTIFICATE IS I$em AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS SATE DOES NOT AMEND, EXTEND OR LTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COVER ALL INSURANCE PAGE 01/01 COVER ALL INSURANCE 3800 WATIANTIC BLVD. MARGATE, FL.33 PHONES (964} 056.01006 FAX* (954j 9.R2-0555 Rum AAA ELECTS SERVICES, INC. 2401 NE 38TH STREET UNIT: 204 LIGHTHOUSE POINT, F1.23014 COvERA MUMS AFFORDING COVERAGE NAIC # E,1: GRANADA INS CO Ik ASSOCIATED 8RIUSTRIES INS CO I R c. 4+ =. tHSURER MAR THE FOUCIES OF INSURANCE LISTED BELOW HAVE BEEN IBSUEG TO THE INSURED MAAOW ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING AMY RSo IRE►MENT, TERM OR CONDITION OF ANY CONTRACT O OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE I$$IJBO OR MAY PERTAIN, THE INSURANCE APPORDS° BY THE POLICES DESORIBIO HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUGES. AGGREGATE UNITS SHOWN MAY HAVE 6@eP REDUCED SY PAID CLAIMS. MR 4UDt kTR WWI A TY1P iikt .IJ AM..`A LLAESSTY iL.,_...R SAY OCCUR 0165FL00031312 1 PO ANY AM ALL OWNED AUTOS SCHEDULED AUTOS HOMO AUTOS NOWPOWNED AUTOS cemsreD (Ea +mtlo+u }ss�me I r = OCCUR CLAMS MADE WORKERS COMPENSATION AND E MPLOYsNO uAsiLrTY AWCI00990I ANY • R R I Ec, CLuoSOT CuTIVE If demob* wan ER 712011 01111712012 EL eAGNt> r rr s 6, , msM.6A 000 EL 4t5RASE - PQUCY war $ 500,000 DEsCRPPTIoN OF OP64ATIOMS ELECTRIC WORK LOCATIONS rVENICLES 1 ExQ1.U3 D rs L1OEO eY wt men:NT EPSOM. CERTIFICATE HOLDER VILLAGE OF MIAMI SNORES 10950 !1E 2ND AVE •MIAMI SHARES F!. 33130 CAT. 7314.,7R'C.IU 1 R61a4L D7.419 CANCELLA SHOULD OF DATE THEREOF NOTICE ! Cam' ; iE IMPOSE R6mRITA` <` MIME/MI:1W REPRESENTATIVE AC# 5 0 4 8 8 4 9 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS :LICENSING BOARD SEQ# L10072201 L/CENSE NBR 07/22 2010 107000713 EC13003480 Additional Business The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 JORDAN, GLEN N AAA ELECTRIC SERVICE INC, 2200 NE 36TH STREET #4 LIGHTHOUSE POINT FL 33069 CHARLIE GRIST GOVERNOR DISPLAY AS REQUiRED BY LAW ualification CHARLIE LIEM INTERIM SECRETARY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 (2 c3L-in Inspection Number: INSP- 171315 Permit Number: DEMO -3- 12-487 Scheduled Inspection Date: August 29, 2012 Inspector: Hernandez, Rafael Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project <NONE> Contractor: POMPANO PLUMBING INC Permit Type: Demolition Inspection Type: Final Work Classification: Plumbing Phone Number Parcel Number 1132060132920 Phone: (954)785 -8010 Building Department Comments REMOVE EXISTING FIXTURES & ROUGH Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 28, 2012 For Inspections please call: (305)762 -4949 Page 6 of 32 Miami Shores Village Building Department 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 Permit Type: PLUMBING JOB ADDRESS: / 75 N E c L +sT FB, Permit No Master Permit No. City: Miami Shores County: Miami Dade Zip: .3 ( 3 Folio/Parcel #: f Is the Building Historically Designated: Yes V NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 1r/ A 47. W dij A Phone #: ....*15-- ge. V-7772, Address: PAS- /VC Q''% S City: /1 `i1,4 / S'4 ae,,E State: p L Zip: 3.3 /3 S Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: P V/LLi44/IYJ1 phone#:9c9 477r 433 Z Address: Cf 2,7" S Z L SA 'S',4 .... City: pAtIl , S State: Pt Zip: Welt) P � Qualifier Name: t' .. / 0 °iii Phone #: 454 475743? Z, State Certificationnor'Registration #: Certificate of Competency #: e�. J4 k Leo Contact Phone #: 7S./ 4S-6 ' 749 Email Address: DESIGNER: Architect/Engineer: U p .5 TA ; ;As STLe Value of Work for this Permit: $ 4716-.1 Type of Work: ❑Address DAlteration DNew Description of Work: d�,/71 e , 7(f r f ; Square/Linear Footage of Work: Phone #: 306-- Litt 7- 1107 ORepair/Replace emolition i/Pa (Inks ioRiev 6-5 ** ***** * * ** * * * * * * * * * ** *** ** * * ** ** * ** ** Fees************* * * * ** * * * ** * ** *** ** * * * * ** * * * ** ** Submittal Fee $456 n Permit Fee $ /0 0 — CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ NotaryeL., Training/Education Fee $ Technology Fee $ Double Fee Structural Review $ 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 f 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 b; aved and a reinspe - ill be charged. Signature Signa er or Agent . Contractor The forego' g trument was acknowledged before, me this The foregoing instrument was acknowledged before me this /¢ /' day of 0 % , by , 1 iL V� .g^ vi/bi i day of War , 2011 , by 11)/1,411/ OI hliti , o is personally known r who has produced who is personallvJai n to me or who has produced tification and who did take an oath. As identification and who did take an oath. NOTARY P Sign: Print: ors 0 �l My Commission Expires: Oct, 6 / 3 cx,„ **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Structural Review Clerk (Revised3 /12/2012XRevised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 O'BRIEN, DANIEL EDWARD POMPANO PLUMBING INC 925 SE FIRST ST POMPANO BEACH FL 33060 (850) 487 -1395 STATE OF FLORIDA AC# 4424113'9 DEPARTMENT. OF BUSINESS AND PROKESSIONAL REGULATION 4,82.5462 06/01/09 080499851 POMPANOi PIO N tANIZATION (NOT A LxqpisE TO gERFORM WORK. ALLOWS COMP TO DO BUSINESS_ IF IT HAS A LICE TSED (PALI 'IER. ) IS 017.13LIFIELD under the provisions' o$` ch.489 FS ezvdration Bate: AUG 31, 2011 14090607.01:067 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE 3*""mpano beach. Florida's Warmest Welcome OWNER POMPANO PLUMBING INC ACCOUNT NO. 4429667 BUSINESS NAME POMPANO PLUMBING INC SE 1 ST CLASSIFICATION CON TRACTOR PLUMBING POMPANO PLUMBING INC 925 SE 1 ST POMPANO BEACH FL 1":2060. S7A-: C<CiS7,1f;32-0141NY,, moa ..vrzose....vprzaa, zoa. City of Pompano Beach Business Tax Receipt 2011-2012 REGISTRATION NO. 12 —00051041 NEW RENEWAL x DATE ISSUED 9/01 / 1]. REGISTRATION FEE DELINQUENT CHG. TRANSFER FEE TOTAL AMOUNT PAID EFFECTIVE DATE OCTOBER 1 121.55 . 00 . 00 ,11.55 EXPIRATION DATE 1 1 SEPTEMBER 30 12 BUSINESSES MUST CONSPICUOUSLY DISPLAY THIS BUSINESS TAX RECEIPT TO PUBLIC VIEW AT BUSINESS LOCATION CONTRACTORS MUST MAINTAIN ON FILE CURRENT LICENSING AND INSURANCE 1 \ NOTICE: A NEW APPLICATION MUST BE FILED IF THE BUSINESS NAME, OWNERSHIP OR ADDRESS IS CHANGED, THE ISSUANCE OF A BUSINESS TAX RECEIPT SHALL NOT BE DEEMED A WAIVER OF ANY PROVISION OF THE CITY CODE NOR SHALL THE ISSUANCE OF A BUSINESS TAX RECEIPT BE CONSTRUED TO BE A JUDGEMENT OF THE CITY AS TO THE COMPETENCE OF THE APPLICANT TO TRANSACT BUSINESS. vskL.scya CDC, lt,,z;," SC).Er, scx.4,s-.: BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Receipt #:182-1554 Business Name: POMPANO PLUMBING INC Business Type: PLUMBING/ LWN SPRNKL /CONTRA( (PLUMBING CONTRACTOR) Owner Name: DANIEL E OBRIEN Business Location: 925 SE 1 ST POMPANO BEACH Business Phone: 954- 785 -8000 Rooms Seats Employees 6 Business Opened:11/06/2003 State /County /Cert/Reg:CFC14 2 6 0 6 0 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vendino Tvpe: L Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: DANIEL E OBRIEN 925 SE 1 ST POMPANO BEACH, FL 33060 2011 - 2012 Receipt #035 -10- 00001739 Paid 07/14/2011 27.00 POMPA07 OP ID: C6 '4` °R°' CERTIFICATE OF LIABILITY INSURANCE DATE 03 /15D/YYYY) 03/15/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954 -776 -2222 Brown & Brown of Florida, Inc. 954- 776 -4446 1201 W Cypress Creek Rd # 130 P.O. Box 5727 Ft Lauderdale, FL 33310 -5727 CONTACT PHONE FAX (A/C. No, Ext): (A/C, No): E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Mid- Continent Casualty Co.+ 23418 INSURED Pompano Plumbing, Inc. 925 SE 1st Street Pompano Beach, FL 33060 INSURER a :*FFVA Mutual Insurance Co.+ 10385 INSURER C: 02/04/13 INSURER D : $ 1,000,000 INSURER E : 100 $ 100,000 INSURER F : COVERAGES CERTIFICATE NUMBER: S THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSR wvn POLICY NUMBER (M�D/YYYY) IMM/IDDD/YYYYI UMITS A GENERAL X LIABILITY COMMERCIAL GENERAL UABILITY 04GL000841413 02/04/12 02/04/13 EACH OCCURRENCE $ 1,000,000 DAMAG PREMISE ES (TO Ea RENTED occurrence) 100 $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE POLICY LIMIT APPLIES JET PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON OWNED AUTOS 04GL000841413 02/04/12 02/04/13 COMBIINdEDtSINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLALIAB EXCESS LU1B X OCCUR CLAIMS -MADE 04XS174995 02/04/12 02/04/13 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DED X RETENT ON $ 10,000 $ B WORKERS COMPENSATION AND AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N /A WC8400018114 10/12/11 10/12/12 .. X WC STATU- TORY LIMITS OTH- °N - E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY UMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, AddIUonal Remarks Schedule If more space Is required) CERTIFICATE HOLDER MIAMISH Miami Shores Village g Attn: Building Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORRED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 9y Inspection Number: INSP- 174702 Permit Number: WS -6 -12 -1066 Scheduled Inspection Date: March 19, 2013 Inspector: Bruhn, Norman Owner: WAGAR, KIRK W B Job Address: 145 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132920 Phone: (954)328 -6908 Building Department Comments INSTALL 2 FRENCH DOOR AND 5 WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 19, 2013 For Inspections please call: (305)762 -4949 Page 4 of 41 N i2.- :55-113 B L ING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: /4/5- N 9 V ,s-r City: ' Miami Shores County: Folio/Parcel #: // "" 3c2 0 C — ! /e --- c D Is the Building Historically Designated: Yes RECEIVE D JUN 1 2012 FBC 12%O,e `� l� Permit No. "s Master Permit No./'c 1 / 94 Miami Dade Zip: NO Flood Zone: OWNER: Name (Fee Simple Titleholder): KM 4 iosi filed Phone #: 1 L. 7172- Address: fie we- 9' ' City: /YdL/9-1,7,; State: Zip: 3.3'/a / Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ___Sukke ! 'Phone#:`- `gZp" Address: ,q g S & `7 72— \tee City: E, State: PLC Zip: 33 Pift. Qualifier Name: . 'or,` Phone #: -, .g' State Certification or Registration #: Certificate-of Competency #: ._ Contact Phone #:96 M' Email Address: D 0 // sa "06 it, _ A7 DESIGNER: Architect/Engineer: tf ,V I IQS A'77713/ 0 Phone #: • On - IT ®7 Value of Work for this Permit $ I you) Square/Linear Footage of Work: jig/ Type of Work: Addition °Alteration New °Repair/Replace Description of Work: ifil °9 , - 7 .) S ,Ca ®3 -I' of otler ii f let) A94, - s "q-Aidi .fri # /° 06 CO-0 °Demolition /,ISTorfreta Submittal Fee $ Permit Fee $ /7i &) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip /VA Mortgage Lender's Name (if applicable) iv 4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The for day of Signature er or Agent mg instrument was acknowledged before me thi The foreg 2O , by f '4V , day of s personally known to or who has produced As identification and who did take an oath. NOTARY ' UBLIC: s � AVANT Sign: Print: Contractor instrument was acknowledd �eed before me thi 201€2_ , by r who has produced o is persona 7l known to as identification and who did take an oath. My Commission Expire APPROVED BY ouitoo NOTARY Sign: Print 4001111101110, ‘'ssEi ME4-4 110014 . • =; • �• My Commission Ex Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07/1 0/07XRevised 06 /10/2009XRevised 3/15/09) es: O .: #EE 156816 • Q Zoning Clerk PERMIT #: Ws -1Z- tote (v T6 ,jA Svb +:ontractor o Owner o 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: (, . i s , t 2- Picked up 2 sets of plans and (other) Gel,.5%-) Qfi2r, s Address: t.l • y 1- From the building department on this date in order to have corrections done to plans And /or get County stamps. 1 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: v. `h Li 1 a -t Permit No: 12 -1066 Job Name: June 12, 2012 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) Provide signed and sealed plans with the wind Toad design criteria and design wind Toads for each opening on a hard copy. 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 - 762 -4859 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: ®a�eoevoa • m��me� 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.maimidade.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 (hri Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right e iIus or material tested for quality assurance purposes. If this product or material fails to in he acepted manner, the manufacturer will incur the expense of such testing and the AHJ may ate revo modify, or suspend the use of such product or material within their jurisdiction. BORA the= right woke this acceptance, if it is determined by Miami -Dade County Product Control nthp o�#uct or material fails to meet the requirements of the applicable building code. _oiuc ik ,appr ved as described herein, and has been designed to comply with the Florida Building inoluad' gthe .gb Velocity Hurricane Zone. PN: Se es C -740 Outswing Aluminum Casement Window -L.M L VAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06123/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 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 Manuel Perez, P.E. me l NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBM TIED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) . 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 two'outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted wider NOA# 03- 0611.02)" 4. 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo • h Chan, P.E. (Submitted under NOA# 03- 0611.02) 1 /L , E -1 Manuel Pe Product Control NOA No. OS- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 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) 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 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. 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 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted underNOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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 & Co., Inc. for their "DuPont Butaeite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. 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, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved , , 0 3/06, ex • • /22/08. E -2 Manuel P y P.E. Product Contro . iner NOA No. i 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 1NTERLAYER QF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1 /8" HEAT STRENGTHENED GLASS WI AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. • CONFIGURATIONS OPTIONS } x } 0 x 0 x } x } 0 } A x 0 01 x x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12' PARTS LIST 12 ANCHORAGE. 1,3,4,13 E. 13116" I.G. GLASS COMPRISED OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 1, G.13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR H4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL UTE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. L,4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2° SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED UTE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN Q SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPUCATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. Q7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. A Ranear F.K. 3129!03 ADD 13/15•LG. & MOVEOLAZING OEiAAS 70 SHEET 2 FC. F.K 10701E04YO.OGYORIVE NOK MIS, a 34275 P.O. OCX 1529 NOKOACS. fL 34274 Vtsibfr Better NOTES AND TABLE OF CONTENTS me ALUMINUM CASEMENT WINDOW, IMPACT SoWAseds 8oir CA-740 NTS I 1 d 13 awes Waits riada, PRODUCT MEWED as came?4'k4 W E!, !9c t:'mehk 9"Lfi3 ARa Lucas A. Tamer, P.E. PE #6821/1 Mechanical L 118" ANNEALED OR .090 PVB INTERLAYER 13/16" HEAT STRENGTHENED r 1/8" HEAT STRENGTHENED GLASS 86 f"— 5/16" LAMINATED COMPONENT GLASS , _ 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Ramey FK. .65" NOM. GLASS BITE NOTE PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE Reese 8 7/16" LAMINATED GLAZING DETAIL $7 Q 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL mum.. arinsdivi 92: "iy;.. ,: D Steamer. REDRAW a1AmJNODETAILS &ADD 13118"50. MO PIANOS THIS SHEET ADD 13H8'LAMI LO. W /7 /1O1AM1 & CORRECT 0/18' L4MJ DETAIL mt I 1070 TEChNOLOG'DRIVE NOKOMIS, FL 34275 P.O. SOX NOS NOKOMIS, FL 34274 Pic" Visibly Beier GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 8e CA-745 INTS thost 2 a 13 7045.8 D ,z_ 'z Lucea A Turner. P.E. PE 556201 Mechanical CENTERLINE 1 1/2" er F.K eamaw F.K. FJG loam* • Oar: F.X. 12717/02 1 1/2° ANCHOR LOCATION TYP. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) }' ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR LOCATION TYP. —Bak 7p IMIEMMIIII 4" MAX SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX DAYLIGHT OPENING 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. } 1,1 SI RI j- A°111111.-- 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 30" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) a 3/25/03 13" MAX. O.G. 4 4" MAX. 4" MAX. 37° MAX. VENT TYP. Delp 7/10/03 Ow 323/05 13" MAX.O.C.' 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) 69" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. TYP. ELEVATION'S" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 1 14112" MAX O.C. VENT HEAD & SILL ONLY ELEVATION "A" - •°XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 76" MAX. HEIGHT CFMNGESHEETNO. REFERENCES ADO HINGE LOCATION DETAILS CHANGE MAX H: TO75'ANDMAX DLO TO 39• Date 1 1070 TELOGYDRIVE WAWA FY 34875 P.O. BOX 1520 NOHONIS, FL. 34274 Vi3r�5' $eBeuer Deatipler "XX"& "XQX"ELEVA77ONS nft ALUMINUM CASEMENT WINDOW, IMPACT 8duaaaJ Sur CA-740 NTS 3 " 13 Sao 7045-8 AZ. Vs Vac' Lucas A Tame,. P.E. PE 088201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Read Br oatc Had Br FK "omit: FK Omrmer Bag, AK 12/17/02 141/2" MAX O.C. VENT HEAD & SILL ONLY 8/29105 0 7110/03 13° MAX. O.C. 4" 37° MAX WIDTH 30" MAX DAYLIGHT OPENING 69" MAX DAYLIGHT OPENING 4° MAX -►t SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX 0.C. 141/2° A 76° MAX HEIGHT MAX. 0.C. ELEVATION "D" - °X° (SEE SHEET 5 FOR PRESSURES) MAX 30" 53" MAX DAYLIGHT 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX 0.C. 4" MAX. r 4" MAX 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING 69" MAX DAYLIGHT OPENING A 76" MAX HEIGHT OPENING 4" MAX. _I 4 ° MAX --� I+- + . I Lj - % 1 ---.-I 13" MAX O.C. -- 3r MAX VENT 60" MAX. FIXED ELEVATION "F" - "X0° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 13" MAX O.C. ELEVATION "E " - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "7(" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYUGHT OPENING A 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 8 CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL. 6 HINGE LOCATION NOTES CHANGEO44X HT. TOTB"ANDMAX DLO TO69 C+""°d4r b Nwtoons 0 F.K 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 9378 NORMS; FL 34274 "X", "0" °XO "& °OX'ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT s 8aYG 4.14* NTS 14 K 13 gatalor C4-T40 medn°s 7045 -8 PROM= Immo Os stoptyisigvike dosFlur6>>g4 %Wing Cuts V2, Vac Lis A. turner, P.E. P4088201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587; FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/89HS) B. 5/16" LAMI (1/8"HS,.090,1 /8 °HS) E. 13/16° LAMI (1/81HS,3/8" SPACE,5 /16" LAMI -W/ 1/6 °HS,.090,1/8 "HS) "X" WIDTH 191/8 A B,E 24 A HEIGHT 28 NEG POS 31 NEG POS 36 NEG POS 383/8 NEG POS 43 NEG POS 48 50 5/8 54 57 60 63 66 69 72 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 70.0 NEG -90.0 PCS 70.0 NEG -90.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E 281/2 A -90.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 :90.0 -81.7 70.0 70.0 B,E 30 A B,E 32 A B,E 34 A -90.0 -90.0 -90.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -83.6 70.0 70.0 70.0 -79.9-70.0 -90.0 -75.4 70.0 70.0 -90.0 -72.4 70.0 70.0 -90.0 ,-69.9 70.0 69.8 -90.0 -67.8 70.0 87.8 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -87.4 70.0 70.0 -90.0 -77.6 70.0 70.0 -90.0 -68.4 70.0 68.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -66.2 70.0 66.2 -90.0 -65.0 70.0 65,0 -90.0 -83.7 70.0 63.7 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 -63.9 63.9 -60.0 60.0 -58.5 68.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 -90.0 -90.0 -75.0 70.0 -90.0 70.0 '-86.3 70.0 70.0 -81.0 70.0 -71.1 B,E A -75.0 -75.0 70.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -65.5 70.0 '70.0 65.5 -90.0 -61.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 48.3 70.0 61.8 -58.8 58.9 -56.1 55.1 -53.8 53.8 -50.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 ,50.4 70.0 -47.7 47.7 -45.6 -90.0 70.0 -90.0 45.6 70.0 -43.9 43.9 -42.2 42.2 -87.8 70.0 -84.4 70.0 -75.0 70.0 -75.0 -57.5 57.5 -54.9 54.9 -51.8 51.8 '70.0 -48.6 48.6 -45.2 45.2 •42.4 42.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 70.0 -70.4 70.0 -60.4 60.4 B,E -75.0 70.0 -75.0 37 A B,E -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0' -75.0 70.0 -75.0 -73.7 70.0 -67.9 70.0 67.9 -75.0 70.0 -54.3 -75.0 54.3 70.0 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 70.0 41.1 -75.0 70.0 -38.8 38.6 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 TABLE 2. 70.0 6(" WINDOWS TABLE 2A GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) TEST REPORTS: FTL -3580, FTL -3537 ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32° WIDE x 72" HIGH 1-90.0170.0 nC" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7116° LAMI (3/16"A,.080,3/16 °HS) F.13/18° LAMI (1 /8"A,AIR SPACE, 7/16" LAMI-W /3/18°A,.090,3/18 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1- 55.0155.0 NOTES: hs, 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF WSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Raodas FX Rood eV FIC Raas19,r FX ammey FX X13 Osier 7/10/03 0/23/05 erg. 12/17/02 Rasirisor Rawba C Raided(' D X ADD MASS TYPE E TO TABLES 1 4 IVO CHANGE THIS SHEET Glrotl 48r REVISE AN0i0FIS & ADD 75` HEIGHT OPTION Daft 1070 TECHNOLOGY OWE NOKOWS, FL 342P5 P.O. BQX 1529 NOKOMIS, FL 34274 Visib6 Boner PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT adartagir sok NTS Doom Ite tie es"ete UMW Turner. P.E. PE 08201 hischankal COMPARATIVE ANALYSIS TABLE 3. WIDTH 37 "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5116" LAMI (116 "A,.090,118"HS) HEIGHT 26 31 NEG A A -75.0 -75.0 POS 70.0 70.0 NEG P08 36 NEG POS 383/8 NEG 43 48 50 5/8 1 54 67 60 63 POS NEG POS -75.0 -76.0 70.0 70.0 -75.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 70.0 NEC -75.0 POS 1 NEC 70.0 1 -76.0 POS 70.0 NEC -75.0 P08 70.0 NEC POS 75.0 70.0 NEC -75.0 POS 70.0 48 A -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 53 1/8 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 A -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -72.1 70.0 -89.5 69.5 -67.5 60 64 68 72 A -75.0 70.0 -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.61 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -83.9 63.91 -60.0 60.0 -58.5 58.5 -56.2 66.2 -53.4 A A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.91 -58.1 56.1 -53.8 63.8 -50.4 50.4 -47.7 70.0 70.0 67.5 58.0 53.4 47.7 X X 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.91 -51.8 51.8 -48.8 48.6 -45.2 45.2 -42.4^ 42.4 74 A -75.0 70.0 -75.0 70.0 70.0 -75.0 70,0 -70.4 70,0 -60.4 60.4 -64.3 54.3 -51.1 51.1 1-47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.91 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 382 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 8.5/16" LAMI (118 "18,.0!X1,1!8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5116" LAMI-W/ 118"HS,.090,1/8"HS) TABLE 5. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 75.01 70.0 "XX" WINDOWS TEST REPORT: FTL -3580 • GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) TABLE 5A. hs ALL "XX" SIZES UP TO 74" WIDE x 63° HIGH 1-90.01 70.0 "9(X" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090.3116 "HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3116"A,.090,3/16"HSj ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 13 LIMITED TO 69.6 P.S.F. Rost St Data F.K 5/23106 Data oats F.K 12/17/02 Roulsiasr 0 Chocked Dr REVISE ANCHORS & ADD TABLES 76. HEIGHT OPTION mow 1070 TECHNOLOGY MOVE NOKOMIS FL 94275 P.O. BOX 1528 NOKOMIS, FL 34274 Vitt* Better PRESSURES - XX CONFIG. WINDOWS TALUMINUM CASEMENT WINDOW, IMPACT saM.ee tree 04.740 NTS 6 a 13 7045-8 Lucas A Turner, P.E. PES68201 OMPARATIVE ANALYSIS TABLE 6. °O' &'1/4-1/2.1 /4XOX °WINDOWS TEST REPORTS: FfL3582,FTL- 3729,FTL- 4607,FTL -4808 GLAZING OPTIONS: A. 5/16° LAMI (1/8 °A,.090,18"HS) B. 5/18" LAMI (1/81-IS.,I 0,118'HS) C. 7/16° LAMI (3H6"A,.090,3M8"HS) E. 13/16° LAMI (1/6°HS.3/8' SPACE,5P16• LAM[ -W/ 1/6"HS,.0901/8°HS) F.13/16' LAMI (1/8"A,AIR SPACE .7 /16" LAMI-W/3/16"4,.090,3/181-IS) HEIGHT 28 3 38 383/8 43 48 605/8 54 57 60 53 67 72 78 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG IPOS NEG IPOS NEG1POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 70.4 70.0 - 80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 .44.8 44.8 -42.2 422 -39.7 39.7 B,E -76.0 70.0 - 75.0 70.0 75.0 70.0 - 75.0 70.0 75.0 700 -76.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 iNI -90.0 Fa] -90.0 Eli -90.0 Ell -99.0 Ell -90.0 ED -90.0 ED -90.0 ED -90.0 Ea -90.0 EU -90.0 En -90.0 kal MEM ED 55.0 i, nED liZIEZEI � ED ISM �' ,r FEE rr�f�;-l� ��5��9 .0�0 59.01p� II�ED ED � ��.�DryEDM�.�EE �7��m FiliEl ! i•,•. r r KM r r !M ED r r tal r r MEI Ell r f4i1O:lED 1523 ' r EMI , r EMI r r irC,L'I r r 1633 ED - 9 0 . 0 70.0 -90.0 70.0 - 9 0 . 0 70.0 -90.0 70.0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 55.0 55.0 65.0 55.0 -550 55.0 -76.0 70.0 -75.0 70.0 -87.8 67.8 -82.1 62.1 -55.7 65.7 -49.8 49.8 - 46.9 48.9 - 43.6 43.8 -41.1 41.1 - 38.0 38.8 -36.5 36.5 - 75.0 70.0 - 75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 - 75.0 70.0 -75.0 70.0 90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 56.0166.0 55.01 56.0 55.0155.0 1�- 775.07 70.0 �75.0;� 70.0 1. 62..47 62.4 -58.4 58.4 .63.3 833 -56.4 56.4 -53.4 53.4 -50.0 50A -46.9 48.9 �4�43;� 44.3 �.41.97 41.9 ED iii'L�i r r CEDED r r I r' Ea Ell 70.0 „ Ell r r EMI r. wCI , r I CO �� r r -90.0 r r err r r -90.0 , r -90.0 r r -90.0 r r IC II r r -90.0 r r inn r• , r KID ,, 55•0 -510 ED 55.0 Q�.O Ell IIREIED ED ED ICEIEEI lEla ED 103 E01111:10:11EZIEEI IrCEEEI CID ml�`�E:ill 70.0 -75.0 Ea -75.0 70.0 -75.0 En LJ 70.0 -75.0 En .75.0 70.0 ` -75A C,F - 9 0 . 0 70 .0 .90.0 7 0 . 0 40.0 70.0 44 0 70.0 40.0 70.0 -90.0 7 0 . 0 - 88.2 7 0 . 0 -81.8 70.0 - 7 6 . 9 70.0 -72.4 70.0 -69.2 892 - 55.0158.0 55.0155.0 -65.0155.0 A -76.0 70.0 -85.0 65.0 - 643 64.3 -51.1 51.1 -55.1 65.1 -514 51.4 . 48.6 48.8 -45.3 45.3 42.6 42.5 -40.4 40.4 -38.4 38.4 96 B,E -750 700 -75.0 70.0 75.0 70.0 .75.0 70.0 -75.0 700 -75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 70.0 75.0 700 75.0 70.0 C,F -90.0 70.0 -90.0 7 0 . 0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0. 0 . 0 7 0 . 0 . 5 6 . 0 7 0 . 0 . 8 0 . 9 7 0. 0 75 . 0 70 . 0 . 70 . 7 7 0. 0 4 - 677.3 87.3 - 841 84.1 - 55.0155.0 - 550155.0 - 63.21532 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 48.9 46.9 - 43.6 43.5 -41.3 41.3 -392 39.2 - 37.1 37.1 501/2 101 B,E 75.0 70.0 - 75.0 70.0 -790 70.0 -75.0 70.0 -759 70.0 - 76.0 700 -76.0 700 - 76.0 70.0 -75.0 70.0 - 75.0 700 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 - 76.7 70.0 -70.3 70.0 .88.8 86..8 -63.5 63.5 -60.5 60.5 - 55.0155.0 - 52.8152.6 49.6149.6 A -75.0 70.0 -58.7 58.7 48.7 45.7 -45.4 45.4 - 50.0 50.0 48.1 46.1 .442 44.2 -42.2 42.2 - 40.1 40.1 -38.0 38.0 - 38.2 382 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 - 750 70.0 -76.0 70.0 750 -70.0 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 48.6 70.0 -78.4 70.0 -71.1 70.0 58.5 66.5 -83.0 63.0 50.0 80.0 -57.3 57.3 43.153.8 - 49,4149.4 4621462 A - 75.0 70.0 -582 58.2 -47.9 47.9 -44.5 44.6 -49.1 49.1 45.3 45.3 43.4 43.4 -41.9 41.9 -39.8 39.8 379 37.6 -35.9 35.9 54 108 B,E - 76.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 •769 70.0 -75.0 70A -75.0 700 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F - 900 70.0 -90 .0 70.0 -90.0 70.0 - 90.0 70.0 -88.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 85.4 -81.8 61.8 59.1 59.1 -56.4 58.4 52.8152.8 - 48.4148.4 -4521 452 A -75.0 70.0 47.1 57.1 -48.4 48.4 -43.3 43.3 -47.5 47.5 43.9 432 42.2 422 40.8 403 39.1 39.1 -372 372 -35.4 35.4 651/2 111 B,E - 76.0 70.0 -75.0 70.0 -75.0 70.4 75.0 70.0 75.0 70.0 -759 70.0 - 76.0 700 -76.0 70.0 -790 70.0 -74.3 70.0 -70.8 709 C,F -90.0 70.0 90.0 70.0 -90.0 70.0 - 90.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 -630 63.6 -60.1 60.1 - 57.5 57.5 - 54.8 54.8 -51.11 51.1 46.8146.8 -43.81 43.6 A 760 70.0 -582 50.2 -44.8 44.8 42.1 42.1 •62 462 -42.5 42.5 -4)2 41.2 -39.8 39.8 -38.5 38.5 -36.7 362 - 34.8 34.8 57 114 13,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 •75.0 70.0 -76.0 70.0 - 759 700 - 76.0 70.0 -75.0 70.0 - 73.3 70.0 59.8 5.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 41.8 70.0 -70.7 70.0 -66.7 86.7 -81.8 61.8 - 58.7 58.7 - 55.9 55.9 - 53.2 53.2 49.4149.4 452146.2 42.61428 A -74.2 70.0 -55.0 56.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 41.3 41.3 -40.2 40.2 -38.7 38.7 -37.6 37.8 -36.1 38.1 - 34.2 34.2 681/2 117 B,E - 75.0 70.O -75.0 70.0 -75.0 700 -75.0 70.0 - 75.0 70.0 -78.0 70.9 - 76.0 700 - 75.0 70.0 - 75.0 M0 -722 70.0 -68.4 884 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 69.0 .64.9 84.9 -80.4 80.4 57.3 573 .54.5 54.5 -51.6 51.6 47.8147.8 -43.6143.6 41.7141 .7 A -72.9 70.0 -53A 53.4 -422 42.2 - 39.7 39.7 -43.5 43.5 40.4 40.4 - 393 392 - 37.6 37.8 - 36.7 36.7 -35.6 35.5 .332 33.7 120 B,E -76A 70.0 .75.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 700 - 75.0 700 75.0 70.0 - 75.0 70.0 •73.3 70.0 =71.0 709 - 87.4 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 700 - 87.3 67.3 - 83.3 63.3 -59.1 59.1 - 55.9 55.9 53.0 53.0 50.0 50.0 484,46.3 42.81428 -40.81 40.8 WIDTHS °X0X 72 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53118 106 3/8 TABLE 7. TABLE 7A. "0" & 914-10-1/4 XOX" WINDOWS TEST REPORT: FT 3580 GLAZING OPTION: D. 7/16" LAMI (3/18"HS,.090,3/18"HS) ALL "0" SIZES UP TO 60" WIDE x63" HIGIIAND ALL IM-1/2 -1/4 XOX" SIZES UP T0120" WIDE x63" HIGH [-90.01 70.0 "0" & 1/4-1244XOX" WINDOWS GLAZING OPTIONS: D. 7/16" LAM[ (3/16'HS,.090,3/16'HS) 0. 13/16" LAM[ (1/8"A,AIR SPACE.7H8" LAMI -W/ 3/18°HS,.090,3/16"HS) 4607, FTL 4808 ALL "O" SIZES UP TO60" WIDE x76 " HIGH AND ALL °1 /4- 1/2- 1/4XOX'SIZES UP TO 120" WIDE x76*HIGH 1- 55.0156.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 15 LIMITED TO 89.8 P.S.F. aeusdBr Wm ne".mr - FJC 3'2599 8 C NO CHANGE TNIS SHEET FK 1 4 x 1 2 O x 0 PatIDUCFRPNEWXD adding Ma 8thillorik klecittnie rr.Pl/GJ'Vie l.. .1111! A00 Q1 AS S TYPE E TO rABL E s F/0 12/17/02 • CHANGE ANCHORS AND A0076'HT. OPTION 1070 TECNNOLOOYDRIVE NORVICS., FL $4270 P.O BOX 1528 NOXOMJS, FL 34274 PRESSURES- O & 14- 112 -1/4 XOXCONFIG WINDOWS far ALUMINUM CASEMENT WINDOW, IMPACT soomaeac smx step rob. CA-740 T40 j NTS 7 a 13 7045 -8 0 s I(f,2 -1, /or Lucas A Tamer, P.E. PE 088201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & °1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 3 X 1 O 1 X GLAZING OPTION: A. 5/16" LAMI (1/8°A,.090,1/8"HS) "XO° WIDTH COX" WIDTH HEIGHT 26 31 38 38 3/8 43 48 50 518 { . 57 60 63 NEG POS NEG POS NEG POS NEC) POS NEG' POS NEC POS NEG POS NEG POS NEG POS NEC POS 'NEC POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 X O 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 72.1 70.0 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75A 70.0 71.9 70.0 -67.7 67.7 64.9 -89.5 69.5 -67.5 87.5 80 90 A 75.0 70.0 -75A 70.0 75.0 70.0 -75.0 70.0 75.Q 760 -68.4 88.4 - 83.9 83.9 -80.0 60.0 -64.9 - 58.5 58.5 -62.7 58.2 62.7 58.2 -60.4 - 53.4 60.4 53.4 0 X 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81.8 -58.9 58.9 - 58.1 58.1 - 53.5 53.8 - 50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 - 86.4 68.4 58.2 582 55.8 55.8 -52.8 52.6 -19.4 49.4 - 45.9 46.9 - 43.1 43.1 40.31 70.917 106 318 A -75.0 70.0 -75.0 70.0 -75.0 70.0 71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 - 42.8 42.8 -40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 480.4 60.4 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 67.9 67.9 - 59.0 59.0 -52.8 62.8 -49.9 49.9 -46.4_, 46.4 -43.5 '43.5 -41.1 41.1 -38.6 38.6 r MusD Eke "bilk TABLE 9.. %CO" or "OX" & "1/3 -1/3 -113 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 8.5/16" LAMI (118"H8,.090,1/8"HS) E. 13/16" LAMI (118 °HS,3 /8" SPACE,5/16° LAM M/ 1/8 "HS,A90,1lrHS) ALL 1(0" OR "OX" SIZES UP TO 74° WIDE x 63' HIGH AND ALL "1/3.1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 •� t'zyr-r4., TABLE 10. "7(0° or "OX° & °1/3- 113.113 XOX" WINDOWS TEST REPORT: FTL -3580` L ,,. GLAZING OPTION: C. 7/16" LAMI (3/18°A,.090,3/16 "HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1 -90.01 70.0 RENEWETh swan Ws Aectipteare No g.2; .0 lEf01i�t aPF- TABLE 10A. "XO" or "OX° & "1(3 -1/3 -113 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/16°A,.090,3/16"HS) F.13116" LAMI (1/81L,AIR SPACE, 7116" LAM( -W/ 3/1(rA,.090,3116"HS) ALL ")(O° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 14-1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.0, 55.0 A NOTES: & 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. dabs s brow UMW PE.Be2O1 P.E. F1C. 3ILSro3 B ADD QLAB37YPEET0T,481E8 1074TEawO COYDRIVE NOKOMIS, PL sa475 P.O.BQX 1828 - PRESSURESXO, OX, & 9/3- 9/3- 113XOX WINDOWS Rend F.K. F.K. 7/1 7/10/43 "" C NO c1I4NGETNf35HEET F.K 8/23148 d CHANGE gNC /{OJtgAND ADO 76• HEIGHT 0PTlON ALUMINUM CASEMENT WINDOW IMPACT x... °y F.7L om f2/f7102 a"vaoe usx I NOKQMIX F134274 V£srb1y Bann an.c�eaet C.4 -740 "°�` 1VTS °°ik 8 a 13 , °**eH' I 70451 A° D Mechanical COMPARATIVE ANALYSIS TABLE 11. "X0" or °OX' & `XOX' UNEQUAL LTTE WINDOWS GLAZING OPTIONS: A. 5116" I.AIAI (1/8"A,.090,1/814S) B. 5/16" LAMI (1/8"HS,.090,1/8"HS) C. 7/16" LAMI (388"4,.090,3/16 °HS) E 13116- LAMI (1/8"HS,3/8" SPACE, 5/ 16°LAMI- W!1/8"I•IS..090,1/8"HS) F. 13/ 16° LAMI (118"A,AIRSPACE,7/16"LAMI -W /3/ 6"A,.09o,3115 -HS) HEIGI-1f WIDTHS "XOX" VENT FIXED TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 28 NEC POS 36 NEC PPS 383/8 NEC POS 89.284 86.919 95.973 108.649 115.892 19.125 31.014 A B,E C,F A B,E CF A 24 38.919 27 42,973 -75.0 -75.0 -80.0 -75.0 -75.0 -80.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -69.1 -76.0 -90.0 -80.5 70.0 70.0 70.0 69.1 70.0 70.0 60.5 -75.0 -75.0 -90.0 - 634 -75.0 -90.0 -57.2 70.0 70.0 70.0 834 70.0 70.0 67,2 30 48.649 32 51.892 122 33.657 123.135 34 54.827 55.135 6,E C,F A B,E C,F A B,E CF A B,E C,F A 8,E C,F -76.0 -80.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 -75.0 -90.0 -53.5 76,0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -80.0 -44.0 -75.0 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 43 NEC POS 48 50 618 NEC POS NEG POS 67 NEC POS NEC POS 60 NEC POS - 74.1 70.0 -64.9 84.9 -80.6 809 - 55.1 58.1 - 56.1 58.1 - 53.3'53.3 75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -56.5 58.5 40.4 50.4 -474 47.5 - 44.1 44.1 -41.6 41.6 492 392 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 76,0 70.0 -75.0 70.0 -90.0 705 -80.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -89.4 70.0 -62.1 62.1 - 552 552 - 52.6 529 - 49.1 49.1 1'- 462 462 -43.6 43.8 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 704 -75.0 70.0 -75.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 - 87.0 70.0 - 81.9 70.0 -77.2 70.0 -54.5 54.5 -50.7 50.7 - 482 48.2 - 44.9 44.9 -420 42,0 -40.1 40.1 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -54.7 70.0 -79,5 70.0 -73.6 70.0 -69.7 69.7 - 86.3 66.3 -51.3 51.3 -47.4 47.4 -45.5 45.5 - 42.7 42.7 - 40.7 40.7,48.6 38.5 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 794 -75.0 70.0 -905 70.0 -78.6 70.0 -732 70.0 98.3 68.3 -64.8 64,8 -61.4 81.4 - 48.4 48.4 -75.0 70.0 -44.7 44.7 -42.6 42.8 -41.4 41.4 -39.5 39.5 -37.5 70.0 - 90.0 -43.8 70.0 -85.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 37.5 63 67 72 76 NEC -50.5 POS NEG(POS NEGIPOS NEGIPOS 50.5 -75.0 70.0 40.0 70.0 -38.9 36.9 -73.8 70.0 -85.2 70.0 -41.1 41.1 -75.0 70.0 -73.1 70.0 -38.0 38.0 -75.0 70.0 -63.1 83.1 - 36.6 36.6 -73.2 70.0 48.8 58.8 -35.7 70.0-41.4 35.7 -55.01 55.0 -55,01 55.0 -55.0 [55.0 45.01 55.0 -55.01 55.0 55,01 55.0 - 55.0155.0 -55.0155.0 45.01 55.0 -55.01 55.0 - 55.01 55.0 -521 522 70.0 - 45.01 55.0 -50.9150.9 -47.71 47.7 70.0 70.0 -46.8 -75.0 46.8 70.0 -75.0 43.8 70.0 .47.9 47.9 75.0 70.0 -74.0 -44.3 -75.0 70.0 44,3" -89.4 69.4 442.4 42.4 -84.7 - 41.1 64.7 '41.1 -61.0 -39.3 61.0 39.3 -58.4 -37.3 68.4 37,3 -55.7 -35.5 55.7 -52.1152.1 .47.7_147.7 -44.6144.6 35.5 126.000 34.791 56.418 -90.0 -76.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 70.0 =66.8 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 8,E C,F 130 35.898 56.209 A -75.0 -90.0 -74.4 70.0 70.0 70.0 70.0 45.5 45.5 -42.6 42.6 -73.1 70.0 68.8 44.1 64.1 40:5 -75.0 -80.0 70.0 -75.0 70.0 - 48.7 46.7 75.0 70.0 -43,1 43.1 -41.6 41.6 -40.2 40.2 -38.7 60.5, 38.7 -57.9 57.9 -38.9 36.9 - 652552 5151.5 47.2E47.2 - 44.044.0 35,0 35.0 -75.0 70.0 -75.0 70.0 -43.1 70.0 -90.0 70.0 - 82.8 70.0 -71.3 70.0 43.6 -412 412 - 45.1 45.1 B,E C,F -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0. -75.0 -80.0 70.0 70.0 -75.0 70.0 ,-79.9 70.0 -41.5 75.0 41.5 -67.3 -40.4 87.3 -78.0 -625 70.0 -78.0 70.0 -73.7 70.0 -70.1 70.0 62.5 -592 59.2 -56.5 56.5 -63.8 40.4 - 38.9 38.9 -377 37.7 -362 362 -34.3 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -72.4 70.0 -88.6 53.6, -50.11 50.1 -45.8[45.8 - 43.0143,0 34.3 68.6 130.378 38 56.378 A B,E C,F -74.3 70.0 -43.5 43.5 .41.0 41.0 - 45.0 45.0 -89.3 69.3 -76.0 -90.0 -72.9 70.0 70.0 70.0 -76.0 -80,0 -42.2 70.0 -75.0 70.0 - 76.0 70.0 -41.4 41.4 75.070.0 -65.3 -40.3 85.3 -60.8 60.6 -57.6 57,6 -54.7 40.3 -38.8 38.8 -37.8 37.6 38.1 54,7 36.1 -51.9 -34,3 70.0 42.2 90.0 70.0 - 79.6 70.0 -69.1 89.1 75,0 '45.1 70.0 75.0 •70.0 76.0 70.0 72.3 70.0 -68.5 51.9 -48.1145.1 43.81 43.9 41.91 41.9 34.3 68.5 65.1 40.5 60.5 -57.4 134 37 50 B,E -39.7 39.7 - 43.5 43.5 -40.4 40.4 C,F -75.0 \90.0 70.0 70.0 -75.0 '-90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 70.0 - 77.1_70.0_ -75.0 -87.3. 70.0 -39.2 -75,0 -83.3 392 -37.7 37.7 -38.7 • 57 -4 36.7 -54.6 54.6 -35.5 35.5 -51.7, 33.7 51.7 - 45.0148.0 - 43.8143.8 - 41.8141.6 33.7 70.0 -75.0 70.0 73.3 70.0 -71.0 70.0 -67.4 67.4 67.3 83.3 -59.1 "XO" & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 69.1 -55,9 55.9 -53.0 53.0 -60.0 50.0 - 48.3146.3 - 428142.8 - 40.81_40.8 "X0' or `OX" & "XOX° UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3116"HS) AU. "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX VENT WIDTH AND 60" MAX. FIXED WIDTH AND AU. "X0' or "OX" SIZES UP TO 97' WIDE x 63" HIGH WITH 37" MAX VENT WIDTH AND 80" MAX FOXED WIDTH TEST REPORT: Fri -3560 TABLE 12A. 190.0 70.0 "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: D. 7118" LAM( (3/16'HS,.090,3116"H) G. 13/16" LAMI (1!8"A,AIR SPADE, 7116" LAMI -W/ 3/18"H5,090,3/18"HS) AU 'X0X" SIZES UP TO 134" WIDE x 76° HIGH WITH 37" MAX VENT WIDTH AND 60 MAX FIXED WIDTH AND ALL "(0° or "OX" SIZES UP TO 97" WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 67 MAX. FOXED WIDTH J -55.0 85.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ; rwaaey, arc A.A.= F.K 325103 8 ADD GLASS TYPE TO TABLE 11 F. Pit NO C7fANGE 7111S SHEET CHANGE -NMI ANCHORS AND ADD 75- HEIL:NTOPTION 1070 TECHNOLOGYDRNE NOKOMIS, FL 34373 PA SOX 1529 NDKOMIS, a 34274 fl TPRESSURES- UNEQUAL CONFIG, XO, OX & XOX /-- ALUMINUM CASEMENT WINDOW, IMPACT s.t,oieeas &_,w 6"rF bmHyM" C.4-740 NTS 9 "' 13 7045 -8 vista& Baas. x 0 x UNEQUAL L17ES x 0 UNEQUAL LITES 0 UNEQUAL LITES PRODUCT MEWED Bahama Ce441 Mu:Witt :ID 1.111248 A. Turner. P.E. PE #63201 Mechanical REFERENCE °XO° & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE °XO ° &°XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX. HEIGHT (SEE SHTS. 3 & 4) Rural 131: MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX l9� '' MAX VENT I ' 'u ilia ,/REFERENCE 0XX FRAME ASSEMBLY DETAIL, SHEET 11 Q (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) F. C 30570.3 Row fir F.K. 1841¢). FJC 0aama) Cale: EX. 12/17/02 Date 7/10103 nne: 8/13105 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYUGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODucr 8888848 as complying withdmFlmide ' • 1/ y�; r1 s < 2018 8 ADD 13/16 LG. GLAZING BEAD ITEM Revak 0 cneaeasr SNOW TOP HINGE CHOSRT, NO. REF. AND ADD ITEM89 oa* 1070 TECIAVOLOGYDPoVE NDKONA R.31275 P.0.0071820 NOKOLOB FL 34274 I�c�T VWbt7 Berrer SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Nrs Suet 10 a 13 0.4740 bc�yaa Rea 70458 [ D Lucas A. Turner, P.E. PE 558201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. Q.C. W! (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO° & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL 17.\:" iii SASH FRAME ASSEMBLY DETAIL Dakar* Data F.K. 3!23'09 BevWBye F( Fx 7H0173 MAIN FRAME ASSEMBLY DETAIL Mask= 8 NO CHANGE THIBSHEET 76° .095° _C 0 CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 2.854" .062" NOM. 159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" OFIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A L2.784 ° --►I FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 5123105 itaviskase O Rartalatat 0 ADD ITEM 89 NocH NGE Th1$SHEET &HOPIey: Data DM""4By D"a FfG 12/17102 1070 TECHNO60OYORNE NOB.OMS, F.34275 P.O, BOX 1529 NOKOM18 ft34274 Visibly Betwr EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ""wear faeolo al-, va4°/fa 04740 I NTS 11 of 13 7045-8 Lucas A:, P.E. PE 958201 Mechanical ITEM DWG# POT. # 1 7002A 2 1155 781PQA 3 7008 PARTS LIST DESCRIPTION MAIN FRAME - HIBAD, SILL & IAMBS 08 X 1 RIJAD PH SMS FRAME CORNERKEYY 5 7003A 6 1155 781PQA 7 7017 67017K 8 7009 9 7024 10 7026 11 12 7014 13 1157 78X78PPSMS 14 7013 15 16 7015 7028 17 7027 18 7030 19 7031 20 21 7032 22 7858ZA 7033 24 7022 25 7023 26 710x12EP 30 31 32 33 40 7036 41 7042 43 1224 613247 45 1634 6163K 50 7006 51 7040 52 53 1635 61635K 331 60976 55 78XI2PSTW/B 67 7004A 67004 712X1PPT 69 7011 70 7012 71 7019 711573 7018 7PLDBD 1/2°X1/211/8° CLOSED -CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE MRS 48 X I QUAD PR SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-PONT LOCI( , LOCK. SUPPORTPLATE 010.24 X.562P1iPN. TYPE P MULT[ LOCKKEEPER(R.H. & LIT) 85X.875 PIT EN. SMS TIE BAR MADE TIEBARASSEMBLY MAXIM DYAD OPERATOR • MA30M DUAL ARM OPERATOR OPERATOR GASKET BACX NGf PLATE 08.32 X.375 PH. PN. TYPE B STUD BRACKET (LIL &LEL) 08 X5i8" FLT. PEL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-01411ANDI.E 17 BINGE (HEAVY DUTY) 010 X.500 PR. PHL 5/16° LAMINATED (USA & IBIS GLASS) .090 EN'IE RL AYER - SOLUITA Olt DUPONT PVB 5/16° LAMINATED (118115 & 1/8ES CLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 7 /16° LAMINATED (3/16A & 3/161180LAS8) •090DP12RLAYBR - SOLUTIA ORDUPONTPVB 7/16" LAMINATED (3/161.15 & 3/16113 GLASS) .13901NTERIAYBR. SOLUTIA 011 DUPONT PVB GLAZING BEAD (5/161 °LAZING BEAD (7/161 VINYL BULB WSTP (X11Ic1) SILICONE -DOW CORNING 899, 993 OR EQUIP. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN mom SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 08 X.500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y.TUBE 412 X I" PIT. PHI,. TES. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T BANDLE KNOB FOLDING HANDLE newaa,: FK Ramap F.K. rase* F.K *ram* a°N: F K 12717N2 Dee° 823/05 8 ADD 13116"LG. cuss 8 GLAZING BEAD C NO CHANGE 71118 SHEET PARTS LIST CONT. ITEM DWQ # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - Rm. SEL & IAMBS 81 1154 781PQA 08 X I QUAD PN SMS 82 7010 P1XBD FRAME CORNER KEY , 83 7007 INSTALLATION MOLE COVER 85 7047 67407 GLAZING BEAD (13/16 "LG.) ' 86 13/16° LG. GLASS (UM AIR S P A C E , 5 / 1 6 " I . A M 1 ) 5/16" L A M I (2)1.1128 07 U8"HS GLASS WITH AN.0901NTERIAYBR- SOLUTIA OR DUPONT PVB 13116" 1.0. GLASS (VMS, AIRSPACE, 7/16°1A241)7/16° LAndr - ° 3/16A & 3/16115 GLASS VTR AN.0901NTBRIAYER- SOLUITA OR DUPONT PVB 1 3116° 1.0. GLASS (I/8°11S, AIRSPACE, 7 /16°LAMi) 7(16" LANII.. 3/ 16110 & 3/1 6115 GLASS WITH AN.0901NTERLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SKEET 13) .706° .050" .865" 0 5/16° GLAZING BEAD MAT'L 606346 DWG# 7036 ./522�31 I .050" Y 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" 1.000" .423" 0 CASEMENT SCREEN FRAME MAT'L 6063 -T6 DWG# 7006 ��r 289" .040" - -.11- -- .172" .870"- L .050° f-7-1 .569" 0 131161 GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125° 1.124"r- INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 1 2.701 .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A t1t2r /!��` a«mwz *mad ADD EGUIV. TOREM4a, SRICONSAND ADD fTEMB 87. 88 AND 80 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 4528 NOkQ#418 FL 34274 Visa& Bator ALUMINUM CASEMENT WINDOW, IMPACT 4aY,4rn°G - rave amov"° CA.740 NTS 12 13 7045.4 D Luna A. Tyner, P.E. PE 068201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM ---1 r ©SEE NOT: , f A 1x WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM r 1 SEE NOTE 1 SEE NOTE 4 F �il� ' ,1 :. A SEE NOTE 4 II–11111: P. :,] -41_ L fn A I. A 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM-7 I- A SEE NOTE 2 NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2112". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 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 AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. F.K NO CHANCE 7711S SHEET MIN. OPERABLE UNIT FRAME TO WOOD BUCK 11/2° OR MORE THICK 114° MAX. SHIM ASEE NOTE 1 ,11114" „w-` 1 114” MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2° THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM i I SEE NOTE 1 SEE NOTE 4 11/2" �.•- MIN. . FIXED UNIT FRAME TO WOOD BUCK 11/2° OR MORE THICK nn 1 Iasi – Ill II J .11111❑ --.-I 11/4° j 11/4" MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE -11001 1 1111 13: 11 I10E11110, SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 11/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. r* RK F.K. arm er Fx 3/15!03 Cake 7110/03 • 12/17/02 Rftlif 8 C Pallid 8y. NO CHANGE THISSHEET REVf3E NOTES ANC REMOVE 3118° TAPCONS 5 914 SCREWS ame I. 1070 TECHNOLOGY DRIVE NOK0589, FL 54275 P.O.80X 1529 NOKOMI$ FL 34274 edir Visibly Better ANCHORAGE DETAILS PRODUCT RENEWED as sasnpnwith *Moth 9 Nor,. 15ta 3 /CL's' ALUMINUM CASEMENT WINDOW, IMPACT 6•105701 CA-740 NTS 641 13 of 13 am:mxe 7045 -8 A ivs (ror- Luna A. Twrer, P.E. P5958201 MecheNaal DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 ;www.miamidadc„govtneral 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. DES N: Series "FD -101" Outswing Aluminum French Door w/wo Sidelites DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets , prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by b Y, 1 g the Miami -Dade County Product Control Revision stamp with the Notice of d expiration date by the Miami -Dade County Product Control Section. RATING: Large and Small Missile Impact Resistant Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. lower design pressure from X, XX doors or 0 (sidelite) shall control. . Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, 13, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 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 terinii►ibn 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 NOA # 07-0629.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Cbanda, P.E. MCM NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS nN 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets ltbrough 10 of 10, prepared by manufacturer, dated 02/22/07 and Last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) 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. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signal. & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. 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. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite tl PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial int, est, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 E -1 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS; A. PLI) "S ((MILL E bF 3118° HEAT CONSISTING F (1) LITE STRENGTHENED 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM B. 318" LAMI NOM, L4021 CONSISTING OF (1) LITE OF 1/r HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16° LAMI NOM. (45") CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX!KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS . D. 7(16° LAMI NOM. (. 66") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16" HEAT STRENGTHENED GLASS. 2D�FaS $URE$: 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: L(, O, 92s, a2, OLOC, O AND OXXO. 4. ANCHORAGE: THE X331/3% STRESS INCREASE T BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUXNG;BUT NOT LIMITED TO STEEL SCREWS, THAT CLIME INTO CONTACT WITH OTHER ISSIMILAR 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 i ex i KON NOA: 04.0721.01, 03-0228.06, ANSWAP&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, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE UTE 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 6), 1S 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. EXTERIOR EXT. - 118 °ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEXIKEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS e iaea ors arue} fWIWH 0 . ifIOXHOOODEICHANGH imp _1 wFJC M iewle"u OFOIAEgG016RNl (NAHH6i1P' 71001AffiI0HETNIAAHOIEAHHl 7fBC.J52N88 NG &1407 A I.0IASS IADDNOTER Om* pile 101ertlM ore F.IC 7 .L.L 6/21107 3/8° LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE A EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090;PV0 INTERLAYER DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .486 7/18° LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC, SHEET GENERAL. NOTES1 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 MA= iliWISIKO • with eft Pero. MCI COMFY Hk7 A00101es8ANR01AB$HH& 10181ECHNO.00Y2Rli1 NOKOMI8,FL MTh PQ 1520 I4.HOt74 13GT Mika Bar NOTES AND GLAZING DETAILS 1* ALUM FRENCH DOOR & SIDE LITES, IMPACT hiet FD 101 1X I 1 10 l 1101 -1 0 ` tt) (LYNN 4,/ x)e se to" No. 58706 ''A L%'N MIUJHDi', .E. FL P.E.# 58705 75.1/2 " MAX. f." _ MA SEE NOTE 4 --./yr OXORXO 7E Q 37.1/2' AMAX 953/4" MAX. HT. TYP. �39 3(4" - - 143 3/4' MAX. MAX --►�+SEE NOTE 3 E .1 • 2 SEE NOTE 4_) 71 3/4" MAX 24 9/18' MAX DLO (TYP) 84 3/8" MAX DLO TYP. NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. X XX G c IE \\ ifs is 0 it J 38314' MAX. 1 OXXO 141 DOOR DLO HEIGHT = HEIGHT - 113/8"! DLO WIDTH 'X = DOOR WIDTH - 1215/18' DLO WIDTH'XX` is DOOR WIDTH/2 -11 5/16' SIDE LITE DLO HEIGHT s HEIGHT - 113/8" A DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP 9C AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE X0','OX','OXO' 7IX0', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LRE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). S. CLEAR OPENING FOR W AND 90(' DOORS AS FOLLOWS: ('X' DOORS= WIDTH - 5.848) (90C DOOR = DOOR WIDTW24.079) R M* are RnWsr a c rants 1 0 N0�nr�rx11a$r R A , ,8 ' 0088�ycry u 1800�FARAW8 ' a $ 1 are�4a Cra a�edea$C��rv►PYMYSIN 9C r,'" 0L0uax maw FL84274 A14 T 953/4" MAX. (TYR) rrrf�' skit R Vlaibao Bator ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 17,T78 9 a 10 """11005.1 1 u ,Q • fail )I tifj i�it�''•., �I.ORtbP.•�Vi ';":"8P1.871:188°‘‘..708"%''' LN EZ, P.E. DOOR SECT. A A VERTICAL .LS fa%!f 0 AaeliWOO aSJlifir RS D Rf�sa a > lwoclowernosfar FJ�f M(7 A aft 2122107 arms SL SECT, B-B VERTICAL SL VIEW G-G CORNER ASSEMBLY BMW a oo *AVM w.Eo MNAFO AB aLY N1lNT ursomix0100Y DRIVE NONOMA Ratan kijagX FL 3 FL Sea Etc," VW* Ikusr EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDWS I Val 14 d 10 16'4°4110054 10 ``okit ill 11111 ` NY LYNN 414 "":•�CENSg'•�F� * f No.58705 :'‘,-`‘‘ ifigiatA FL P.E. #58708 MAX. 'X' WIDTH DLO x SECT. D-D, How, SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 8) RewitION ANN fL f Ore, SL SECT. E -E HORIZ. (DOOR Wt SIDE LITE) f 0 NOQNV017feb&00T MIEHEEZ FX ¢ NOpNWt ftmos fiK m A Af0 SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR SL SECT. F-F HORIZ. (SINGLE SIDE LITE) VOOR IMO arni•10 8£000M 00 MUM* 400•100100 RF tilOKOSA FL SOW PO, FLf Ykrti.Natter MTICAL SECTIONS ALUM FRENCH DOOR & SIDE CITES, IMPACT fDUlf 9ivIx I s a 1011008 -1 10 �eli fMtl4niN�. AaapYwe ��ri. 106 .'A A' 1pS @BO. ��fi•.,, 31 FLO,•. k_, • A. LYIkII'LIFR, P.E. FL P.E.# 58708 c) DOOR PANEL 30 TOP & BOTTOM RAIL 8083-T5 1.272 1.479 .080 .079 3.055 i i OUTSWING THRESHOLD 6083 -T8 ammo yoke dd WlA%f l yoke p OY1 RalARO o.rWV Re 1.489 DOOR PANEL SIDE RAIL 0003 -T6 4.728 4.100 0 r-- 1.$0.120•;• I r6IJ. 1.760 DOOR PANEL INTERIOR ASTRAGAL 6063 -T8 .760 883 .060 O6083 -T6 3/8* GLAZING BEAD 73 +---^^-3.100_•. 34 TRUSS CLAMP 6063 -T6 0 DOOR PANEL ( 45) 8EXTERIOR ASTRAGAL I•••.626 883 .060 1 72 7/18* GLAZING BEAD 808346 1.479 .075 5.212 8.086 .076 4.688 SL HEADER 608348 L u 3.100 —•- 61 SL SILL 808348 1 i i C) DOOR FRAME, 24 JAMB 8083 -T8 •■••1.878 —j.890 f� SL JAMB v 808348 1[- 2.980 �^� SL JAMB ADAPTER / 6083 -T8 .060 1.820 WEATHER STRIP CHANNEL 8063 -T6 0.376 .126 riccipucr memo with q.01ar10► Oift Cale —1 I 22 AMOutet igeflorhillime 0 -- POCHAPOP anduent 9. 7w8a B8r N00160Aaa1168010ff PJG ?/07 7 1070TECKNOLOPYDRAW NOKOMMA FLUM U`RU M LWOW EXTRUSION PROFILES nw ALUM. FRENCH DOOR & SIDE LITES, IMPACT kat aw FDIOI I I r 10 I °�°" C 110054 C NNNIo •:*t;GENS '•'i /•?, * f No.58705 • az 8TA E ;: ,PION AL- ,." A. LAN MIXER, P.E. FL P.E.# 58705 HEAD ZONE "C" I HEAD ZONE D°-1—ZONEE "D°t <, v xx 1 • • �_ SILL ZONE "0" ,SEE TABLE 3.. SHT. 9 HEAD t- ZONE ZE "E " ZONE - z"E1 /. OXO \` ' ZONE D°�ZONE D °' SEE TABLE 4.. SHT. 9 ZONHEAD E "E "f 0 1 HEAD HEAD I ZONE D" I ZONE " I }— SILL I ZONE "E" 1 XO OR Ox SILL SILL ZONE "D" ' ZONE "E "' SEE TABLE 8., SHT. SEE TABLE 8.. SHT. 9 HEAD I ZO MAD NE 93" -1--ZONE "F" zMN" fi 1ZO —I—ZONE II Q I / 7\ / XXQOR \` rt oxxo in 1 1 I\ \\ 1 \v I /' 1 }-zO ZONE "P ZONE ZONE D "ZONE °P. SILL - ZONE -� --ZONE °F°�ZONE °F°�ZONE� SEE TABLE 7,. $HT. 9 °E° SEE TABLE 7.. SHT. @ ° "E" SEE TABLE 7.. SHT. 9 IX E X x x x N.. rt oxxo gNN N MM / x 1( x x • EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x83 3/4" SIDE LITES °B° AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713/4 "x833/4" NS DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED, VALUES, SHEET 9 80.__M__[ ON: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +8 +8 +2 m (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. 713/4'W 70C 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 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8" MAX 0.0. 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: 8° MAX. FROM CORNERS AND 24 3/4° MAX 0.0. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. sawn* ore 1h,rme S WWI 0 WOWS W88HEET ,nn"1gz awe Awns rK WM 3 No aroxixvitarmarn awe awn scrim. QNMk,T87G0'moxAtexav E0Nfn1axvo'ro4: ADDACWRIYAS AK $'WPY A 70$0&1 TIOS FJC J1 6�7S7 WSW* MAWS i4Q 1E� ,FL3W4 VW+ Beam ONNINav ANCHORAGE, t ONFIOURATIONS ALUM. FRENCH DOOR 61 SIDELITTES, IMPACT FO701 I NISI 8 d f0 I" /10084 I a =WO lie RMi& Aolplesso ')0 .-Z at TABLE 3. E DOORS GRASS TYPES ANCHOR TYPS 8 SU881RME A,9,0,0 2,3, WOOD 1,2, CONO TABLE 4. q%, DOORS (ALSO A DOOR OF XO & 2g) A, 8,0,0 SLABS TYPES ANCHOR TYPE & SUBSTRATE $3, WOOD 1,2, CONO TABLE 5.0 SIDE LITE t3 A88 TYPES ANCHOR TYPE & SUBSTRATE 23, WWI 4,9,0,0 1,2 CONC TABLE 6.52 &9 MASS TYPES A, ANCHOR TYPE 2 3 W000 & SUBSTRATE 9,0,0 1,2, CCNC TABLE 7, QM, NCO, QXX & oxxo GLASS TYPES A, 8, 0, 0 ANCHOR TYPE SUBSTRATE 2r$ W00D 1,2, CONC %C - 28. TO 37.50 W@IH x HT 25.60 x 79.7 53. 87. 91. 96. LOAD ZONES 27.50 x79. 83.7 87,7 91. 95. 2950 x 79.7 83. 87.7 91. 05.7 31.50 x19. 83. 87.78 91.7 95.7 33.80 x 79.7 83.7 87.7 91. 85. 36.60 x79. 83 87.75 91.7 88.7 37.50 x79.75 83.75 87.78 91.75 95 P. A FA MAW d d 62597 l. 3 3 3 3 3 3 3 3 5 5 3 3 5 6 5 MAMA IOC- 47.75 TO 71.78 LOADZONES WIDTH x HT. 47.75 x 79.75 83.7 87.78 91.78 95.76 51.75 x 79.78 83.78 87.75 91. 98.76 55.75x78.76 63. 67. 91.7 95. 3 89.78x79. 6 83.75 5 87.76 5 91. e 95. 3 63.75 x 79.75 5 83.78 5 87. 5 91. 5 95. 5 07.75 x 79.75 6 83.75 6 87.75 5 91. 5 95.75 5 5 5 8 8 KM d fl El 0 O 0 • 7 ®Ef O 8 4 3 E7 Es13 LI Ei D u El E7 0fl Elt04 3[i El 10 4 3 El p 8 4 3 fl ElEl4p1 0 9 4 3 d 010 4 3 11 BEM "0"- 10.75 TO 38.76 LOAD 20*68 4 5 5 8 5 5 5 5 5 8 e 8 8 0 8 5 6 6 5 8 5 6 6 8 7 8 8 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 4 2 7 4 2 7 4 3 7 4 2 7 4 2 8 4 2 843 8 4 3 8 4 3 8 4 2 8 4 3 8 4 3 8 4 3 10 4 3 8 4 3 8 8 7 71.75 x 79.75 8 83.75 8 87.75 6 81.76 7 85.75 7 THISSHEAT 5 8 4 3 WIDTH x H7 O O O O 10.75 x79.75 4 1 4 1 83.75 4 1 4 1 87.76 4 1 4 1 91.76 4 1 4 1 05.75, 252 1 4 1 1275x79.75 4 2 4 2 83.75 4 2 4 2 87.78 4 2 4 2 91.784,2 4 9176 4 2 4 19.00 x79. 4 2 4 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 LOAD ZONES "X'- 26.60 TO 37.50 Wa SIDE Lrte WIDTH x HG R ' X 2 21.75 x 79.78\ 4 2 83.164 , 2 87.75 4 91.75 5 95.7L. A. 2 27.75x79.76 5 2 83.76 5 2 57.76 5 91.76 8 2 95.76 8 2 2 4 2 4 2 4 2 2 4 2 4 4 2 2 4 2 2 4 2 4 2 4 38.13 x 7876 8 83.78 8 87.76 7 9125 7 96.75 7 3 4 3 3 4 3 3 4 3 4 3 3 4 3 6 10 4 3 5 39.75x79.76 0 83.75 8 87.76 91.75 7 7 3 4 3 3 4 3 3 4 3 3 4 3 9525 7 3 Nowa FL MTh PIA 8(0,1616 4 3 10.78 x 7$.78 4 2 83.75 4 2 87.75 4422 91.76 4 2 135.7L.4.2 12.75 x 79.76j, 2 83.75 4 2 4 87.754 2 91.7b, 2 95.78, a. 2 19.00x79. 4 3 63.784 8 87.75 4 3 61.76 4 3 95.76 4 3 21.76 x79.76,4 3 83.75 4 3 87.76 4 3 91.7516 3 9878 33 27.78 x 79.76 5 3 63.78833 9 87.75 5 3 91.7688 3 °a 96.76 3 38.13 x78.78 8 4 I+ 83.75 6 4 87.76 91.76 7 8 9s 38.75 x 79.76 8,4 on 8 4 87.75 7 5 91.76 7 5 0&75 7 5 X 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 3 3 3 3 3 3 3 3 X' - 25.60 TO 37.80 IOC- 47.78 TO 71.78 fo SIDE L1iE WIDTH x HT. O WADZoma 0 10.75 x 79,78. 4 2 4 2 83.75 4 2 4 2 87.76 4 2 I 4 2 91.764 2 4 2 181.78,4 2 4 12.75 x 79.78 4 2 g 2 4 2 83.78, 4 2 4 2 87.75 4 2 4 2 91.76 4 , 2 4 2 95284 2 6 2 18.00 x79.76 4 3 83.76, 4 3 0 87.76 4 3 4 2 91.75`4 3 4 2 9&7431421 21.75 x 79.76 4 3 4 2 63.75 4 33 1 4_,.2 87.76 4 3 4 4 2 +i 91.75 5 3 6 4 2 g 88.76 6 3 51 4 2 i4 27.78 x 79.76 8 3 4 2 83.76 8 TT M 4 2 i„ 87.7883 4 2 91.75, 0 3 4 3 95.75.8_2_ _i_3_ 3813 x 79.75 6 4 4 3 83.76 8 4 4 3 87.75 7 6 4 3 91.75, 7 5 43- 85.76 7'5 4 3 38.75x79.76 0 4 4 3 83.75 6 4 vi 4 3 'a 87.76, 7 8 3 4 3 3 81.78 7 8 4 3 95.78 7 5 4 3 ANCHOR QUANTITY LOAD ZONE TABLES AL71M UM FRENCH DOOR &WELITES IMPACT POW I NA 8 ✓ 10 I � 110054 0 APPROVED ANCHOR TYPES: 1,114" ELCO TAPCONS 2.1/4" ELCO S34 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAOE SOLUTION ON SHEET 8. ricOoverilivumo xxlivionse Z�141,...... aGENSg''...:p * f No. 55705 it 4 to11u g ' gyp•. sTATE OP A. LYNNMILLL�i, P.E. FL P.E. #58705 2X WOOD BUCK, NOTE 2 3.4 K81 MIN. CONC. 1 3/8" MIN. EEL 2X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 114" MAX. SHIM WOOD S ANCHOR TYPE 2OR3, NOTE 1 1 3/8' TYPE 1 1 3/4" TYPE 2 DOOR HEAD (WOOD) 1318" 1/4" MAX. SHIM I MIN. WOOD ANCHOR ST OAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 3.4 101 MIN. CONC. 1X W000 BUCK, NOTE 2 t 1f��71 3/8 MIN. ► 13/4 MIN. E.D. DOOR HEAD (CONC) "14 TYPE 1 0R 2 (CMU) 13/8" TYPE 1(CONC) SIDE LITE HEAD (WOOD) SIDE 13/4' TYPE 2 (GONG) 1/4" MAX. SHIM 114' MAX. SHIM ,11 Sdy+/d 4 314" MIN. E.D. '' 13/8' MIN. ..�, S4 �311�0��w CONC. • . , ANCHOR, r +q .�( 1 NOTES !�M r. II, tr illi ll {lA A,,+" . l� WAD - i 11111114"-""— a "L� _wrrr�-`, ' WOOD ANCHOR, ws� yt A b •: 4 314° MIN. E.D. �' TYPE !� i. rev.'( 1.8 KS MIN. CMU OR 2X WOOD L NOTE 1 •tr t; �. NOTE 2 34 K8I MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EEL SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 1/4" MAX SHIM WOOD ,(S ANCHOR TYPE 2 OR 3, NOTE 1 2X WOOD EXT. 1X WOOD BUCK, BUCK,NOTE2 DOOR JAMB (WOOD) 1 3/8' TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 (CONC) 1 1/4° TYPE 1 OR 2 (CMU) 13/8' TYPE 1 (CONC) 1314" 1 3/4" TYPE 2 (CONC) MIN. E.D. 1 DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 !EL NOTE 3 1-4/4" MAX ?!:;. {: 13!8 "TYPE 1 .Saar 13/4 °TYPE 2 i!.'1, 1.5 KM MIN. CMU OR 3.4 KSI MIN. CONC. 4" MIN. E.D. 1X WOOD BUCK, NOTE 2 114" MAX SHIM 13/8" MIN. 3.4KSIMIN. yp•A J1,.:i ,•.: 2X WOOD BUCK, NOTE 2 MIN. E.D.I 3A K81 MIN. CONC. 1 2X WOOD BUCK, NOTE 2 CONC. 5 t om* .i : ;i ''• �� • DOOR SILT. (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) MIN. ED. 1 SIDE LITE SILL (GONG) NOTES: 1. FOR CONCRETE INSTALLATIONS. IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1(4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" S84 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 412 SCREWS, 05 (TYPE 3) OR ELCO 1/4" 834 CRETE -FLEX ANCHORS EMBEDDED 13/8" 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 I8 TIGHT T4 SUBSTRATE, GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT(3450 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. Caen Dad McYbte° onto 10/1W11 a. N° ara Pablo Arm% alit ee . 11.416 I1. .2 ililltagai �rrs��2 NOCHAMIRMS %v7 Roam. 8PEdIWANfIQ aWGOkRT t TNESIIS N WOOD WU ADD mNler. N"ie►ir roxrr oOYDRAM ANCHORAQEDETAIL3 um ALUM. FRENCH DOOR & SIDE LITES,IMPACT rL3W4 vie* Rater a f ° or 0 Ia"aa r 10 a 10 110054 , `N.1 LYNN ' P' ''-,,. * r No, 58T05 -q 04 1 a Iti Q 1� STATE OF /47: "''ISSIONAL A. LYN (MILL , P.E. FL P.E.#58705 10;414 I DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION 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 subnlitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section 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 Section (In MIamr -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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABEIft "unit shall bear a permanent label with the manufacturer's name or logo, city, state, lowing statement "Miami-Dade Co ,� g County Product Control Approved unless otherwise 4 shall be considered after a renewal application has been filed and there has been bde building code negatively affecting the performance of this product. NOA will occur after the expiration date or if there has been a revision or change , or manufacture of the product or process. Misuse of this NOA as an endorsement of dales, irdertising or any other purposes shall automatically terminate this NOA. Failure to y 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 NOA No. 10-0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.vovinerat (2 NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVID ENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19 /10 complying with FBC 2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Sotutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11- 0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBG-2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2, Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E -1' • Jaime D. Garcon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI`1"1'LD F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. E -2 (q/ • Jaime D. Gasean, ". E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 NOTES: SERIES 01 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM } EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS B. QETERMINE THE TTPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 8 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM EI300 -02, 3 -SEODND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TIM, 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. LOAD DURATION, CO, OF 1.8 WAS USED IN W000 SUBSTRATES ONLY. 4. ,SHUTTER REOUP, .ENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 0 -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS PER ANCHOR TYPE, SEE SHEET 7. 8. REFERENCES: TEST REPORTS, FTL -3835 d: FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF NE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. and X10 18 11 J.R. Road tlh F.K. JC J /J1 //0 4/4/07 7/4483 C liabiomn 0 ChoYSG 8' MAX. 44 -1/4" VISIBLE LIGHT 12 -7/8" MAX. O.C. 92 -1/4" VISIBLE LIGHT 12 -7/8" MAX. 1 98° FLANGE TO FLANGE 2" MAX. 98 /4" RN TO FN 5' MAX. 0.c. 98" 45 -1/4" VISIBLE LIGHT 5" MAX. 0.0. 93- /4" VISIBLE LH1HT MAX. TO FLANGE --I _" WDC f I • 49 50 1/4" 6' 48• FN TO FIN TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) J40A DRAWING TABLE OF CONTENT$ GENERAL NOTES »..1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL RN. 1 GLAZING DEEMS- 2 DESIGN PRESSURES, FLANGED.2 DESTON PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASSY, FLANGED 4 INSTALLATION, MSC 5 ANCHORAGE.. 8,7 EXTRUSION PROFILES.... 8 PARTS LIST ........... »........ »8 (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING NE SHAPE IN A BOCK AND OBTAINING DESIGN PRESSU FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 944 2010 FCC UPDATE PF: f ?1,1:2 .R.. ANCHORAGE MOLE 3. ARM E 1305-02 AND REVISE 1N. �0 � P.O. 8QX 1529 NOICOWS, FL 34274 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT ttnoits No. mar I NTS I 1" 8 I iT 705 F, end Window bibbibmilb Death pregame op 7/UU1em413/Selb.osoP0 4Ass 7/9811=9$ 3 +et90,7/2 N0- a/38115..0eowe.ari&a I pm) I vls kw*, 3/1a- .09o0e- 8/5816 7N818m1 15/rWMP•7/LBNI•r/LWL•.010P13- 3/1815 A or 41* C rnerrtan 616 24 30 38 42 48 54 80 87.878 g TIc b IP 36 60.0 80.0 80.0 80.0 00.0 80.0 80.0 6.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 71.1 71.1 84.0 87.578 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 79.9 71.1 84.0 80.0 78.8 80.0 80 0 80.0 80.0 78.0 70.0 84.0 80.0 54 60.0 80.0 80.0 74.3 88.3 83.8 80.0 80.0 85.3 80.0 80.0 80.0 73.6 81.4 825 80.0 80.0 08 BOA nu 77.2 84.7 881 109.7 80.0 80.0 108.7 80.0 80.0 72.3 58.3 120 00.0 80.0 120 80.0 80.0 70.4 128 80.0 80.0 128 80.0 80.0 70.0 145 80.0 80.0 145 80.0 80.0 Fin and Win wo Design Pressure (+L psfj 7/UU1em413/Selb.osoP0 4Ass 7/9811=9$ 3 +et90,7/2 N0- a/38115..0eowe.ari&a I W ger Okannslon 616 24 90 38 42 48 84 80 87.878 g ic 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 67.875 80.0 80.0 50.0 30.0 80.0 71.1 84.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 80.0 80.0 80.0 80.0 00.0 71.1 64.0 64 80.0 80.0 80.0 80.0 80.0 71.1 86.3 80.0 80.0 80.0 80.0 80.0 71.1 08 80.0 80.0 60.0 80.0 we 109.7 80.0 80.0 80.0 80.0 120 00.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES; 7 /18' ,.,. GRASS MORN& '"0 RESEALED OR HEAT SEREN011iEREO GLASS .0eo 0&WCNT BUdI51E OR WADI WIPSAFE 190041.07 3 e• RfAT cuss 11/16' 016 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/18' UN CAMS N0 0FY. 7/18' AIR SPAS 7/'8"e c 3/18' 1001P GLASS 1 1/18' ma GLASS NGLmlIL .uw' ORPWA 006AC116 OR MAXIMUM INTERIAXER 11/10. NOa. mre eaft 1 -1/16° LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 'A` & 'B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. ,8. DIM. 1 DIM. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN. ROUND ILE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND 'B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESIXT FROM THE TABLE (SEE FIGURE, THIS SHEET). Arad Bp 0 18 11 D_ CHANCED HS CAP TO IMP FOR 30' RULE ROW FX. F.IC �,. NO CM4N2E 11-115 SHEET 070 TECHNOLOGY DONE N. VENICE. R 34275 P.O. SOX 1528 NNXCOIIS, FL 34274 r- 1 GLAZING DETAILS ALUMINUM PICTURE WINDOW IMPACT T812 m8 1 ` 42 4 I-D ow. 7 1 r` � I11111,. l`/ /// No 55705 * * ST TE •' OAF '• ,!2Offi. ' (i�;: ■‘‘N A .E.# 5 P.E INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131' (1/8' X 2 -1/2" NAIL, WITHIN 2' OF CORNERS AND 5" O.C. .375" MI r N. EDGE DISTANCE MAX. WNDOW HEIOHT MAX. VISIBLE LIGHT OPENING HMO SEE ANCHOR GUIDELNES, SHEET 8 1 3/8' MN. EMBEDMENT .375' MIN. EDGE DISTANCE 1/4' MAX. SHIM - ▪ SHE 2X WOOD BUCK SHEETS OR FRAMING VERTICAL SECTION D —D 2X WOOD BUCK OR FRAMING .13t" (t /8') X 2 -1/2' NAB., WTTHIN 2° OF CORNERS AND 5' O.C. f.— 1/4" MAX. SHIM 1/4" MAX. SHIM -.-I SEE ANCHOR GUIDELINES, 5 2X WOOD BUCK OR FRAMING 90°CORNER ASSEMBLY NOTES 1. USE ONLY MIS PER ABOVE, OR ANCHORS USTED ON SHEET 6. FGLLOW EMBEDMENT AND EDGE DISTANCE UMITS. JJ.J• J▪ O WI INAsd /J1 /i0 Rad � uuueeehhh *Adam 0 NO CHANGE 7745 SHEET MAX. VISIBLE UGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/6" MIN. EMBEDMENT C9..wono filit2M FZARCERmilI UJN 10 mu-uut 7 'bran Br Do* FK 7/1483 Clacked 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 PA BOX 1829 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT PW-701 I NTSl 8 a 8 I 42654 I D INSTALLATION DETAILS FOR FLANGED FRAMES Rood 9r, SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR SHEET 7 .' 4. MIN. CONCRETE KSI PER ANCHOR TYPE. SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM IF7WFILI 431- MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING 211 01411 SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. SHIM OR FRAMING 2X WOOD VERTICAL SECTION B -@ eucKO 90° CORNER ASSEMBLY HORIZONTAL SECTION A -A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SOREN BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X W000 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTAU.ED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GGREATTEERR. BUCKS TO THE SUBSTRATE OF W000 KS TO BE ENGINEERED BY OTHERS 08 AS APPROVED BY ALIT I1Y HAVING Rolm 8 11 oi 0 DNO CHANGE MIS SHEET 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 J.R. Reed e1, 3 31/10 FJC N18A3 e 4Ywdae 070 IECHNOLOOY DRIVE N. VEIOE. Fl. 34275 P.O. BQX 1529 /MOMS, TL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT I NT8 pilot •8 lewrew, PRODUCT REVISED e4444 N5wpbdiePbrX4 Sikhs , ooNo 'nu, r r �1�fllJNtr,, . * • No. 66705 it :gs 0s`s /ONAI- * fr IOW A. �T�PE .E4 MISC INSTALLATION DETAILS EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 1/8° N014 MIN. {12 STEEL /12 STEEL SELF- DRUJNG #I2 STEEL I SMS (G5) � SMS (GS) USE SAME USE SAME AJ4C440R - ANCHOR QUANTITY dt : OlA1N1AY & SPACING AS SPACING AS 112 STEEL 112 STEEL S =BM SCREW (SHEET 8) /DADS APPROVED MULLION (SHEET 8) (SEE SEPERATE NOA) ALUMINUM: 8083 -T8 MIN. .125' MIN. WALL THICKNESS FIN FRAME WITH SEE ANCHOR GUIDELINES, SHEET 7 FIN FRAME WITH FIN REMOVED 'uxo'� FIN REMOVED 1111 ' X WOOD BUCK MN NM =MIL 1/4' AWL LIANA. SHIM 1 SEE ANCHOR !• :• •• GUIDELNES, FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE SEE ANCHOR GUIDELINES, SHEET 7 WOW SEE ANCHOR ..:..: G DE INES, : •. !+ SHEET 7J' IMIN. CONCRETE KS PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP • r{ r'-- 1/4' MAX. 010/A 1 -3/8° MIN. I EXCLUDING POINT 1/8' NOM. MIN. EnE8EZ METAL FRAMING A36 STEEL: Fy-36 KSI MIN. .125' MIN. WALL THICKNESS 12 STEEL - DRUM SMS (G5) USE SAME ANCHOR SP & EDGE DISTANCE AS 912 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE t 1/4' MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD SACKER EXTEELM WOOD RACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 412 STEEL SELF DRIWNG SAIS (G5) USE SAME ANCHOR QUANTITY & SPACING AS 912 STEEL (SHEET SCREW FLANGE FRAME PRECAST SLOPED SILL 1/4' MAX. SHIM FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". IX 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 C' WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPUCA8LE, LOWER DESIGN PRESSURE FROM EITHER WINDOW CO MULLION NOA APPLIES TO WHOLE SYSTEM. F�33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL ST D SUBSTRATE Roomier !016U 0 31/10 C Oda /3 1999 am NO CHANGE THIS SHEET WmAPK Afllo 4PboMi 48u1a 070 TECHKNM.OGY DRIVE N. VEN CE. FL 34276 P.O. BKXX 1529 NOKOMIS, Fl. 34274 INSTALLATION FINNED FRAME ALUMINUM PICTURE WINDOW. IMPACT mon I5, aua Ra Mr NTB 18 w 8 I 42644 LD moo= IONISED as mob* whit GoFfadm ANN II-I11036 Head, 819 and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 14) Anchor Description Anahcr TYPO 'A' or "9' Dimension (In) 24 30 38 42 48 64 80 67.875 Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ic tF 8/18' Steel (fin Jannb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 Head/SID 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 6 5 8 5 8 6 5 5 8 8 8 6 7 8 7 8 48 Jamb 4 4 8 4 6 4 5 4 5 5 6 5 8 8 8 5 5 5 6 5 5 5 8 5 8 5 8 5 5 5 0 6 Head/S1N 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 8 5 8 8 .6 8 7 8 8 8 7 0 7 7 8 7 eo Jamb 8 6 6 5 8 5 e 6 0 8 0 6 6 6' 7 6 8 8 7 8 7' 8 7 8 7 k 6 7 8 7 8 7 8 Fieed/8W 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 8 8 8 5 0 0 7 8 7 0 7 8 8 7 8 7 87.875 Jamb 8 8 7 5 7 8 7 6 7 8 7 8 7 7 $ 7 7 7 6 7 7 7 8 7 8 7 8 7 8 7 8 7 HIesdlSW 2 2 2 2 3 9 3 3 4 3 4 3 5 4 6 4 6 8_ 5 5 8 8 7 8 7 8 7$$ 7 8 7 72 Jamb 8 8 8 8 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 8 8 0 8 8 8 7 8 7 8 7 8 78.8 .lamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Hoed 818 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 8 6 8 6 8 8 7 8 7 8 7 8 Jamb 7 7 a r 6 7 a 7 8 8 a 8 8 8 9 8 a 8 10 8 9 810 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 5 5 8 5 8 6 7 8 86.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Headi$6 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 6 5 8 5 8 8 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 910 9 9 9 11 9 Headl$W 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 109.7 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 o NOW and Haight dimenslo s maybe reversed to locate anchor quantities on the table tfsq theHaadlSilfandlambrows mistals° be reversed so that the longer dimension gets the most anchors. Head/811 120 .lamb 10 10 19 10 11 10 13 10 11 11 13 11 HeadI80 2 2 2 2 3 3 9 9 4 3 4 3 128 Jamb 11 11 19 11 12 11 13 11 12 12 13 11 H rN 2 2 2 2 3 9 3 3 4 3 4 3 145 Jnsnb 12 12 18 12 13 12 15 12 Head/8111 2 2 2 2 3 3 3 3 NOTES; 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32F1'. 2. FOR SIZES NOT SHOWN, ROUND YE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL. WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. r� "rr•► 1NNit} r- i F A° DOd. Anchor ./oNo Anchor Description Substrate Men. Ed$e Otstance MI Enbed- mad 1 012, Steel wee (G51 8. Pare 0.884' 1.376 912, Steel screw (Oq 811. Mad, Or 33 0.324' .046118Ga 912, Steel sorew pa 012, Steel some (G5) Man. 6063 -T8 A38 Std 0.324 0.304' 0.125` 0.12° 2 014, Steel sinew (05) 8. Pine 0.964' 1.376 014, Stmt sonar St Stud, Or 33 0.361° .048118G* 014, Steel saw (06) Alum. 6063 -T8 0.361' 0.126 014, Steal sense (05) A36 Steel 0.361' 0.126 3 1J4' Steel Ullman 8. Pore 1' 1.376° 114° 410 SS CneteFtax 8. Pine 1° 1.376 4 8/18' Steel (fin 8. Pins 1.28" 1.376 A' & "B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SI OWN. too-- "El" DM. -.1 7 1 070 TECHNOUNY DRIVE N. VENICE. FL 34275 NOKOMIS, Ft.134274 ANCHORAGE, WOOD SUBSTRATE tA4r ALUMINUM PICTURE WINDOW. IMPACT ~et 1 NTS 18 w 8 I 4259.4 PITODUCIRSVISED caoObrlaavdW Werbtldo AoeNo t J! tt %IliII,4 o * . 14.58705 .tk STA • ,Ff,OR40? 1 ■14∎ Tie 1il�v. P.E. P.E./ 68705 Head, *Inland Jamb Anchor Quantities Into Idasonly (Anchor Types 5-7) Anchor Desolation Anchor Type \ "A° or °8" Dimension (In) 24 30 38 42 48 64 80 67.878 Anchor 6 6 7 6 8 7 6 8 7 6 6 7 6 8 7 6 6 7 8 8 7 6 6 7 38 Jeab 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 HeadlSIU 2 2 2 3 3 3 4 4 3 6 6 4 8 5 4 8 8 8 6 8 6 7 7 8 48 Jamb 8 4 4 8 8 4 6 6 4 6 8 8 8 5 8 8 8 6 8 8 6 8 8 8 Head/Ski 2 2 2 3 3 3 4 4 3 6 8 4 5 6 8 7 8 8 7 8 8 8 7 7 Jamb 8 8 5 6 8 6 6 8 8 7 6 8 7 8 6 7 8 8 7 8 8 7 6 6 Head/SW 2 2 2 3 3 3 4 4 3 6 8 4 6 5 8 7 8 6 7 8 8 8 7 7 67.875 Jamb 7 6 8 7 6 8 7 7 8. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 Head/SW 2 2 2 3 3 3 4 4 3 8 6 4 8 8 6 7 8 6 7 8 8 8 8 7 72 Jamb 8 8 8 8 7 5 8 7 8 8 7 7 0 7 7 9 7 7 9 8 7 HeaI8W 2 2 2 3 3 3 4 4 3 6 5 4 6 5 8 7 8 6 7 8 6 78 8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/6111 2 2 2 3 3 3 4 4 3 6 8 4 8 8 8 7 8 6 7 8 8 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SWW 2 2 2 3 3 3 4 4 3 5 6 4 5 6 8 7 6 8 85.3 Janes 9 7 7 0 8 7 9 8 7 9 8 8 10 8 8 10 8 8 H 861 2 2 2 3 3 3 4 4 3 8 6 4 6 6 6 7 6 6 Jamb 10 8 8 10 0 8 10 9 8 10 9 9 11 9 9 HeaddSW 2 2 2 3 3 3 4 4 3 8 6 4 8 8 6 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/8W 2 2 2 3 3 3 4 4 3 6 8 • 120 Jannb 13 10 10 13 11 10 13 11 10 Width and Height dimension may quandties on the table. tf so, the Head/5111 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. HeWIVSW 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 HeadiSit 2 2 2 3 3 3 4 4 3 145 Jamb 16 12 12 15 13 12 Head/SW 2 2 2 3 3 3 NOTES; 1. ANY ONE SIDE CANNOT BE MORE THAN 146° m& HAVE AN AREA OF MORE THAN 32114. 2. FOR SIZES NOT SHOWN, ROUND ile.TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T WIDTH AND HEIGHT C4MENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A" AND DIM. FROM THE TABLE (SEE FIGURE. THIS SHEET). tdAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. .L . Anchor Desolation 8nrdet MM. Edge Mkt. Embed. merit 6 114' Steel Medan 'Hor Back 1" 1.26' f/4° Steel LAtacon 2.71 Concrete 1° 1.378° 6 114" 410 S8 (3deFleu Halloo Block 1' 1.26' 114" 410 S8 CreteFex 3.36k Gamete 1' 1' 5118' Steel t2acon Hollow Bock 1.683' 1.28' 6/16" Steel U6reo m 3.81 Concrete 1.25' 1° A" & °B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. f•- e" DIM. "B° PRODULrRBVISBD •aoapyl>awp61kO Waite MOON No I .► 16 070 TECH/1%00Y OHNE N. VENICE. FL 34276 P.O. 8QX 1329 KOKOW3, FL 34274 -, ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 49114/14r$4 Own 1116N11 I ON*. Mo. ,>W7171 17011 I 4259-4 INTEGRAL FIN F AAA O DWTI: G NO 4256A .970" —►{ .975" .050" 7/16" LAMI GLASS BEAD DWG NO. 6063—T5 .346" —"-I U�I \.975- .050" 1 -1/16" LAMI I.G. GLASS BEAD r,1 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER ,a MAT'L: 6063 —T5 DWG NO. 4224 1.875 .094" .062" 2784" FLANGED FRAME DWG NO. 4253 J.J. 10 18/11 0w 0 NO CHANCE rHrs sitar ITEM DWG 0 PART 0 DESCRIPTION 1 84258 integral In frame head, di &jamb 2 4283 84253 Flanged fame head, sill & jamb 7 1155 781PQX la x 1 Qum! PH 8695 stainless steel 8 Schnee-Morehead 8M5504 acry6r narrow joint sealant or 10 4255 84255 7/18 land glass bead 11 4254 84254 1-1/16 land LG. glass bead 12 1224 8TP247 Vinyl bulb weatherstrip (thick) 13 4224 kmtadation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 16 Dow Comings 995 e8lone structural sealant, blest 17 7116" land glass: 3/16" annealed - .090 DuPont Butaclte or Salex KeepSafe Maximum PVB lrtmtayer - 3/16" heat strengthened 18 11/16" land La glass 3/18" heat strengthened outboard - 7/16" airspace - 3/18" annealed - .090 DuPont Butactte or Saks KeepSate Madman PVB kterlayer - 3/18" treat strengthened 20 4282 84262 Architectural comer key 21 7/18" lewd glass 3/16" heat strengthened • .090 DuPont Butaclte or Sale`` KeepSale Maximum PVB into/layer - 3/18" heat strengthened 22 1 -1116" taml I.G. glees 3/16" heat strengthened outboard - 7 /16" ahapace - 3/16" heat strengthened - .080 DuPont Btdacfte or Sadex KeepSate Maxlmun PVB &delayer - 3/16" heat strengthened J R 31 /r0 C lIUity,tlary R IAROERI I�r70Y TO £M.WUt r.� Of R■dokinis thean F.ie 7114103 ONION Nottest 1070 TEG910LOGY O9NE N. VENICE. FL 34275 P.O. 81* 1529 NO c0wS, ft 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT PW7OI f v$f 8 0 8 f°�°"' f D 'h t4o. t6 A�/ .J 58708 .E. E 6870$ 5tg hitter Nte4 ",i DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 01? ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described d herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mahlon - APPROVAL DOCUMENT: Drawing No 6300JR, titled "Impact - Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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, model/series, 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 revises 140A 010-0819.05 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1.1805 SW 26 Street, Room 208 Miami, Florida 33173 -2474 T (786) 315 -2590 F (786) 315 -2599 w+ww.miamidade acv /oe t .�. APPROVED u NOA No 11 -0922.01 Expiration Date May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUJ3MflTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300112, titled "Impact- Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E -1), dated 02128 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous* NOA #X(-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to POT Industries, dated 01/07/11, signed by Ishaq L Chanda, Product Control Examiner. G. OTHER I. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their POT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and g on 05126/16. 4 E -1 Perez, P.E. Product r 1 Examiner NOA No. 11- 092.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACTOR LARGE AND SMALL MISSILE IMPACT- RESISTANT PRODUCTS ADDITIONAL EXAMPtE8 OF ABL.L cC# 1GURATION6: GENERAL NOTES: 1) DETAILS MOM ARE FOR THE MULLION ONLY. ANCHORS SHOWN ME W ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT 84STALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION 18 UNIT AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATM4 MEfHOD.OFTIONAL IX OR 2X WOO) BUCKS P USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER$. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO DE STRUCTURAL PERFOFIMANCE OF THE MULLED UNIT8. MILLIONS HAVE BEEN TESTED AS'FREE-FLOGTI G* AND DO NOT NEED TO 88 DIRECTLY ATTACHED TO THE MULLION CUPS, BUT MIAIJ. NOT HAVE AGM OF MORE THAN 114 FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WI DLOADS CORRESPONDING 10 THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UM THE 113 STRESS INCREASE WAS NOT USEP EN TH 8 NICHDR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALJJATIOI OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY E THE RESPONSIBILITY OF OTHERS AND 18 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES MD ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE TLNITB, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN U8840 THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DEMON PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCE MALL APPLY. 6) WHEN FIN0110 YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1) ANCHOR EMOEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUUCfURIE. ANCHORS SHALL BE COATED OR CORROMON RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTEDAB REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REMITS: 4443; ELCO ULTRACONIAGGRE$ATC R NCNB A /MAFVA NM FOR WOOD CONSTRUCTION; ACRWALUMINUM LESION MANUAL 9) MULLIONS AND CUPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF TIE FLORIDABUBD*G CODE, AD ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATION& MULLIONS ARE OILY TO BE USED WITH POT - APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPR VAJ3. 10) MULLIONS ARE IN COMPl ANCB FOR USE IN THE HIMLE. �BES606666PONONOIXLTAB FROM FIB 1 ABOVE. OPEMNGg1MTN 01101640 MINN FOR VERTICAL MU � LL FORV CALMED. MULTIPLE MULLIONS GENERAL NOTES...... 1 B.EVATI....... MILL TO 2)( WOOD._._........_. 2 MULLT0IX6 MABOIWY.,.....,. 2 INSTALLATION N0168__...._._ 2 MULL TOMABONRY 6 MUM TO STEEL BTIO...,..... 3 1180.10152' 8 MOOR C &......... ....3 ALTERNATATE RLJPB.- ..- ..- ......4 SAYSSL.I. 4 1 X 2 X.128 MILL BPECS.r._....8 1 X2XJ178 MULL SPEC8..........8 1 X2.78X.278 MULL 2P ..7 1 X2.76X 88 MULL 8PECS.......8 1 X 3125X A53 MW. 8PEQR......9 1 X 4 X .123 MULLS .........10 1 X 4 X EM MULL 6PSc8......_..11 12X 3.153 X 2181/46J.8PEC6..12 2X4X:5 WLLBPEG.,........13 a X 8 X .6 MULL 6P0C11-....._.14 128X211 X 32 MULL SPECS... 16 30•X 326 BAY MILL SPECS.«.... 16 46'X328 SAY MLLE ...17 MLUON CUP DBE...1888 LOABLE8132 21 LCNDBKG 1) DETERMINE THE Mat aggigansisimmaimED FOR THE OPENING USING THE A803.1 STANDARD. 2) CHOOSEA88JLLION TYPE THAT WILL FITT118 DEPTH 08 THE FEP188TRAT63I P110000r$ FRAME DEPTH. 3) REFER TO SLEET 22 TO DETERMINE P THE WIND LOADING IS *RECTANGULAR* OR . 4) FIND THE CHOSEN M L UO N13 FROM TABLES IA THROUGH 18R ON MEETS 8 THROUGH 17 RESPECTIVELY, USING THE MLL LION LE TYPENGTH OPENING WIDTH OR HEIGHT (SING P THE MULLION E SPANNING VERTICALLY OR HORIZONTALLY). TIE MULLION CAPACITY (L88ATr1 OBTAINED SHALL MEET OR EXCEED THE grasameal BISHMIMMIAMM FOR THE OPENING OBTAINED IN STEP 1). 8) FROM THE SAME TABLE USED BI STEP 4) ABOVE, FIND THE VALUE W THE NEXT CXLU M I ANCHOR CAPACITY RECURED (LBSL 7788 VALUE REPRESENTS THE WIND..O1D TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAN THE FILL. MULLION CAPACITY. 6) FROM TIE ANdIOR CAPACITY IL88L TAME ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE COMMON ( MUL.TPLE ANCHOWSUBSTRATEUNCHOR•CLP PATTERN MAY APPLY) SELECT AN ANCHOR CLP PATTERN AND VERIFY THAT TEE REQUWEOD ANCHOR CAPACITY I8 MET. 7) IF THE MU1 LION CAP..G. BJ3s. -.M OBTAINED W THE TABLE E HIGHER THAN THE FOR THE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN ANCHOR REQUIRED. WITH THUS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (1.88A°T') FOR THE FENESTRATION PRODUCT TO BE NEED AND COMPARE WITHITE FINAL �U,�.UON CAPACITY ftJ8. T'I ODTAQE0 FOR THE MU JON SYSTEM. THE LCD OF THE TWO SHALL APPLY FOR THE ENTIRE MUJLL� FENESTRATION PRODIICI ASSEMBLY. 0) H IOHU GHT OPTION USED AND TABLE VALUES USED IN ASPECEICAPPUCATION WHEN USN* THE NOA TO APPLY FOR A PERMIT. !3 _ R • PRODUCT REVISED 3.o uspIy a MrwdN FNMA. No A:. • o111tt1 .4( tio-51036 a DETAIL A: LL AIL B: MULLION TO 2X WOOD BUCK MULLION ATTACHED TO IX OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CUP SHOWN) EXTERIOR M. ANCHOR SEEIASLES 16,50 FRONT V)EW TYP. AAA PER TO BEE BEE TABLOID-10B SW SHEETS b ' UNWM `: w • ^ -. • .:E woe TOM LOCATIONS CONDOM ORpA • I � SAW, 'SEEM TA BLES EDGE EDGE DISTANCE 1141011 ARCO FOR WOOD ANCHORS SCREAO 2110* MAX FOR ALL HULLOS TYR ANCHOR B�BTMTE. BHENTAMS516'111 EDOVE ° DISTANCE SSE TABLES 16,05 SIDE VIEW 1) ANCHOR EMSEDWENT TO BASE MATERIAL SHALL BE IEYONO WALL DRESSING OR STUCCO. 2) CUNHTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, TM CORRECT CUANTRY AND LOCATION OF ANCHORS MUST BE Fes. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR NABS MD, EITHER THE STANDARD OR INTERIOR CUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, NEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 5) FOR MASONRY APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI LOUNTYA ELCO ULTRACON OR ELCO 1A3• S.S. AGGREGATOR MASONRY ANCHORS. SIDE VIEW EXTERIOR EDGE DISTANCE FOR ANCHORS TYP. ANCHOR OHO Ma TABUS SUMMIRIP AID ATTACHMENT BY OTHER& ME NOTE t. WILT ICS f.'OtJ Y50RClgj FRONT VIEW 1 N L `a1 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MEW MI CONCRETE MEAD FRONT VIEW EDGE • ... • INSTANCE WS M01SPKM CONCRETE ORCMU 16108 SIDE VIEW INSTALLATWN NOTES• 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULU.ION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY S BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TAKES ON THE FOLLOWING SHEETS. FOR OETAft.S A0, EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. S) ANCHOR HEAD TYPE MAYBE PANHBAD, HE)WEADOR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 5) FOR MASONRY APPLICATIONS BI M IAMI-DADE COUNTY, USE ONLY MIAMI4DADE COUNTY APPROVED ELCO ULTRACON OR ELCO U4' S.S. AGGREGATOR MASONRY ANCHORS. —I .LEVMK DETAIL E: MULLION TO MULLION INTERSECTION 1; (U•CUP) TOP VIEW 1) MAY BE INSTALLED Pi 'TEE OR 'CROSS* INTERSECTIONS. 2) MAY BE INSTALLED 133RIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE WC IP DRAWINGS, SHEETS 16.20 FOR CORRESPONDING MULLION, 012 STEEL SCREWS. tli PREDRILL MULLION AND USENAB EXTERIOR FRONT VIEW MI SHEETS 18,20 FOR HOLE LOCATION DISTANCE SEE TABLES 16106 DETAIL j? MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) SIDE VIEW FRONT VIEW FORMER 1SOA AND COMPLIANT WIT THE FLT AEXWOOD BACKER MUST UNA ATTACHMENT BY OTHERS. USE WCoDANGRCtSPECB 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED 2) SEE CORRESPONDING MULLION TABLES, SHEETS 617, FOR QUANTITY OF SCREWS. SIDE VIEW EMS NETANC1 SEE TAMS 1NEIS PROWCT RIMED IN =WWI* With delft* Wallas Cob Am or= DA/ DETAIL G: ANGLE MULLION CUP (ANGLE CUP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) SPORAr BAY MULL SDE VIEW SHOWN WITH PXPX.I2Y ISAMU TIP. ARCHER SUBSTRATE. SERUMS WS TX QA. 2 PAR ULUONERD. MUST BS INSTALL 0B WOF SAYMULL. BSC WOOD. STS04 STANDARD CLIP TO BE AWN. GNU ORIMBONRY NODW8D1$2.15a. INTO WOO,STEEL ALUM, C38 OR WORRY `%111111 NOTES FOR Itt ATKMI OPTIONS F: 1) DETAIL 18 NOT APPLICABLE FOR THE BAY OR 1.28° X 2.1T X.128' MULLION. 2) SEE TABLES 1B-108 FOR ANCHOR QUANTITMS AND SHEETS 1820 FOR HOLE LOCATIONS. 3) THE 2X5 CUP I8 NOT SUITABLE FOR THIS APPLICATION. NOTES F0 (NST61.1.61:12QP[N)M G L H 1)118E 2 ANGLE CUPS PER MUWON END. (LIPS MUST BE INSERTED INSIDE OF MUWON. 2) DETAIL & SEE TABLES 18.118 FOR ANCHOR OUANTITE:B AND SHEETS 1820 FOR HOLE 3) DETAIL H SEE TABLES 1280R 138 FOR ANCHOR QUANTITES NW SHEETS 18.20 FOR TABLE 1A MidUon Capacity Table I3 ) 1528.125 Alum. Tuba Malkin eon 299092. R L4.mro Win 78 1 Ladino OpaYneWWm(Tor nudans)orOponblpFleyht(�r mlig 1 SO In 1( 10O1n 121/ In R40W47an II4'OYry, 363tagisr 290r593 2e39e997 11111100. 91192 1411193 1.119173 1211111 11991 1.1197/ 1 8 1641169 8081 L44®le 144n 1Wn Ladne 1• Laaro 119181938 wawa 1 1 11 1 11 421 1115 a 909 1* 1 if 1155 1 id 70.0 11 h 107.8 d m0 010 [1 07.1 1 1 if 1 11 1 010 620 1010 458 408 1010 if 119 1 1 809 819 1 11 1 400 119 499 749 812 WA 700 9,.4 012 724 787 08.8 87.0 440 40.8 312 240 41.0 24 37.8 812 01.0 244 81.2 812 91.0 244 211.8 812 01.0 214 254 812 01.0 244 mean 54 60 in 089 62.5 254 481 247 78.0 W.8 284 08.2 42.9 281 247 M4 458 25 450 NA 401 2a 527 44.9 424 193 858 019 401 62.1 222 889 251 27 49.8 198 252 30 621 89.4 NO 819 144 282 219 48.8 261 247 854 188 21.0 207 851 44.0 *0 261 217 49.8 251 210 220 ?81 151 19.4 247 458 .151 210 191 41.2 170 620 209 85.4 188 77.4 700 81d 102 24.0 200 100 21.3 200 77.1 159 193 210 40.9 167 150 200 78.0 180 tan 251 101 858 108 22.6 181 80.8 162 23.7 101 259 140 257 161 54.8 140 144 258 144 HS 101 21.7 143 Wn 250 850 144 210 19, 751 19, 316 251 128 150 t5 510 184 7281 473 189 21.5 140 150 189 110 159 115 17.5 110 Tan 129 126 M.7 18.7 178 7.81 170 118 109 101 TABLE iB Mahar CIO Panama Table Os 8%r E107490941 14' 550. UM= r 2.107 1,117 8009, 7639, 1 ail? 1414' 1,117 29 6917 Men Utra66n star 811r 9beWam4 W'Om Macon ri'09 =... VW Eon /9940419 tbaean r 2.1(2' r 2.9? 2' 3.107' 1.117 611' 697 604' 6117 1.947 7iZ. 01085061 8128180 861,0(90 6W97 ace 0.07 1+19 • 3397 293961, -0.49 MIA • 11J09, Baa 1A' t Antivsl 1:080 299444 t.ir tit 0.4E hvA tat . �9 �9, 1120100 71580 7209. 0009, NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD C.P. fICiURE 1; 0 0 • • • FIGURE 4: • • FIGURE 2: • • • • ANGLE CUP MUST HE USED IN PAS. FIGURE Q: FIGURE 3: 0 • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,r)x / ANCHIOR CAP.,,,,,,,1\ - ANCHOR CAP.., lt4NJLLlg1 CAP:011,., UJSE THIS OW TO CUTAIR THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN AORJALPRE$SURE REQUIREMENT FOR THE OPENING. WHEN IT • LOWEIL THAN TIE MUUJON CAPACITY (FROM THE TABLE) OVINE SELECTED MULLION. IT WILL YIB.DAMNN$JMANC O R CAPACITY WHICH MAY BE USED TO QUALMY ADDITIONAL ANCHOR ornate FROM THE ANCHOR CAPACITY TABLE. TA81.E NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USINO THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MURK. LENGTHS AND= OPENING WIDTHS • ALLOWABLE. 3) MULLION AND ',GLUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1840. ALL MULLION CUPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY SE DRILLED It THE FIELD FOLLOWING DIMENSIONS SHOWN ON MOTS 1&20. 4) SUBSTRATES: CONCRETE SN LLL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A8TM 0410. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PIE WITH AN 8G OF 0.E . ALUMINUM SHALL. BE 8003.18 AND SE AMIN O OF .126' THICK. STEEL $RODS TO BE A MI UALIM GRADE 99 AND . 009' THICK (111GALIGE). STRUCTURAL STEEL TO BE AT LEAST .12.9 THICK AND A36. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -1 1.009" I►- 2.000' I' x 2' x .125' 85JUJ0N 6 1 L 2 j r TABLE 2A 50 a 69 1:2x.276 Lola: Immo /WAAL Tube 1"ASI°"1h11 itaitii 1801 7ro.6 030 110.0 45 40 01 181.0 07 1380 41 50.03010 1087 466 114.0 370 0401 084 400 453 ON 00a 823 324 088 850 6941 083 200 VA 1103 69 h 458 240 484 230 7201 38.0 4e AA 190 U a 694 1102 59.0 m 7814 363 13 NA 150 69 Si 180 144 180 130 08a tea 152 16A 113 TABLE 28 1612 008 70U 007 110.5 470 •0 Maw *wacky Table (b W1 OpenitstWMOBer wricattepannIng a2lBase)or Opining RAJA (tor hodzontattspannIna =Bons) 704 Racer4444 WSW WW1 WIN 1 is II IIIJII Ii 1881 80.0 069 807 170.0 108.7 403 0001 01401.1142 T WNW WW1 WW1 1 igi a II li II ii 1150 003 780 OW 169.6 1004 515 6901 IOed= 12501 300 069 007 517 857 920 07 507 817 300 469 557 694 400 0160 ei1 74.1 450 00.6 712 31.0 400 830 *8 67A 270 014 468 400 835 72.7 01.2 040 A4 40.9 30 218 360 272 473 365 450 400 524 514 843 4.0 5110 07 51.8 405 400 221 69A 063 .01.0 255 314 208 458 694 20.0 456 400 384 44.8 201 40A 548 384 284 454 269 39.2 237 294 284 280 258 294 862 2.32 254 284 394 80.0 226 42.4 823 226 122 2e4 28.7 Sae 574 28.4 81.1 25.6 215 169 280 204 31.0 29.5 216 152 254 400 10.8 180 07 225 221 410 104 292 m 144 272 26.1 %1 173 100 120 011.5 NA 201 182 22.0 202 102 204 127 169 174 121 AN 192 000 167 15.5 142 07 169 109 169 410 01 10001 711070169 11022x$101 352/21820 Lam ••i= =WO ===2 1 11i 1 Yi !I hill hi II i Ii !i WA 577 060 07 1880 017 887 692 1080 817 580 800 424 00 080 880 380 WA 080 300 002 069 87.0 480 K0. 360 054 465 880 ON 813 518 386 400 01.0 315 08.7 469 01.0 813 425 388 942 520 488 3 188 838 488 240 388 280 108 204 854 240 164 690 W4 270 234 310 18.7 690 27.7 VA 180 308 27.7 800 404 m 124 290 180 123 11.5 340 180 171 1e7 140 180 202 182 159 24 202 10.0 169 122 182 181 121 104 100 u /90 162 100 Ards=Cap P784ai .r. "Ir " +Ci'l t:., MIME s' AIN 111111t t.'.,�' � e �� tAahm 1 118013 44001 Bt200 10801 01 4001 07001 69401 NG 01 16901 2101 01 a ®118 Ba.O4JF. 6r�`140i 210®8 810101 08* N04 11'4 WA 190108 t5A 453 254 4*8. 083 036130 42032 56920 N018 POR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VAWES AS THE STANDARD OLP FIGURE 1: 0 3: FIGURE 4: • FIGURE • 0 • FIGURE 2; • ANGLE CUP MUST BE USED IN PATE. FIGURE 8: FIGURE* 0 • • ANCHOR CAPACITY ADJUSTMENT FORMA: (OP..)X ( ANCHOR CAP.,,,,,"%) .ANCHOR CAP... \Mt2LION CAP.,..,.. USE THIS FORMA TO OBTAIN THWi ANCHOR CAPACITY REQUIRE? CORRGSPOND140 TO AN ACTUAL FREESIAS REQUIR i FOR THE OPENING, WHEN R IS LOWER THAN THE MW.UO N CAPACITY (FROM THE TAB 0P THE SELECTED M1*1.10N.IT WILL YIELD AN (ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IMAM= 1) SEE SHEET 1 POR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMAT>ON ON LOADING. SEE SHEETS 24 FOR GENERAL I1$TAUATON METHODS. 2) UNBAR INTERPOLATION BETWEEN MI U. LENGTHS ANBIOR OPENING WOTHS E ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1 &20. ALL MUUJON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. 50.28 MAYBE DRILLED IN THE FIELD FOLLOWING OIAENSONS SHOWN ON SHEETS 1840. 4) SUBSTRATES: CONCRETE SHALL CONFORM CONCRETEEL0C CAW)SHA W. CONFORM *C1.1NIT TOA8TMCOM W00DSHALL BE PRESSURVIREATED YELWW SOUTHERN PINE WITH AN SG OF 0.55. AWMINUM SHALL SE 8003 45 AND BE A MAUNA OF .1215* THICK STEEL STUDS TO BE A MINIMUM GRADE 33 MIT Mr THICK MI GAUGE). STRUCTURAL STEEL TO EE AT LEAST .12f1711X2( AND 436. ALL ANgORB INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000' f►- .-3776 i 1•xrx.arr WW684 ,111111 N„„ * 140.68306 A. L1I1ii11A8Lt . P.E. FT. P.E.O 68706 TABLE 3A Ix2.78x .376 Alum, Tube Malan 4514 4041 2545614 am 541 041 104 72 41 744 7014 514 516 10 41 91101 12014 541 Reabingalv 1 TRLO 170.0 170.0 1750 8041 MuMon Capitally Table (baltt Opening Width (rorverNaltsbasina mains) aop6403 .,,: (forhol i aputHi g=Goa1) 7041 T4pfrove Laos Tea 100110 1 11 700 747 707 170.0 1704 1704 170.0 1750 1R0 *70.0 101.0 ih 744 1 11 170.0 1702 17a0 1750 1' 478 W 861 521 1 11 1750 1740 1274 1240 024 652 1 11 1 9046 Loading T4omm+w% Lamas 514 R5eu5Wu beery 1041 1021104. 144/0463 10544 1,0507 1204* 14041 1541 Reeloplar 758562 7114660 1004 11 1720 1756 1700 164.7 1750 1750 1450 1250 1163 102 57 1. 1750 102 1750 104 461 740 720 1700 uu 1304 107.6 11 1110 1100 1004 07 1 1704 1700 178.0 1467 1750 877 tans 747 117.4 1160 1034 714 104 007 1 11 1150 170.0 1750 141.1 I I 521 85 760 710 10.7 1158 670 40.0 1001 1 it 11 h 1750 1750 1700 1450 521 e5 70 70 1274 174 634 80.1 1750 1720 170.0 1450 1114 854 73.4 503 141.1 1210 1010 520 83.4 042 414 64.4 24.2 824 174 736 65 507 50 45 45 40 287 327 30 1*4 1514 1600 112.4 Bas 724 07.0 421 614 367 29.1 17.0 626 670 452 40 400 601 117.8 1014 584 204 674 58.8 20 344 257 5.7 206 164 167 202 10.8 80 436 287 215 75 40 007 1150 810 010 547 801 702 062 730 00 07 720 474(361D 644 456 610 60 07 60 40.6 45 64.1 35 414 45 58.0 376 463 45 484 00 461 480 000 25 00 327 310 260 211 307 200 20 246 257 54 20 21.5 NV 250 201 179 247 150 151 151 101 150 210 104 15 1812 811 77.1 80 660 453 78.4 67.7 5.0 4 WA 631 60.6 45 610 756 58 007 378 546 461 659 50 44.6 735 OW 807 81.5 758 624 674 021 475 0504 43.0 874 736 N0. 607 51.8 76.6 6x7 574 521 474 44.1 5.1 311 1001 1130 100 6W 736 886 40 1450 1704 1704 1400 81.6 745 027 671 662 780 700 N4 51 474 070 416 44.7 284 416 376 35 276 24 15 45.4 50 5.7 23.2 151 510 45 45 874 297 54 444 408 957 958 413 448 573 34.7 35 821 271 952 30. 179 60 400 45 327 800 410 5.1 817 *3 45 340 85 51 25 237 980 28.0 17.4 14.4 50 45 415 327 247 46.8 07.1 34.4 210 0.6 40 582 444 22 276 282 344 14.0 510 45 527 44.4 350 54 10.5 328 05 381 25 264 21.7 20.1 510 45 45 02 30 TABLE 38 Anchor Clip Patens 6646465 .4151607 alt Namur Capacity Conn. Table 451580/62 PY Aruba *pc NW Moo Mama 0450•6e4•5 2 1775150 Lamm 106* 00 NW Woo *sum 557 6960a44n Ur 80 Mar ASSAIGar 2.1? 7 2.152' 5.10' E6658a 01102 1465 1.X4' 14tH 1457 ? 1 -110 2 Arab= 4741x60.0786 00AtOm C14 Nit. 1I 9514 0514 40 to 656 1646115 =115 4Anatml 0.C.I64100ad(a 0640050 pup. 22 4566 No 24 WA Not 501 WA 4 MA= 845A Qfl1(4 y,0 ANN 05pJ Nu 6); 756 756 856 /556 15e6 6106 2 4000 a 047YO60.24 8400X,4644. pay 4 WA WA 55* o-ta r 5.111 r WA WA WA 1 6114' 40 6 1.114' 516 1-101' 1457 356 506 WA *12566* 005152 560(061 Sm61( 5* 140 OS47 107 �em04} 756 4520 4646 11456 3956 4206 556 WA WA 546 5006 11'06 WA 7606 WA 1566 WA Avatar P414 �1p.65 15-6 t56 4$6 4456 0226 1366 3Anatm441.1740. OA/ F-059 NU 6N_ 24314 506 87A 661 e2A 760 NOTE: FOR THE OFFSET C1.6+, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP • 0 0 FIGURE 3: • FIGURE 4: SI FIGURE 2 • • • • • ANGLE CLIP MUST BE USED N PAIR& P18014E & 0 • FIGURE C • • 156 Ile Ns WA NIA 6W8 11796 6706 2386 WA Nth WA 556 5016 WA WA 526 516 WA 560 6626 0006 WA WA 156 2106 656 4506 11906 706 576 546 CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: Wu.) X ( ANCHOR CAP.,,,,,,,.1 ANCHOR CAP.. WJl11ON USE THIS FORMUTA TO OMAN THE 'ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TAME. TABLE NOTES: 1) EWE SHEET 5 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE 8H1E18 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN M EL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. 3) MULLON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DDIENSI0NN, SEE SHEETS 181-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAYBE TWILLED N THE FELD POLLOWNG DIMENSIONS SHOWN ON SHEETS 1 &O. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK (*7477 (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0445. ALUMINUM SWILL BEWM- TS AND BEA466&15A OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND A38. ALL ANCHORS INTO METAL SHALT. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAi.. -1 Loom r- 2.750' I' X 2.75' .375'452110N TABLE 4A M aBlola 007909ty T77blo moat) 1x2.15* .660 Mar& Tubs 6251100 Opw1168WAI (for lw6caryrepemi >gnnftare)orOpon6lpHe�IAND► Rd9Aabntaas) 1 1am97 9181 00 81 7081 T9 Lanny 100207 Lwd7 T 446217 0081 I 0381 1 10016 10•1127 Waft Lone 1 120 16 18010 7001130. 123277 tar Loan8 LT' loan* 1 Lw267 Mmanaar 1+6767 '00018!67. 761p1549µ 0 1 {g{ 11 h 1 11 42 In 170.0 ago 1740 1700 744 4re d 11 '1700 g sas 1 11 170.0 000 1 If 1700 922 1740 919 11740 g 1110 1 11 170.0 8101 11140 11 1210 1 11 1710 521 .170.0 11. 1910 1 If If 1 491 1 1740 641 169.7 Im91 1740 621 1945 1670 631 48In 60.62516 1740 1819 706 747 1760 1740 624 170.0 mo an 1740 606 170.9 1740 664 1740 970 110.0 660 681 1789 1091 1740 054 1700 1780 1198 170.0 661 1170.0 1� 170.0 077 11740 `1417 1740 1169 64In 1740 797 612 VOA 906 1740 061 1740 11te 106 704 1647 100 6016 03 91 164 7281 70 7816 1781 IS in 1140 1610 182.1 101.7 068 640 621 42.9 885 680 703 088 871 6@ 407 9W 1740 1914 1910 1066 600 68.4 63.7 44.1 701 710 603 503 403 474 201 OW 191.6 188.6 1100 84.0 721 697 43.4 354 916 860 797 650 671 542 481 966 1620 1260 119.5 01.0 768 704 ■64 ms fit 5* 690 540 403 460 866 314 191.5 1066 7 015 530 767 0381 144.6 1292 103.0 67,0 872 847 648 407 961 746 161 111 1090 990 020 091 080 712 62.1 910 03.5 WO 07.4 621 640 824 470 991 800 681 660 88.6 965 671 b0. 407 862 1702 1700 1926 780 1620 1910 008 183.9 1110 780 97.0 991 170.0 IV 170.0 687 M.9 726 1148 1216 1700 180.0 1190 1740 616 670 991 1100 779 WO 1427 769 121.0 1417 1700 MO 1809 170.0 780 121.6 1015 1417 1910 1740 660 1740 716 1048 9/78 1417 1916 110.0 600 1700 780 1046 1180 1704 561 08.1 170 1700 743 1150 1700 061 1122 8101144 810 104.6 662 709 WO 944 036 561 974 ) 71.4 767 841 609 1 640 787 842 000 060 671 1866 096 806 614 030 610 815 5600 471 1460 071. 666 454 1 438 071 61.8 403 667 4911484 891 610 4421440 612 470 02 968 343 209 5* 621 9621980 407 846 334 268 9041030 961 809 1 215 961 249 296 783 613 600 424 K0 .148 27 170 915 980 7W 680 031 542 407 858 114.4 588 70.0 512 470 420 261 21.0 715 640 696 600 451 5* 827 262 628 062 47.3 80.9 809 260 169 10.3 518 890 716 8W 871 062 407 865 1144 941 789 863 448 445 281 193 715 049 611 427 4Q 428 5as 714 54.9 474 414 010 87.0 800 162 018 5* 757 599 871 543 4W 1484 911 703 032 486 141 280 118 649 001 464 446 479 515 10616 80.1 288 600 256 281 203 860 21.5 228 247 163 285 160 944 1 167 855 160 240 1 101 11181 27A 5* 868 912 26t 207 216 267 260 280 17.8 267 168 911 0 164 105 278 12001 220 825 22.3 205 163 720 100 5* 147 229 912 TABLE 4B Anchor Anchor CIp Pawn 161120810 Kolar 066 13194 [blow Gas 2 Amhara 0475178.O1 98166620 m Mal C16(90. 1k 4Am1496 yT 1.181814 O.Q. /01•6828 6:0686) (26 (71,.1 4 Aeolus 79116.0.0. 1 W 206 46081 009. 9 P1µ 2Am06O �Nb 39 078: l µOAP, 1114 WAWA 09042 1 Am02IP.dP 1299. 6k 2.0816816 ®1.1811140.09 P436160. 2751160264 8116' 80617116666 r 3.187 W 97001124900 r sur CapaCht Table (IN) 22605* 6717920 6W Moo Wnwe Holm 01111 8186/1081 W 1Poi049 1214113 6600 MMW 6104 W 081780 Pasmod6 IA649m A9µ66i6M6 91176' r 94@` P 2459 7 3.776' 7 loge hi*? 10097 ' ago as 41061 762810 70362 78062 NIA 001 16206 64180 1.NP 1374' 460166 00066 NIA 0014 00691 126006 Na Na 5*06 291166 90006 WA 448 06 580 7 161462 001 162062 701 5206 1-W 2/062 580 64006 w3. 16466 14M 28080 303 66 a0366 WA 104 1nai 816488 .29162 ' 160 WA 78060 O WA 14016 56262 26406 86206 7 62 286462 Nu 660 044 16206 WA 56A NOT& FOR THE OFFSET CLB6, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD C.P FIGURE 1: • O • Q °*RUBE FIGURE 4: • • :WORE 2: • • ANGLE CLIP MUST BE USED IN PAB48. FIGURE 6: 0 • FIGURE 8: 501 NtA 664 06 MA 1R70wd 61088161 6198110 170816(6 8667 047 054 0.024 1.32' 1577 Owe mb0, 625162 420 WOK 66816 112006 6620• I:Y]^91 06 160 T i 11 71106 103 06 210 06 180101 66006 691 06 47056 Wtel 912 Stem 881698057 CIRCA VALUES ARE USED WOE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: ) X \ ANCHOR CAP..,,,224) ANCHOR CAP.,. !MILLION CAP..om USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRE)* CORRESPONDING TOAN ACTUAL PRESSURE RESIT FOR TM °PENBIG. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHAM MAY BE USED TO QUALIFY ADDITIONAL ANCOR OPTS FROM THE MOM CAPACITY TABLE. }ARE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND steer 22 FOR BATON ON LOWDr6G. SEE SHEETS 24 FOR GENERAL INSTALLATION METE& 2) LITEAR INTERPOLATION BETWEEN MULL LENGTHS ANCOR OPENING WIDTHS E ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1820. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED tOLEB. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DEENSIONS SHOWN ON SHEETS 1820. 4) SUBSTRATES: CONcRE7E SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CAN) SHALL CONFORM TO *SIM C480. WOOD SHALL BE PRESSURE-TREATED YELLOW 801.210483131 6753419 365731431 80 067 0.55. ALUMINUM BH*U.888083.15ANDBEAM11IIMUM OF .128° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' MCC (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 126° mia MID A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1' X 278 X 5•' 64A.U044 pine n1 8s !! TABLE BA Mallon Co eab* Table (belt) 1' x 8.14!' x Tub* MeA Openbg Width (ix =Ma* or 0peabg He41htibr horbora1566pvobp mesons) 000* 0011 704. 0010 1000 1001 1200* 14041 10001 R 114' Mao1406a011 10000194 Lamm 144340168 14014 T4417e64 14460 11410344 10160 Trs5TAap. 163613 R Loring 7/0715670 145334 644//100 r 146120 7877244 LoWn6 Reat033 i L5531/0 T4141614 Is10 4/0 Were 1334340 484ar0 Ra46niew 44600 146940. Lary R401r00fr Lamr0 7•8/0044 L9/69 11 IA1 II 1111111111li11li11ll11li11li11li11hJflllflil11li11lJ11IJ11li11llIIII 111 4526 III 150*' III 1910' III r III 1416 III 14144 111 1414 III 1445' hhI 04670843 III 300 III 46066 III .1844 24 hI 200 On L. 740100 III 664 Os III 39544 hg 4 7�t A i 4411 170.0 070 1740 .490 170.0 744 170.0 470 170.0 600 1760 695 1740 W4 1700 510 1740 1115 170.0 641 170.0 1340 1700 861 170.0 488 1710 621 170.0 `1156 1760 641 1634 1007 1700 841 4800 ' 1700 708 1700 424 1701 000 1740 004 1700 595 5700 630 170.0 1134 1700 001 1320 1475 170.0 677 170.0 1417 170.0 800 15/.7 1677 170.0 WO 136.1 1677 1700 000 1162 1017 1760 000 88116 0.r 170.0 747 170.0 709 170.0 959 1740 091 1700 1040 1740 081 1760 1195 170.0 743 1740 Isle 1750 747 1700 1401 1700 766 141.7 1403 1740 750 121.5 1 1700 7e6 1055 406 170.0 756 440* 1760 7W 1700 613 1704 We 1700 001 1704 1116 770.0 764 470.0 9416 170.0 WO 1011 1401 170.5 957 1465 '1001 170.0 950 124.0 1401 170.0 081 148 1401 1740 001 95.4 1401 1160 681 GO In 140 803 1750 751 170.0 1063 170.0 795 1058 1160 1760 958 1357 1155 167.0 We 1283 1150 108.6 017 111.0 1510 140.7 010 526 1155 144.0 B95 753 1160 144.5 43 054 1156 144.0 956 690* 1700 810 1760 740 7000 1049 1700 850 137.0 1040 1046 OLIO 1108 1018 141.7 810 1085 1019 1950 890 858 1049 M6 WO 768 1045 1159 820 056 1010 1159 619 00.9 1010 1158 018 OOh 1650 956 1740 769 1360 900. 151.3 ON 1141 865 124.7 780 1042 ® 121.4 776 628 WO 112.6 786 084 060 108.4 767 660 095 960 746 016 966 07 746 621 956 47 740 72217 1986 003 1040 957 107.0 OW 114.0 OW 915 WS 101.1 e70 663 895 91.2 895 71.4 OW 886 649 642 003 70.0 942 635 803 782 644 46.9 895 088 WO '40,1 OW 047 617 70 h 1062 721 114.1 WS 91.0 721 41.0 610 78.0 741 851 006 66.5 721 760 603 017 771 761 086 s48 741 654 570 45.5 721 ' M.4 595 W0 721 050 004 34.1 721 811 053 76In 101.0 004 1064 959 84.3 954 95.4 eW 77.2 864 704 670 081 084 70.4 5W 601 084 044 500 2615 034 519 951 421 604 041 641 38.1 654 07.0 WI 515 004 660 634 950* We 614 95.9 466 046 614 5/.5 446 47.0 514 860 440 41.1 514 44.8 433 308 014 40.6 40 879 014 VA 421 174 644 380 412 286 514 30.4 495 215 60* WO 495 W In 642 462 067 404 462 463 47.0 395 47 495 40.9 860 380 452 354 344 30.1 44 706 370 47.1 459 103 958 226 402 315 958 164 452 242 350 169 487 95.8 WI 1060* 361 35/ 349 373 31.7 34 4.7 317 37.2 367 214 312 289 367 232 306 21.1 995 227 895 18.0. 367 20.6 959 159 395 140 953 186 35/ 16.2 495 .11.9 595 16.0 253 111 h 331 380 388 308 402 338 41 801 250 958 35.1 We 21.9 335 781 76 160 395 268 MS 174 810 160 954 145 338 146 275 135 336 14.8 273 11.0 ..336 Me 289 12011 37.7 265 252 373 95.1 288 24.7 269 168 209 245 WO 17.8 295 151 .257 144 WB 10.3 240 15.9 295 149 219 115 200 12.6 240 OA 288 114 200 57 WO 104 232 TABLE ES Anchor Copeck Table (gos) Anchor CIDRa s 8103046. 2740014014 3644 66115. 14464612411 0041311 PT Woo! 36714 -011044014. &1B Eloo moan 1446bo0288507 11116 Wm we6nn ON@'EN0 U41m1 114' Mao1406a011 1/'88 E1e Ag74Cit ONO'Mao team 16 86 054 AOVSOehr CO 0tam Kew 536) K2 Mad 6004(46) 811 Bhel ecaro05) Et 40130594 04 1' 243' 9• 2107 3440' A 2412' P 214' r 3408 r 443 054' 4526 840764 OW 150*' 4.316 1910' 144" r 1416 1416 1414' 14144 1-137 1414 r 1445' 1418' 04670843 3-006440 x470 Mt. 04/5.4623 2130 .1 300 950076 46066 69504 .1844 24 27014 200 On 35414 740100 41351134 664 Os 110214 39544 42004 895044 4At.h4e 401.17 M4.0.0l 8 04030 740571: 40014 74066 WA WA N/A NA ; WOK WA WA NA WA WA X14 64004 112066 444 I 4 r Mn. 0.0.3 06 30 4100 136p44193r 70016 78014 WO Ow 164414 169514 3196 r me es WA 70066 03014 9001. 236414 66214 6441 112014 34 64ws ® 646 663 0.6 /1.1.010, kW 1/W Alum (04.4X 448► NIA NIA wA WA WA - WA WA 295E NIA WA NIA N1/ NIA 107416 1MO7m454117 INN 71 18566 19566 22014 44514 872 194 18566 14066 17766 37066 23416 33216 95714 WI Os 21066 20066 2 Aro644 0) 1.16 Mtn.0.Q. / 043116 Ka. 71 24116 350 14 NIA WA . NIA WA 19066 WA WA NIA WA NIA We Os 42066 6900. TE FOR THE OFFSET CLIP, USE TFE SAME ANCHOR PATTERN /WD ANCHOR YALl�B AS THE STANCARD CUP. IGURE 1: 2: TABLE NO • 0 0 • FIGURE 3; • • FIGURE • • • • • ANGLE cUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 8: 0 • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ) x ANCHOR CAP.,a �.I ANCHOR CAP.,.. %MULLION CAP....." USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QU UFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) 8EU�T 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 006 LOADING. SEE 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIEL5 FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.24 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. FOLLOW AND GROUT - FILLED C0NCRE1 BL0CX UNIT (CMU) SHALL CONFORM TO ASTM 0-8 00 0. W0 SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.88. ALUMINUM SHALL BE S08346 AND BE A MINIMUM OF .125' STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' MCI( (18 GAUGE). STRUCTURAL STEEL TO BE AT THE .1 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 3.1 1+1.000'1 1'x3.128'XJrMUU.ION (1•YF MULLION) g 1 g, cj 3 w 3 1 TABLE 6A 1 x40.128 Akira. Tubs Mutton 000, 0051 Mullion Capacity Table (tbafll) Openbi Width (for vericaMY mtr19 maws) or Opening HelLbt trot tmrlsmd0Aiwpamiin840000D) 70N BON 8051 tab 15051 40wr•41f 1••00044 Raa n i. Magna.* 64051540. T144/231,4 40144444 714,2416 Raalaop 0 1316/1M0 R•61414N, W54,41. RrLpdr TrMiT44,4 Ne Laeaap UMW laden 101040 Mors L0.000 LetlOp Lad19 L6147 104144 14403 44413‘ Laadr• theft 404.70 TAHITI hi 111111 III IIialILI III III IOW PIP 111111 fJnif ;Jfdlidli JI JIIIII11111111 Jfi ... 170.0 619 1700 1110 1700 401 170.0 1240 170.. 621 1700 1488 170.0 021 146. 1r4w08� 170.0 071 127.6 1069 170.0 681 cm 1700 190.0 624 170.0 86!0 1750 Eyi m 888 m 680 170.0 1169 170.4 12711 170.0 677 m 1803 ===IM 170.0 WO cap 170.0 610 ra 1303 170.0 !I =M= 603 =M 170.0 8.6!�1 m 1040 170.0 170.0 m= 723 = 1238 m 740 140.6 1266 1700E ® =m0. =m�M.}. M 1232 1703 E 7'� =m±!� 088 ®m 1760 1118 170.0 Mw�m® 170.0 l ASIA M 170.0 D =EO 170.0 E 102e 1168 170.0 E�0 1168 170.0 MID 1166 =E2 WM 1760 616 170.0 EL4i 108.7 1042 1760 1+0!42� 101.1 E*iiwRm 1041 �m 40'1 1042 1962 +� m 1760 880 =D =D 1630 D =D I J 1 832 100.8 612 1..7 1a0 ® 804 612 1054©® 1•q 100.1E M 1042 =12 4061 8q 176001370M=M '�. 94r '• 108,4 �ry+�� ®� �� ®� ©� i�" E.r7EMMIME E� 1057 7+3+8� 0.r 0 727 858 647 M!!�E IMMM.�aEw �IM ep ME 1 ®m " ® 767 1188 661 = 722 070 D 9060 761 CDii'ie4C]m 810 DD 670E m 670 alM=DCE EL M 3.6E ®E9 mIE7 ®DDM V2A 612 Op 460 E' pp 61.6 pppp 400 670 p 652 MME7t37 4 DEIEJEIE3E]E!IEI EEO 718 BEIN EIEBE EISEEEN8S8EISEREISEBBRBS8BEI MN ,2051 MINYINPINANNINPINIIIIENBAIII 11451 no 211 n0. 1t. tw14 1807* M36/M14 11031m M/M4 141,30 304080 L0M4 admind 1740 436 1700 744 VOA 470 170.0 408 170.0 606 17.0 ELAM N 54 61 TABLE 6B AnchorC9p PAM= 2 An000a ® 476' Mb Blatant 275 Orono Author Capacity Table (Aba) 615. Eke Mem6 ltlba400! Red CM PTINtad Meni An.Mtypo Edge 81034x.44 Embedment pat 5454 /8 aadnd 00p34g. 1 w23 4 Ant= ® 2211 Ian 5454 / 8244 4 434 (F2 ax 0 Ann an 491.1r 5165 0.0. IStmdrd Gn (R0. 4t 4 Amato ®7 rah 0.a 1p) 24Angle M61 Mg.18 60.044642 7Laa Oa 18)0.,5 A4b 4940. 0'626t 4 Ambers 4 0.45 Ma 0.a /49p 7740 106'A403 60121 2Aam•a C a.2L7Ia6 0.G 1 FOR 4051.81 4 Ailda¢ 191.16°61.0.0 I 40119 Witt. 4 308 Eke W6amn 1 1.314' 3604 700 4 2117 WEN* VW Wee 1!4' Eno Mow 14,41 3004 1' 1461' 4004 2139 1414' 8104 3402 7 10444 1' 1.114' 27060. 2.117 1' 1.404' 3644 213' UP 38 Eno Anneakr 2' woo Elsa them 2718' 140 86 Elm 0640 ablor r 610 Wattl Bawl (GM 0.48' 0128nad Um On) 0.14' *00 Stud Saa•836) 6624' 7004 6W4 14104 0124 1.174' 2604 6604 WA 1-1AP 7404 1.114' 4054 4114' 484 7 11614 1-006' WO AS 13ge 4204 Nee ade4) BW 4 0804 1444 WA 67* 744 6104 Nbe 1614 WA 6624 8144 11204 760 as 11704 7104 11704 644 14004 17104 2340 4 82504 28444 644 OW No 601 660 WA 76A 13044 10404 22404 6104 7064 14614 6904 13284 28044 6324 8404 11204 WA 3604 6+A 3604 67* 244 7064 NIA 4704 0147* WA WA rw wA WA 614 14324 480 4 74 NA% 700 684 WA 6404 WA 11404 1404 4 13204 36404 0704 15004 1100 0. 2604 6104 WA 0104 04 440 4 001, 3764 4204 6504 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 6: • • FIGURE 2: 1 • FIGURE 3: 111 FIGURE R • • • ANGLE CLIP (FIGURES 688) MUST BE USED IN PAIRS. FIGURE 4 • • • FIGURE 8 FIGURE 9: FIGURE 7: WA WA WA 6324 8404 11504 ANCHOR CAPACITY ADJUSTMENT FORMULA4 (16..) X \ ANCHOR CAP' __ • ANCHOR CAP.,., MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THIN THE MULLION CAPACITY (FROM THE TABLE) OP THE SELECTED MULLION. IT WBL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY 8E U8EDT0 QUALIFY ADDfONAL ANCHOR OPTIONS FROM TIE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMOR OPENING WIDTIe 80 NAMABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE MEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLE8. HOLES MAY BE DRILLED 64 THE FOLD FOLLOWING DIMENSION SHOWN ON SHEETS 18&20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ABTM C-00. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 80OF0. 68. ALUMINUM SHALL SE8083- T6ANDBE AMINIMUM OF.12b' THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046° T141CK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .123` THICK AND AS8. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SORREW THREALIS BEYOND THE MATERU1t. "1 1.000' F" L 1 1 J PRODUCTREVINNO on comp!*it3 with toFlmile Illaktitly Cade AmpliOm No S9 `'O 1y': a HS It TABLE 7A 1242.370 Alum. Tuba X011 Oh Oh Mullion Capacity Table (h1a)d2) °panbtp Wbtth (for oa0cal0 apanNa6 9240912) or°psub1? Height (for hoti90nf4.opa701r® nacre) 7019 Ole 0019 10001 120 19 14011 160 13 7227 064t89 Reatimular LosOlna 722 1324919 5- 424989 704804069. 1 1400 T 2002 •- Weep 11400922 L29102 14290726. lading 120812 Lasche 1 11 g 11 !I 11 1 11 1 11 1 1 11 x g kk i1 d 11 11 11 # g 1d 1 !fig 11 1 1 11 dg d 1 11 if 11 419 170.0 170.9 484 170.0 170.0 476 170.6 008 170.0 600 170.2 690 770.0 510 170.0 1110 170.0 01 1700 184* 170.0 521 1700 1400 170.0 01 170.6 621 401n 170.0 706 1700 601 1700 80 170.0 6700 008 170.0 1700 1170 1706 • 1704 1275 170.0 07 170.0 1417 1700 800 1700 170 110.9 680 1700 170.0 041019 170.6 747 1700 1704 80 1704 01 1740 1040 170.0 664 1700 1166 1704 m 1700 1046 1104 747 170.0 104 0704 70 170.0 1783 170.0 766 778.0 6419 170.0 797 170.0 610 1700 1700 001 170.0 1115 1700 784. 1700 1678 170.0 1700 1434 1700 01 170.0 1004 1700 806 WW1 1700 170.0 881 137.7 120.0 170.0 Oh 1700 170.0 701 1700 100 1700 787 170.0 1240 1700 075 1700 1417 1700 1884 1700 680 108 1619 two 1038 1864 1610 170.0 106 111.0 67.2 019 1700 60 1700 74 1116 170.0 800 1704 1009 170.0 040 170.0 140 1700 1010 1827 1649 170.0 t076 141.0 1618 1704 1180 1173 1843 1918 1186 1007 001 1700 1174 1700 70 1060 110 1700 903 1700 1664 1740 0066 100.6 1473 '1100 100 1426 1472 108.0 1110 1348 1471 104 1160 107.1 .102 1473 1198 81.0 1478 7219 1704 1700 976 VOA 1970 170.0 104 1610 1662 1101 1320 1610 1494 1069 1173 1020 1873 taw 1390 1060 100 800 1610 117.0 1004 NM 1013 784 1704 1110 1700 6a 14.0 1104 1514 1020 1903 144 106.6 964 1162 1184 10.7 976 007 1104 1153 064 603 1184 1074 02 744 1184 974 80 7819 166.1 1124 1700 911 1304 1194 147.0 60 1166 1124 1956 047 1124 1154 081 99.6 1124 108.6 805 064 1164 066 900 662 1104 840 OA SA 01.9 VI a0 106.1 111.6 713 001 544 133 70 772 044 101 724 623 644 73.6 710 0.1 644 684 70 584 61.4 60 40.0 844 844 078 MA 47.7 019 04.1 140 01.0 00 74.2 741 77.3 666 748 01 641 80:7 742 134 401 03 747 61.1 443 70 403 614 67.1 749 44 m0 MA 1084 • 0.8 01 659 030 121 4" 058 681 44.7 00 406 613 00.1 41.4 806 1ma 4" 373 40 813 80 849 499 021 108 *9 0/ VAS 11101 0.3 4" 0.5 003 48.0 05 48.5 412 60 49.0 487 0.0 80 0.0 40 8'10 aO 842 495 688 81.3 407 94.0 80 0..1 487 11015 455 475 48.4 488 80.0 478 00 498 856 475 33.7 420 0.5 470 964 414 923 476 255 409 96.8 464 10.0 475 91.1 884 14.3 1441n 20.4 634 92.7 29.0 810 224 301 330 196 .7 10.5 806 174 968 TABLE TB Amax CM Patte02 Edge worm PC 220100 003 Auctas 4.717' 002 0.C. / SWAM MAMA 1223 271 Om* Anchor Matacalp Table Wm) 30 420 22028 461U WM OM FTWood 11100 Maxon Mr lam WM NM 110/242 134* 22411032 114' 88 Elm NW END VC 10 Wm 120 802 1112 Stool 8242 931N 8822 005) 48224 G 1.1r 02 / 0.22.0219 PM 43 sour OAP . 390 944 Mar 170 02 PH Ss 40 Os OW 02 imr 326 0 041 204) Ne 1410 02 273 Os WA wA 052 02 840 On WA NA WA NA NA We 10 44020 0.45 MA OA t MAIO 104.022. (RN 73 web 040 Pt- 0388 lb 860 Ns 70 ma 936 20 HSI as tia 1140 0 104 10 1920 114 478 12 GM WI 1680 02 1200225 012r VA 2.4. 171247 099 83 WA WA NA NA NA NA 1482 Ma 40 Pa 300 Es Wo Its 00 02 420 he 00 lie WA NA 00 Ps WA WA NA WA 1100 Ms NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: FIGURE 5: FIGURE t FIGURE 3: FIGURE 0: ANGLE CLIP (FIGURES &WE MUST BE USED IN PAIRS. • • FIGURE & FIGURE it 11 FIGURE 7: 11 ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE *Amiga CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUC44. IT WILL YIELD A MINIMAL ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM ME ANCHOR CAPACITY TABLE BIELNELEt 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS ALLOLOBLE 9) MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALI. !BULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FELD FOLLOWING DIMENSIONS SHOWN ON MEETS 18-20. 4) SUBSTRATES: CONCRETE MALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE KOCK UNIT (CND) SHALL CONFORM TO MTN C43. WOOD SHALL SE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF &M. ALUMINUM SHALL SE EINI345 AND BE A MINIMUM OF .1215* THICK. STEEL STLES TO BEA MINIACJM GRADE 33 AND .048* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12r THICK FAO AWL AU.ANCHORB INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL Ohl 0202410 2019220221 1121002 Coda I,YNAL 4,14 ckat'in FL P./El/1E705 TABLE 8A 1.25 s 3,15°5 .288° Alum Tube Mull MuiSOa Ca*a68y Table Shah Ornhie WW2 LMp 200012)mOpe1511gWW2 (for hoaaa 5n67pmU8W0) 004 004 704 1262212 122 0063 204 1004 1704 3102 10063 R *Wady 424 170.0 840 11.0 121 1 1' 111 170.0 744 11 1740 47 1780 606 Thist2662. . > 14 •7 12ollOW6 366151210 1207200. *OM *OM 1416310 400 * Mp 264 7 4 4315 L :L 87 Lolmo 11 11 11 11 221 II 11 11 11 II 11 II 11 II 11 11 /1111111 11 II 270.0 492 170.0 519 170.0 1116 170.0 621 124 1780 071 1780 170.0 175.0 621 170.0 1706 40 170.0 170.0 024 1700 570 1700 484 1780 170.0 600 170.0 117 170.0 081 1750 1276 1740 e77 770.0 0447 170.0 680 1542 1645 1780 450 1027 164 508224 471 704 864 170.0 1700 170.0 1700 747 787 800 WO 170.0 170.0 170.0 1700 012 701 748 170.0 170.0 1704 18.1 600 WO 1069 1061 170.0 1700 1704 170.0 011 661 TW 1700 1700 1689 1673 104 1110 1100 1001 170.0 1710 170.0 110.9 084 764 87 270.0 1700 32.0 1170 11* 1166 548 170.1 1031 1780 170.0 187.4 1420 728 003 847 170.0 103.1 1286 1087 1345 1076 1166 1061 170.0 170.0 1880 747 8W 019 470 4489 1112 140 7 17.0 1328 807 W1 107 1168 1101 1780 960.0 187.7 768 666 012 620 1602 122.8 02.7 261 1421 1378 1166 1031 1700 2702 150 119.8 764 861 805 4* 110.0 4006 70.4 WO 1463 1476 1188 1481 104 704 70 4 70 63 904 1021 1267 100.4 101.2 560 687 004 702 086 518 170.0 1362 414.4 106.2 560 769 403 430 410 421 1883 107.3 01.2 54.4 84.9 057 804 792 WO 816 151.6 1162 872 690 67.6 006 484 016 608 440 110.4 91.0 762 723 47.1 877 1840 804 101.3 722 108 633' 78.8 816 50.1 790 071 510 877 1044 8114 684 63.0 441 413 007 004 748 876 5116 121.5 91.4 707 7.5 44.7 777 600 628 434 220 714 829 223 WO 087 554 722 618 112.5 64.1 705 04.0 4611 710 060 WO 425 686 644 54.7 50.5 63.0 42 634 707 44 616 103e we 63.6 661 *4 700 643 610 w 890 685 40.5 422 987 804 522 876 1000 723 882 583 760 23 270 643 067 460 281 363 422 472 5116 87.1 413 2166 887 004 787 687 015 170.0 021 161.6 170 170.0 001 170.0 690 1141 1648 1704 WO 170 765 104.4 1700 170.0 700 1780 601 91.7 1570 170.0 861 144.8 900 106 1705 1442 WO 1141 091 W.0 1051 119.1 621 985 748 623 22 089 740 e06 548 403 804 00.6 629 70.7 887 843 722 863 064 01.4 877 31.5 460 707 660 966 487 940 010 281 494 0663 1210 66.5 361 387 665 =0 404 83 483 51.6 463 321 47.1 320 307 010 210 273 463 387 41.0 10.4 381 313 325 530 487 387 264 034 587 387 363 21.2 403 32 038 727 670 004 272 181 487 387 218 874 900 229 169 463 887 90.6 45.0 287 13 184 463 24.3 350 172 87.5 4* 11163 880 303 213 339 30.1 301 481 035 26.1 220 330 23.2 287 *1 4* 965 AO 4* *1 221 1104 57.5 960 283 874 332 WO 938 250 189 4* 20.0 238 17.4 720 103 287 034 400 19.4 310 1444 3.1 301 13 105 TABLE 88 Anchor C6p PaM61o9 820426 2160.287 Mawr Capsay Table (1158) 022. 1400049041 MOW= P7M4e0 Bdi 40321305 212131904 016605 1P Boo 1Wa5 Ot4^ Mao 459.02 3/16. We Wm6 1K' 82016221 4 *whoa 24.7e Ow Mum 12 00262650$ ten 60. / 8202442910 Po 12 4Mama 50 610.1116 OW t 8428154 4 23 01_25 •AOA=661718n OA /04260WO=PI 07135 4 Ammr4000.4V 24. 0.6 MOW tvb 54856 6( 1 45 moot Pao e5 2 AKA= 401.1 *105476 t1 010. 65 17 1474 30050 2631!° 624. 39010 1' 5110 1 5115? P 2.148 114 88 ®0 Pin 2' 68 0802 098790 170 88®00 1,9322,1x 110 Wel 800ws (tom 6148.011 8056004 512825 3217030 Sue 2 6qr 0.517 4858. 70395 144 40060 788 1.94 0878. WA 17 104402 4* 1.149' 2708. 1.151 210 Its 1448 304112 1444 WO R7 14114 40480 4-147 66402 e 118488 141* OW Its 1.181 47165 Ow 9504) WO64 -740 688 636* 38027 70011 550 26564 WA 105064 744 44868. WA 6456 WA 00064 4* WA T 581 7006= 62110 N0. titA 9878. 122 350005 84864 8@10» 510 64087 1122101 11464 100 10 vat 64 946151 62A WA WA 69A W1 6OA 144806 248. 2508. 44501 NW 1 NI 692106 10101 1480► 17764 37066 23664 331202 00164 163 06 21064 22001 NM 19064 NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN *NDANCHOR VALUES AS THE STANDARD CLW FIGURE 1: 0 0 FIGURE 4: • • • • FIGURE 6: 0 ft FIGURE 6: • ANGLE CUP MUST 8E USED IN PAIRS. WA WA 591 WA WA 320.0 42064 05064 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X t ANCHOR CAP.,.,.,,..\ .ANCHOR MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR iOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORME OPENING, WHEN IT 18 LOWER THAN THE MULLEIN CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MBA ANCWEI CAPACITY WHICH MAY 88 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TA0*E NOTE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TAMES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 244 FOR GENERAL MALL/6110N OWTH00S. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE 2001 TO SCALE. FOR EXACT DIMENSIONS. 8E8 SHEETS 18-20. ALL MULLION CUPS MAY SE FACTORY MACIIINED AND CIOt48TA04 UNUSED HIES. HOLES MAY BE DRBIED W THE FELD FOLLOWING DIMENSIONS KNOWN ON SHEETS 111.20. 4) SUBSTRATES: CONCRETE TE SHALL CONFORM TO *CI 301 SPECIFICATIONS. HOLLOW AND GROUT- FIU.ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-80. WOOD SHALL ES PRESSURE- TREATED YELLOW SOUTHERN PINE WI THAM 8G OF OA. ALUMINUM SHALL. BS 81183-15 AND SEAMNNIUM OF .125' THICK STEEL ST 28 TO 458 AMIN3MUMGR15$3E 33150427 .045' THICK (18 GAUCi8). STRUCTURAL STEEL TO BE AT LEAST .15` THICK AND A36. AU. ANCHORS 3 2PT0 METAL SHAD. EXTEND AT LEAST 3 SCREW THE BEYOND THE MATERIAL H- 1.280' -71 6 N 1 1 L A A 11 M 0o moPl3kg F�rMa X74 i,,!' r.3 %ii//JU, i t11VII'III II" ♦ ♦1` •( 4TNry 4 *:' No. 88705 • TABLE 9A 2x 4x .26 Akun. Tub* M14I500 42 10 4010 cam 4 44 304 054 464 72 4 754 7015 0 b 04 1010 111 6 1704 8010 450 170.0 1709 1720 1710 170.0 1700 170.0 1700 1700 170.0 1720 147.4 1058 25.4 781 62* 700 747 757 46 170.0 1720 1710 170.0 1700 1401 824 803 819 701 748 1h 11 Imo 1720 100 Imo 1710 744 060 890 905 1005 72441 04 ►800• 1i it if 170.0 1700 1700 1700 170.0 4772 804 831 797 170.0 100 170.0 1710 1700 170.0 72 94 392 1040 1110 0263 1902 Mauro CaP$01 Y Table (tlq/Rt) GwnMgI NN&Oarmudaa + mama) •rop.nIogHe Ott (for 1 91211 apanr mutate) • b 894 170.0 1700 1710 1704 03 090 684 744 2oof.e 634 004 170.0 997 170.0 1195 1M9 1185 170.0 1275 1700 170.0 1700 1701 810 170.0 981 1710 722 1720 8* 1704 1110 1275 1545 1434 1700 170.0 1700 014 077 747 057 100 170.0 1700 1720 1263 1417 140 104 1710 1700 1400 1700 120 498 70 445 1710 170.0 1700 170.0 h 1185 1700 1790 1918 1h 950 170.0 756 170.0 801 140 4 1404 1710 1710 1700 170.0 1780 1980 2072 2251 170.0 5700 1700 1700 5221 40 750 061 1700 170.0 170.0 170.0 1983 307 2851 170.0 170.0 1701 1700 621 We 766 601 030 074 170.0 170.0 789 170.0 170.0 1118 1189 1276 170.0 1710 104 80 170.0 979 170.0 1704 1417 170.5 1488 1700 1720 004 1700 1010 1720 1694 1873 170.0 1700 1700 1771 070 170.0 140 1720 1700 1093 1122 1701 2125 1710 201 170.0 005 1710 tie 1720 270 1710 180.7 9888 1700 1063 071 1400 148.9 170.0 1710 060 1571 1099 1122 101 1520 1575 979 919 786 170.0 1720 170.0 006 1051 57.8 75.8 078 557 957 1140 106 877 00 1720 170.0 100 149.1 1220 860 79.8 184 141 140 1575 471 915 170.0 1704 084 157.8 89.0 46 1710 1984 000 000 1110 1215 1079 052 010 1700 1468 1700 100 1982 1198 170.0 1688 170.0 1760 1720 1700 1088 1700 1298 1710 1725 015 1710 1188 1701 13101 1700 1740 1548 1072 170.0 1310 234 170.0 1387 1400 3104 1700 1275 1720 1440 161.9 2457 1720 1260 214 1715 1980 1698 1920 1022 514 5720 1285 1720 1580 1700 170.0 127.5 1058 74.0 851 710 020 759 00.0 70 14419 457 46 44.2 84 380 540 57.0 40 TABLE SB 050 31.2 1670 1811 1808 1x45 071 019 750 1700 1710 1360 111.2 Ira 716 66.8 1205 1980 114 1001 48 00 80 44 1720 174 100 147 111.0 1808 229 ,1774.7 191 1701 170.0 171.5 859 66.4 875 1677 108 1175 1044 097 74 1801 1827 9E4 814 57.5 88.0 1089 141 140 120 971 919 1700 1700 1102 029 816 727 1491 1474 1197 1020 We 74 1408 157.4 558 73.7 01.5 47.7 1088 141 160 971 519 170.0 051 01.8 884 88.6 816 1805 000 1147 1010 810 774 1255 1148 744 41.4 45.1 302 1560 1081 1396 120 071 019 014 1840 147.3 1478 59.8 1127 773 03 400 70 44.8 768 116.1 02 050 527 570 4.1 1080 1861 1306 170 871 810 140 1020 890 659 44.0 402 1888 1440 104 077 782 747 020 886 660 421 124 286 1080 1981 120 1279 571 50 182.7 1076 720 001 426 1.1 1031 1464 106 087 714 762 47.2 70 27.8 618 40.4 00 414 788 44.4 577 A.7 70 10.8 80 310 70 340 568 WA 70 31.0 41 750 04 04 314 010 401 24.3 03 479 21.0 474 102 845 108 40 18.6 848 17.2 40 13.7 40 440 Ar10h7*Ca • 70 .000.1006: 8� 160ps 814' Woo Uer800 188' *00Woo* 440008926 Um OA /40906020(24 Mahon 01.7/• 46= Q.C. /0426006p 44000 W0'6020.0./CO285A* MN P s o 845100400' 602 OA/()284420179 V86 �. 5Am10r4 ®1.0'90 111.1 04216 00010'.0501. ¢74' a 41400 0.04. 10. QQ / um; 0410°4570 lRF 2Am= 2.94t$O O.C.1p. 093. )' 420361 48 1.71" 1E2 06 / 40214(ES 390 740 In 0890 70090 11700 WA WA 8706 bs 2.02' 1.676° 1• 0064 75500 0090 117044 7710 37A 87020 02020 WA 31600 340 N 2410 14(4 146826 1{400 WA 146106 WA WA 106x0 14006 831000 2aµ20 PIA WA WA WA Tibia O ) aka SHB E445tAh4b1 17 144' IPA NIA 74506 71206 WA _ 77100 96390 27000 241• 1.188 0000 70710 500 125 174 560100** 1!4'88 Bur 84'18' Hb0 Assuallor 1910100 1• 1.114• WA WA 7402 411 ' 1-344 005408 7090 70461 z 1414' 201 6381 Webs $.007 1-1(47 ::. to Webs Pbt KO lb* F008 CA81 10488 .0951004010 •30 .w 40110 WA NA WA WA 070 040bs 10410 1320 On !Y 60* 700 WA WA NG3 23606 2a 6301 WA 34802 WA 44000 85008 48800 440 50 WA 0280 04003 WA 073 • 1200156 238450 0202 84206 0001t0 57006 08000 WA NA WA WA NA WA WA 801121 42064 118703 87000 42000 11020 1500 M 1125 to 030 64 4906 489 bs FIGURE 1: FIGURE & FIGURE 2: FIGURE 3: FIGURE 8: FIGURE 7: FIGURE & FIGURE 9 FIGURE 10• ICI 11 FIGURE 4: 1 • • • ANGLE CUP (FIGURES NB) MUST BE USED IN PAUE. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA; (112 X ( ANCHOR OAP._,..\ =ANCHOR CAP. r MULLION CAP......, USE THIS FORMULA TO 087.004 1158 '*74000070 CAPACITY REQUIRED' CORRESPONEXN0 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MU LLEK ST WEL YIELD A MINDSIM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) UNBAR INTERPOLATION BETWEEN MUU. LENGTHS AMOR OPENING WIDTHS M ALLOWABLE. 3) MULLION AND 9000.5063 CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOES. HOLES MAY RE DRILLED IN THE FELD F0LLOWWG DIMENSIONS SHOWN ON BHEET8 1840. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANC. GROUT-MUM) CONCRETE BLOCK UNIT (CMU) SHIM CONFORM TO ABTN 080. WOOD 89040. BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN S0 OF 0.88. ALUMINUM SHALL BE 8083.76 AND BE A ANNUM OF .125' THICit. STEEL STUDS TO BE ANNUM GRADE &LAND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO DE AT LEAST .126' TRH!( AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ) 4 complying taewltb A99cp1mceNo /!■ . rx4•x .2r. 22211021 LYNN 04 `�� fir• aG16N3••vf' *i * ; Nu. 88708 it ti s 'i T� •. FLONOP'.. ..(12. A. LYWNMILLVA. P.E FL P.8.888708 TABLE 10A 813141W Gaped Table (70.776 208x.28 Alum. Tube MA= FMB SEIM 077007607440107072 =IMO orCWenIngHaip7Q(Tor hodzonlatrapanrkg nIQae) nn 001 70 4 51b 004 1518 1701 14010 15101 R•d1i90i01 1 42 G1 400 50.025 01 8401 0001 030* 0631 7701 7401 90 510 170.0 1031 1700 111 N 1710 M IR 1700 14401 126.1 1700 170.0 1700 170.0 1700 170.0 1700 1710 1M0 1700 7710 709 141 707 836 100 974 1000 1197 1161 1070 1710 1710 T�Nv 1.0411 1 1700 470 170.0 04 1710 155 1700 012 170.0 101 1710 745 1700 703 1710 17* 1100 912 1144 1 1700 170.0 1M0 170.0 1700 1700 1700 1700 1700 170.0 1700 1 Wee dg 40 584 031 eat 7W m) KO 150 7010 1116 180 1 1100 170.0 1700 1100 1760 1760 1760 170.0 1700 1760 1760 1 1704 1700 +702 1700 1700 1710 1700 1700 1700 1700 170.0 1 600 022 1000 1116 1810 1902 1904 1480 1648 1011 140118 11 000 030 ON 704 WS 00 1007 110 7709 ueo 1410 1100 1710 1710 1710 1710 1700 170.0 1700 1700 1710 1760 Rmt•Ols• d 1700 170.0 1700 1700 1700 1700 170.0 1700 1704 1700 170.0 994 1139 1196 1276 1417 1406 1696 1700 1719 1042 2128 1 1100 1700 1710 1700 1700 1700 1700 1700 1700 170.0 1720 1 001 773 02 144 1011 1000 1070 1972 1169 1 I 1700 1700 1700 170.0 1700 10.0 1700 7760 1700 1704 770.0 g 1115 1778 1815 1434 1154 1870 1763 1013 7018 299 7991 112110108 KKK 1 170A 170.0 110.0 170.0 170.0 170.0 1710 1160 170A 1100 1700 Resstess 1700 170.0 170.0 1100 1700 1700 1700 170.0 1700 1700 170.0 (.031660 1 11 1700 1700 1700 1700 170.0 1700 170o 1700 170.0 1700 -1700 102801617* Limey I I1 170.0 170.0 170.0 170.0 1700 170.0 1700 170.0 1700 1710 170.0 ReatippOst KKK 1 I 1700 1700 1700 1700 1700 170.0 1700 1700 1700 1700 100.0 1700 WOO 1700 1700 1700 1700 170.0 110.0 170.0 1100 1700 Loft I 11010 1700 1700 1700 1700 1760 1100 1110 1710 1740 1660 170.0 110.0 1710 1700 1740 1700 170.0 1700 1160 1110 1100 1417 1710 1292 1700 1700 170.0 1434 1700 1985 170.0 1022 1700 KW 101 170.0 480 1894 1700 9454 1771 1710 1810 104 1200 1440 1700 170.0 170.0 1058 1819 1710 1847 1700 9731 1* 1760 1700 1700 2209 2122 7760 190 1614 2222 1904 1011 144 MI 104 1760 1670 1700 7890 1700 102 1700 7071 1000 1991 1001 2 910. 1407 702 104 1700 :1704 ++0* 1700 7149 141.4 1964 07' 1390 1710 2810 170.0 1002 1700 2893 -1100 1660 9100 170.0 2330 1871 6151 %La ace 1200 3151 10.1 8919 1516 2701 151.6 2107 1001 2982 608 1064 170.0 'C0 1221 728 2771 270* 100 198 1088 2781 161.0 1306 202 148.4 1001 KW 1101 as 1124 607 7163 771* 1615 1851 145.0 2781 140.4 2181 1118 17&1 4184 117 2287 998 1022 22.1 1584 600 1390 10.0 WA 770. 441 2101 1169 2170 116.1 226* 009 1684 407 2284 704 108 780 027 '2781 01 2037 WA 2282 301 1084 1100 10.3 41.4 44,4 710 2070 100 1208 TABLE 10@ An horC9p Patten* Anchor TIM* Ar100r Kw Kama OK 610' 00014/000 r 207 7414' 14507 1/4 E10104049 r 2.vr 1414 1.34° 000 Cosa 0110 000 Mum 2.147 0I' n WW Igo MN= 14 Woo 11400a 11.08*Eloo Qf1W 4190 A>p•B00 latr•m11 r 210' r 2-1507 r 344' 4147 1484 1-14 1414 1.14' 14454' 4158401 212 802 3aaw0TN 80r 048" OA' 1.14' 144' 310x 419802 Sew ON 1301" 151* 1182070 2984370 05a 4000* Kr 510.40. 562010 0 Aram r 1m 0.C. /pad A1d06p 0404 17 Mews 151.5' Qo.its5 15A0y1060411. 4Am00s 1.04'1410. 0.0./ 11404. H1• Or Mm 612.11 II Maas 064 KA 40.5Ud*L100Ur Mm, 9 700 10000 KOOK 064 WA b 10021 21021 N01 WA 05121 130 b 14021 WA INA 160012 212021 9021 0A NM 180621 875100 0* WA WA Nab 101021 w* WA WA 0021 112221 1924 WA WA 1091 164021 1611121 x4 x01 130®0 1072a• WA 501 8021 118040 x44 040. WA 2814 b 47021 160. WA 4742904 1314 b 106621 w* NIA 24061 1600161 2025 00 10A WA 1120®0 2240106 MN b 143221 288421 WA C.I 4Ambin 1.71* 04. i,. 44 (Fb. 33021 70000 944401 WA 48121 00. 110721 00. 42021 slob 8021 115121 FIGURE 1: 111 FIGURE & • • FIGURE x • • FIGURE & FIGURE 6: • • • • FIGURE 4: • • • • FIGURE & FIGURE 7: FIGURE* FIGURE 110 • • • • • • • • • • • • FIGURE 11: ANGLE CUP (HAS S.7) MUST SE USED N FARE. ANCHOR CAPACITY ADJUSTMENT FORMU1As (DI )X ( ' •ANOHQR CAP... MUUJON USE THIS FcR w.ATO OBTAIN TIE *ANCHOR CAPACITY REQUIRED' CORRESPON119413 TO AN ACTUAL PRESSURE REQUIREMENT FOR TI*5 OPENING, WHEN IT E LOWER THWN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL Y1.D A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS *000718: ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTAUAT1ON METHOD. 2) LNEAR NTERPOIATION BETWEEN MULL LENGTHS ANON R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT MEN/WNW SEE MEETS 1820. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNIT HOLES. HOLES MAY BE DRILLED IN THE HBO FOU.OWING DIMENSIONS SHOWN ON SHITS 1820. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO Ad 301 SPECWICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL 88 PRESSURE- TREATED YELLOW SOUTHERN PEE WITH AN SG OF 0.88. ALUMINUM SHALL 82 608348 AND 82 A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 043' THICK(18 GAUGE). STRUCTURAL STEEL 10 BE AT LEAST .128• THICK AND 0.38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL rxrx1r MULLION 1 Q g X 1Q X {Y L 1 PRODUCT RSVISSO es aseptylag legs 1110 Feeds &Waft Cate ANN• TABLE 11A 1.20"x7.11" x .176" Aunt Tube WI 475 40 ammo 1 40in 465 666265 &5 805 685 N5 725 765 668 018 879 40.0 42.7 37.2 260 216 h 683 403 867 310 366 281 313 176 101 70 5 289 132 TABLE 198 1 11 1)73 1060 018 74.1 611 466 864 861 264 23.8 11 124/ 0223. /auto 1 11 066 801 213 406 160 $411 183 40.0 866 *1 419 860 81.0 10.0 213 188 406 818 146,6 61.7 769 649 467 410 70 b d 163.0 Laing 1 11 Mu1Pon Cap.aay Tabto ObsE ) +er*o6y4psm48 a=Dom) or Opening 10924202 �$ !PIP 11 414 00.1 820 1010 411 6001 Potarphr '05911219a. 15594 2143447 munan6) 160 5 Roctompadar 291 261 214 660 40.0 466 189 106 314 664 71.0 67.7 U7 670 004 408 81.4 317 00.1 628 134.1 43.7 406 76.1 282 81.6 666 679 618 467 183 04.6 446 414 318 889 832 U7 118 003 234 101 105 303 213 178 817 266 176 162 26.8 204 181 214 167 114 147 168 131 141 194 213 173 64.7 268 683 8606 438 179 107 142 307 234 814 166 X170 739 213 27.0 173 223 IP 161 168 106 183 174 126 174 170 233 679 668 818 267 434 664 203 213 83.1 411 711 818 466 284 419 838 160 204 24.7 114 21.4 170 168 1' 424 40.1 1611 11 411 14061 Reatavaar Loses 1 11 11 613 831.1 411 1 1 11 46.1 1 11 1341 403 886 318 768 619 464 33A 814 283 249 403 343 209 70.6 403 188 810 766 760 68.8 461 662 814 216 201 84.6 764 761 17.7 408 361 316 26B 264 154 174 234 760 168 224 768 668 461 329 266 314 611 641 101 862 667 248 118 406 002 610 268 766 066 461 329 2N 118 346 201 18.4 234 SILO 183 212 11.7 100 160 211 212 107 161 283 710 166 116 213 210 147 166 130 167 140 182 161 17.0 180 AnaborCapsaby TOR (bs) A2661gr COp Foams Motor 171s Was - - - ^-- stir Rio waxen ve Dos use= awl MM. Mho= 4W0'4;feo4Nrsmo 11.1424230 lir coo mm64 - 174.88831444W851s 742913.9 131.1442 P61410461 14P880m A6092424 P7WXd Iaalit =me 1128511 5942(16) 6202 01244.11 wax Mute 64) Si* r I air 14K 182' r I a17r WY 1-YP S1A• P r { 5118 1.110 1.1M r I alp• 1-12P 1 s ata• a` 646' 63a (am 6664' 4 Malmo Ws. o.c. FIGURE 1: ""5/311,.11.M1 .4.1_711111.11,3118,.. IL EL EL ♦ 174 11_ 1C- 7� 7 ta16' 1aa b64�1. t-- L7C:JL7IC:Z7 11 • • I ANGLE CUP MUST BE USED IN PARS. TABLE NOTE& 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAI. INSTALLATION METHODS. 2) LINEAR INTERPOLATION 8E719E84 MULL LENGTHS ANIXOR OPENING WIDTHS 18 ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIbEN84>1S. SEE SHEETS 1 11-20. ALL MULLION CUPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLE& HIXEE MAY BE DREW) IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) 8UBSTRATE& CONCRETE SHALL CONFORM TO AC( 301 SPECI ICATION8. HOLLOW AND GROUT•FLl.ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM 0.90. WOOD SHALL SE PRESSURE-TREATED THICK. STEEL STUDS TO ABE MINIMUM GRADE 33 AND .04r THICK (IS GAUGE 8TRUA CTURAL STEEL TO SEAT LEAST .128• THICK AND AM ALL ANCHORS INTO METAL SHAD. EXTEND AT LEAST SCREW THREA08 BEYOND THE MATERIAL: ANCHOR CAPACTY ADJUSTMENT FORMULAI (OR„)X ( GCP "} •ANCHOR CAP.,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORREBPONOING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE °PEKING, WHEN IT S LOWER THAN THE MI.LION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAURY ADDITIONAL ANCHOR moms FROM THE ANCISOR CAPACITY TABLE. 126•X2.1PX.125*!SUW N (INTEGRAL FIN MULUON) 1 6 PRODUCT 921V1SED Roddy Assepancs No B TABLE 12A WOW C• 0481 Table 3.2* Se DEG. AL BAY 101144. Op•Nng WSW Wi =WOW or Owning Height((or n69ta45) 502 40 In 702 Roatuncir 16176 1401111103. 04- fiWep Laxic 108.80 v Loa•ne 802 602 1002 12018 1418 132 11.280328 Waft To61101•s Ludri Rwhacuhr 1w>clop TwOdarp. Lading > Loatc 1 413•!01.6. Warp Rodociir WNW Upham IANnp 418 60n 7204 7001 762 6601 002 132 170.0 1740 170.0 1700 1700 1760 1760 140.6 1147 110.0 721 W4 4t7 8136 713 w 767 eee 674 670 760 668 460 697 00.0 170.0 1740 1740 170.0 1700 1700 1465 1261 1108 74.4 61,1 42.6 744 KO 1911 060 1000 1110 1068 610 760 760 133 463 301 1 170.0 170.0 1700 170.0 170.0 1754 100.0 128.0 1064 061 520 812 860 1g 1740 170.0 170.0 170.0 107.0 1802 1300 1003 066 701 614 414 90.0 1' I e® ION 1110 1268 1100 1045 10 760 73 683 405 001 16 WILD 170.0 1740 170.0 1740 6860 1480 1162 W0 042 44A 51.1 1' 600 856 664 761 676 669 601 734 062 406 CO SW 1 170.0 170.0 1740 1740 1441 131.4 1148 WA 748 682 461 8741 261 I 669 1133 1166 121 1968 1150 1016 660 710 710 163 400 721 1 1740 1740 170.0 1740 170.0 1660 1861 1000 066 71 W0 840 27.0 1 tr 7520 1704 1740 1804 1940 116.5 101.0 762 1A 014 131 666 *2 1! I 1110 W6 ale 1300 1210 1160 1046 63 700 780 44 061 1 170.0 17110 1700 170.0 180.8 141.0 1204 910 746 44.4 W1 826 170.0 170.0 1867 iMs 1102 1061 91A 70A 662 664 88.1 267 1610 WI 1445 1153 1916 1160 1668 666 760 750 031 406 WI 1 I1, 1700 170.0 1740 1700 152.1 1342 1180 m 71.7 017 4O2 392 216 1740 1523 1600 17166 07.4 072 703 367 440 482 364 912 nA. j1 1740 1706 170-0 1740 1461 1247 100A 709 041 364 712 041 147 1 1740 1340 117:3 1061 46.6 761 WA 302 420 374 266 212 142 IWO 1627 1446 1303 4268 1100 10W CO 760 760 See 485 691 63 755 11 673 00 868 WO OW 1345 446 601 368 1 ft 141 1142 101e 843 78.1 4167 67.1 44.0 524 844 216 964 1 1706 TWA 1700 1740 1461 332 1069 76.4 612 868 212 28.0 1112 064 370 00.2 335 010 $60 590 97.8 370 28.8 825' 24.0 520 376 212 370 922 122 202 312 160 161 1202 504 m 004 138 860 510 WA WI 217 317 27.0 240 102 317 146 975 164 310 17.0 275 1442 17.0 220 175 20$ ABLE 12B A00hotClip POI 6161 Wteeoee Arai•r 7740: W W11a01k EmtWe116* 9/Wm * 6.606 0 G /QO2s6Awe OODe 040118 0.73 8170' 791 **0 r SIX 4311 144 59066 4 A7mhan 525 68' 686 0.0 / W 0004 0 0620110 90 78560 300 166 0504 6 A6Oh07Caput/ T4bI (On) 014• Ms r 2-177 1.Y{' 114' 2* 50 WOW MOW 84tO 1AW111 t/t H1 Wow Cr SS Woo 266 613'618/ t 12'881180 Acweator 1108117 WI awl flow (06) Sa5•(8G 0128¢1 Wow (1 r 2.v* 1' 2.172• 7 3448' 2 040' 0.86" 0.424` 1-11* 27061 1474' 0060 1.114' 1414' 85400 NOW 1.114' 144' *or for 43112 720 613 118200 820615 420106 Os00180 689100 4) 1004 WOW 140100 at 68)Ib 6300 18A 1120 145 07600 360. 250161• 3266 WOW 112000 6A00hm ®271' 630.0.7 LW 2$5IOW 06(04 1p a 1100616 1/200 0086► 224005 2244140 IAA FIGURE 1: • FIGURE 2: • FIGURE a • • • • • 1 • • ANGLE CUP (FIGURES 14) MUST BE USED M PAIRS. 84000 )it 10320 WA WOW WA 07618 128006 251.E NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS NS ALLOWABLE. 8) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. AU. MULUON CUPS MAY BE FACTORY MACHMED AND CONTART UNUSED HOLES. HOLES MAYBE DRILLED N THE FELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1810. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC7 301 SPECIFICATIONS. HOU.OW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO NOM C40. W00D SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PONE WITH AN 80 OF 0.88. ALUMINUM SHALL BE 808346 AOIO BE AMNIMUM OF .12E TICK. STEEL WILDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 12/1 THICK AND A38. ALL ANC(IORS 84TO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 13000 ANCHOR CAPACITY ADJUSTMENT FORMULA: (CP.,)X MULLION CAP.,...,. ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT' FOR THE OFEEN0. WHEN ITN LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OR THE SELECTED MULLION. IT WILL YIELD AMNIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 0 1 1 7� TABLE 13A 327 45 DEG. M. BAY MULL 44 48b 60.8364 8416 804 06 051 724 7615 756 404 06 106 117 17051 606 1 774047861'). Lofts 1 1710 1710 100 1710 1760 1710 1700 1667 114.5 Lading 404 70 01 6417')650. Loa40 1 Ian Capacity Table (Mae( ) Open019WI518 r 7005001•)orOpealag (for horlm +spaWN) ) b 604 004 104 1001809. 1 1070604 1206 1404 7a4114ry. Losdloa 1 1760 00.0 1160 110.0 1846 147.9 1147 00.9 r Ladlav 10/683 3. 1.0110 1861119 Tom' 1000• 10668• 1339136081. Leallna Raterviw 1.06.7• 11 170.0 170A 1760 1710 170.0 1704 1760 151.0 10.4 1321 407 669 427 44.1 94.0 11 74 727 600 080 074 wo 00 01 610 08 440 421 1 n15 1740 1700 1760 1700 1710 00.0 1066 148.1 104 027 '701 274 460 704 04 60 40 40 1460 410 360 060 460 II 744 660 OS 006 1003 1145 1146 1010 B0 001 840 06 449 425 414 661 401 80 170.0 1700 1710 1710 1710 187.0 70.4 116.4 001 666 (07 1061 1110 1940 1257 1190 1010 80 1 1700 1700 1700 1706 1700 1700 1517 1972 10.1 1 I1 660 630 004 704 870 040 005 042 701 1760 1700 1760 1760 167.1 1460 170.0 101.0 060 610 WA 776 666 614 01 016 ®8 740 1 7710 1700 1760 100 1667 1767 1164 460 780 11 1110 1276 1545 1454 150 1257 1100 1010 00 1 hh. I 11 1111 1760 461 1700 1700 577 170.0 1700 747 1700 170.0 50 155.2 1700 550 1917 1050 586 1160 1610 50 1065 1060 M 000 462 786 e67 1710 1710 1700 1710 1868 174 1964 515 093 I MI MO 760 600 862 014 50 ma 1461 1627 UM 1455 180 120 1160 1010 OM 1 MIA 1764 1760 167.1 165.7 1190 000 74.7 11 1710 140.6 111 1102 802 614 742 0.7 411 1 1740 170.0 17x0 110.0 157.1 107 101 00 712 671 546 760 861 955 966 00 700 TO UO2 104 1114 OA 754 710 04.9 610 400 1 6. 170.0 1700 1700 IMO 10.1 100.7 1111 0.7 706 521 800 780 581 533 086 866 788 70 384 06A 0, 211 804 1190 79.1 061 41.2 0.0 04 70 504 400 860 870 00• 861 45.7 5424 51.5 401 548 60 440 426 04 660 010 33.7 670 70 564 431 30 03 51.7 490 006 970 ON 046 68.6 55.1 468 810. 961 713 616 408 30 701 48.0 05 986 260 661 846 440 40 01.0 600 410 260 262 70 608 SV 4/A 479 84.1 02 240 861 221 4581174 061 848 80 445 472 784 BA 061 261 244 00 600 470 O7 800 450 340 284 200 104 040 30 440 40 861 41.5 394 0.7 907 01 610 40 46.4 46.6 243 11.1 160 801 045 80 449 475 000 85.9 300 90.4 154 670 611 446 801 90 317 96.9 21.3 110 01 040 60 440 0J 660 217 *0 02 M 41 300 14451 702 03 704 233 116 263 17.1 330 TABLE 138 05 200 821 21.0 384 '120 114 804 04 187 Anchor Cpl Pasarlle 2 2.72 Camas Anchor Capacity Tale Eh) 3.000. 811r Coo 167470 14600 CAW 2110 MAU 771448 5301611710 Wan 6660 @* 406400• air Mk 0.0 i mad Ar.aim (R691: 6040170Mair Den 0.0.7(D235Avocom an6' E40126amn r 1W FJq Mum 5+16'am U60m 1870740100.4.1 10717 24W 1454' 8 r 1076' 2.1707 14Ir 8418' 75006 2' r 1.187 2411 1.187 r 212. W88Bm AKMUM 2' enc 1441 007070 174`96 Deo 30404306 5108t84 8704(G5) 6128744 85404 ON 1146441 kw (CMG 3416' 2' 548' 0.84' 0424 1.187 1487 1434 2� 1.'48• N6aeae 11076 7464 1107• 71006 094 10006 92(664 267604 2044 ea4 MA MO Its x10 117006 CM 04 4504 084 706 Ma MI BM 4 117006 5454 «5 1004 DA 13204 064 1204 18804 FIGURE 1: • FIGURE 2: FIGURE 3: • • • • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAINS. TA5E NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDROR OPENING WOTHdS S ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET'S 10-x. ALL MULLION MIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FCXLOWING DBBENSONS SHOWN ON SHEETS 18 20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO1301 SPECIFICATIONS. HOLLOW AND OR T.RLLED CONCRETE MOCK UNIT (MU) 8114U. CONFORM TO AETM C.90. WOOD SHALL SE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHAD. BE 8083-T5 AND BE A MINIMUM OF .12r THIBC. STEM. STUDS TO SE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL. STEEL TO BE AT LEAST .170' THICK AND AWL ALL ANCHORS INTO METAL SWILL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERWL. ANCHOR CAPACITY ADJUSTMENT FORMULA: )7C(MULUON ) °ANC:HSbiCAP.� USE THIS FORMULA TOOBTf24 THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINI ER1 ANCHOR CAPACITY WHICH MAY 88 USED TOOUAUFY ADDITIONAL ANCHOR Ott FROM THE ANCHOR CAPACITY TABLE. 0' PRODUCT RBYI8d01 v100051ati6 0444 Cada A6*N1100N0 B7 77 -�j 1.000" 2000' .125" .128" 1'xrX Asp MAIM 8033-78 ALUM *SECTION .378' MIN. .378° MIN. -1 1.000° I-- 2000" i 3 r i ( r 5 I / rxrX.378"MULLION 0003- T6ALum X- SECTION r 6r cur Emir HBRETO O EATEP. , r DETM. F, 431.11 4 37 MI &12r F 21.18' MIN. oa 1 Angle Cap 1" Xr 2.125" (6) £ L- STANDARD CLIP 8063.78 ALUM. TOFVEw 5.500" 031r 9.18° MIL „/S✓ O.C. -1 1.000" r- 2750" 1 "X275X.3nrRBRLpN 61$3.TS ALUM X CTicw 1--.125" .12r -111 �. I N. U 00¢3.76 ALUM. X- SECTION 2. -11.000"l-- 2.750" r x 276"X.800' MULLION 0083 TO ALUM. x SECTICPI • X71.3 Mw MULL ONLY. X16 ALUM. SW 1°X3.12r MIN. Tiloup T OFFSET' 0,31 .12r SOOTS ALMA TOPVIEW .740" TABLE B rl 1 -.121P 3.1 r 3.120•x JP MULLION 0063 -TB ALUM. x 2X6 ANGLEGUP 0083 -TB ALUM X-SECT'ION 5.000' .378" .128° 0-- 0.31r-1. 0- .31r- 9.X00' M11 1116 ANGLE cILP 6063.78 ALUM. TOPVIEW 3.188" I- 1.260" --1 Iss•x &18'xJ MIALXIN 6003.TSAWM. Mull D onlon Meet la POT Part* Mullion Std. Clip Offset Clip U451p Angle Cap 1" Xr 2.125" (6) 68605 66611333 8881118M 888'24333 66851133 r x r x. 378° (8) am 58611414 t05141at 868244M 66651214 1" X2.78* X.376' (7) 66807 688116M 688112033 888248M 8665163 1" X2.75" X.850' (8) 68808 8681168 6661121M 86624833 866814M 1 "X3.125" X.600" (8) 6683733 66811163 8661114M 66824233 6665163 1.2r X3.188' X.265" (12) 88641M 666111733 8681113M 888241M 88651633 1.26° X2.11" X.126• (16) 68370 NIA NIA NIA 688517M HoTEB: 1} ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED IDLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THE SHEET. 2) SEE SHEETS 2-4 FOR GENERAL. I S AU.ATION METHODS. TABLE A 2116" .128" +-.128" Mr T tar X2.11* X .128' AMLx81 GIOSTS ALUM P1mene on Value (Inj For Mullion: A 1.626 B 2.854 1 °X2•X.125° C 0.895 Alwnlrum D 0.740 Tithe Malian E .460 Man. A 1.125 B 2.404 1" X X.378" C 0.838 Aluminum D 0.490 TUbe Mullion E 0.450 A ' 1.878 B 3.000 1" X2.76"° X 0 0.787 .378 Aluminum 0 1.118 Tubs Mullion E .450 Min. A 1.312 B 3.000 1" X278' X C 0478 ' D "36 Ube Mullion E .450 Min. A 2000 B 3.637 1" X3.125° X C 0.883 .800' Alum D 1.137 Tube Mull E .4SO Min. A 2.828 B . 3.262 1.W X3.188" 0 0.882 X.288' Alum D 1.782 Tube Mull E .450 Mtn. 1.28° X211" X A 1.813 .121• Apra Tube Mu8 pi e'l L 1 1 * ; me, 88705 %0�t(:'•.,AL0680 ••... A. LYNN n Ii P.E. FL P.E.# 50708 I s , 128 _J. STANDARD CUP REVS ,J.uM. + -re ALUM. .875 XSECTION x- SH.maa 'X 4•X.12r MOM EO�.TAALUM. x SECTION t--1] I "X4•X.3W et�T5ALL . X.9ECT10 0.558 CUJTHERE TO . 3.125 - -_ _ C3iEATE F-CLP. SEE MIN. L_' t DETAIL F.8HEET4 22E ANGLE CLAP 8063 -T8 ALUM. XSECTWN 3Cr RAY M LUON 0088-TO ALUM. *SECTION STANDARD CLP e0�T8 ALUM. TCFVIEW N-0.226• COP 2XMANGLECLP S083.Te ALUB. a Te AUJM, 85 FCRALLr TDFVSW 4r SAY MULLION em9-TE ALUM. 2-SECTION ION 2)89E SHEETS 2-4 FOR GENERAL INSTALLATION ME1 D9. D ml neIon Value (In) For Multlsn: F 3.187 1°X4° X.125" O 1.000 Aluminum H 268 0 'Me Mullion F 3.187 1°X4'X.3W O 0.757 Ahmthnan H 2 430 Tube Mu8t F 2.813 30° Bay Mull F 2.875 46° Bay Mull Owe fa Man WmanMo► POT Pelt A 1 Mullion 814. alp Meet dip U{Alp Angle Clip 1°X4' X. 125 (10) 69364 1881118 6651122M 6682418 �6818M 1'X4°X. 379'(11) 08610 6801128 �1123M 6668428 6066198 30 Degree (18) 66649 MA MIA NIA X1189 49 Degree (17) 88� WA NIA MIA 96681118 Man WmanMo► POT Pelt A 1 Mullion 814. alp Meet dip U{Alp Angle Clip 1°X4' X. 125 (10) 69364 1881118 6651122M 6682418 �6818M 1'X4°X. 379'(11) 08610 6801128 �1123M 6668428 6066198 30 Degree (18) 66649 MA MIA NIA X1189 49 Degree (17) 88� WA NIA MIA 96681118 TABLE E Whip C tmndon (sh #) POT Part S Mutpon Std. C 1p U-Cltp Angle CIlp YX4"X.2r(13) 66602 606281M 686271M 6866112M r XB' X.25' (14) 68804 666262M 868272M 6665113M EMI 1) ALL MULLOt CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNU8ED HOLES. IF NEEDED, HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION 7 4.000 rxrx.sa' LION 600$70 ALUM. REFORM 976' MIN. --I 1- -.126' 200' STANDARD CLIP 60&0.T6 ALUM. X- EEOTION 1.490" 6.880 9.500, I (WHERETO AL F. .376' r- SHEET4 {MIN. 0.228' 1.718' MIN. O.C. 26133' 3.438' 3.600 292" STANDARD CLIP 8083.76 ALUM. TOPVIEW &600 CUT HERE TO CREATE SCUP, SEE DETAL P, r- SHEET4 6.438' 2620' STANDARDCUP 6083.76 ALUM. TOP VIEW LICUP 608340 ALUM. USED FOR 2Xr TOP u.cLp 8C89- T6ALUM. 3.438' 6.498' --- -3.000 MIN. 0.312 0 CI 7x6 ANGLE CUP 6083.78 ALUM. TOPVIEW 5.000 .97r MSI. 2X8 ANGLE OLP 808348 ALUM. TOPVIEW PRODUCT REVISED AvvvV MBP16mPMrida A ND .►riK P oe0e TL/'S/ %• .01 i i i 0,0 \ON( tiYNM.Mj ." * • Ho. 58705 * ' X PLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAM DEPTH S 2 -114. THE OPENING REQUIRES A DESIGN PRESSURE OF .60.OFSO.0 PI M. NO ANCHORS W HEAD 7Y eRALION ti SEE PENESTRADON PRODUCTS APPROVAL\ sae OsTADS, SIGHTS T r sss OMAHA SHEETS - `- 2S NOANOHORS II N WWDOWSAL 1I HR2J. MOTH 1) IMMIX ASSUMING THAT A 1' WIDE MULLION S SUITABIE.THE MULLION LENGTH S 7r AND THE OPENING WIDTH S 32+83+? -eB'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 244* AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/40.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT S1ZE. USE THE NEXT LARGER 8I2E AVAILABLE. FROM TABLE 3A SHEET 7, THE 1• X 2.78'X. 378' MILLION (LENGTH • 72'. OPENING WIDTH • 70') MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +I-253 PWF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1' X 2.78' X.880' MULLION (LENGTH • 72', OPENING WIDTH • 70') HASA DESIGN PRESSURE OF 1A72.7 PEW WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIi30 OF 8361.88. 2) USE TABLE 48 TO FBNDTHE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE NTH THE STANDARD CUP WITH (4) 812 ANCHORS AND THE 2X8 ANGLE CUPS WITH (4)212 ANCHORS HAVE ACAPACITY OP BOLES. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP 15 EASIER TO INSTALL. 8) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULUOQS OR FENESTRATION PRODUCTS, WEL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REHIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO (SJWON. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +40.0 PIP. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OP E88 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PIM 530 LES (60 PEE) X ( 72.7 PBF) • E24.0 LSE (MAY BE USED TO QUALIFY 910 STEEL SCREWS FROM TABLE 48) VIAMOIE 9• IWITp.E I.OpIIONS WpAL WWTN+V- i48LON MGM a OWNING HECIT PCS HQR. '-NY. HORD. ___l___ ay. max LOAN. mom LRA7. mom .^-- OWOHNH W91TH WM V S R T I G L WAL- - THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WNDON FRAME DEPTH S 2-. . THE OPENING REQUIRES A DESIGN PRESSURE OF 40022-55.0 PSF. 1) INTNLLLY ASSUMING THATA 1' WIDE MULLION I8 SUITABLE, THE MULLION LENGTH IS 8r+72'+1'•105` AND THE OPENING WIDTH 1888 +38+1' ■73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULUON TABLES FORA MULLION THAT SAT LEAST THE WSW FRAM DEPTH OF 2-32P AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 400.01.58.0 PEE. IF THE TABLE DOES NOT SHORTIE EXACT SRA USE THE NEXT LARDER WE AVAILABLE. PROM TABLE 3A. SHEET 7, THE 1' X 275•X. 378" MULLION (LENGTH • 155', OPENING WIDTH • MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE I8+1 -16.1 P8F AND WOULD HOT BE SUITABLE FORMS AFPL CATKIN. PROM TABLE 8A, SHEET 13. THE r 4"x .21E' MULLION ( LENGTH • 108', OPENING WIDTH • 80") HAS A DESIGN PRESSURE OF 44-84.7 PEE WHICH EXCEEDS WE SITS FOR THE OPENING AND MAY BE USED IN THE APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 471 LB8. BECAUSE IT S NOW KNOWN THAT THE MULLION WILL ADD rTD THE WIDTH OF THE MULLED UNIT. THE MASTED OPENING WIDTH IS 38 43vr•74', HOT 73'AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL A PUCABLE FOR THE ADJUSTED OPEN1140. ALTERNATIVELY, T118 VENDOR WIDTHS MAY SE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1/24311-1/2% 2%.731. 2) USE TABLE 88 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUAGE THE POURED CONCRETE HEADER AND SILL ARE B' WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE ',CARE OUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (0)3418' ULTRACON ON ANCHORS AT AN EDGE DISTANCE OF 2.184 GIVES AN ANA CAPACITY OF 1088 L ES WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. PORTHE HOR HT44. upIInca BECAUSE THE VERTICAL MULL WIA. BE A2' X 4' X.280" MULLION. 84 THE EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLION). ALTERNATIVELY, ANOTHER MINLUO#I TYPE COULD BE CHOSEN. 1) THE 1NALp4 LENGTH IS 341* AND THE OPENING HEIGHT IS 32+72'+2'.108'. REFERENCING SHEET 22, THE COLUMN USING LOADING MAY SE USED. FROM TABLE SA, SHEET 13, THE r X 4°X .282A MULLION (GO LENGTH • 42', OPENING HEIGHT • 1201 HAS A DESIGN PRESSURE Of +4.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIREDOF621LSE. 2) USE TABLE US TO FWD THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REARED FOR THE OMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE MAU JAMBS ARE r WIDE. IP THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8•, CARE MUST SE TAKEN TO MAINTAIN THE FASTENER'S EDGE DXSTNNCE. USING THE =DANGLE CH'S WITH (4) 3(18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF IMO LBSWHICG IBOREATEL AND THEREFORE SUITABLE. FOR THE RECKERED ANCHOR CAPACITY OF 521 L88. 4) FOR THE U-CLIP W THE HORIZONTAL MULLION TO VF.RTICAU. MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE GB FOR THE UCUP SHIMS THE ANCHOR CAPACITY S 1074 L ES WHEN USING 3 ANCHORS. WHICH S GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY RECQUIRE4ENTOF 522 LBS. THE ANCHOR TYPE I8 A911T STEEL SCREW. FROM THE ABOVE STEPS. OUR MULUC4 DESIGN PRESSURE IS +664.7 PSF FROM THE VERTICAL MULUO0 +-170.0 PEW FROM THE 88' HORIZONTAL MULLION ATTACHING TO CMU; + -170.0 PEW FROM TIM 3r HORIZONTAL MULLION ATTACHING TO THE VERTICAL MILUON (INTERSECTION). THE LOWEST DESIGN PRESSURE S +44.7 P8F AND WOLDAPPLYTOALL OF THE MULLIONS.. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF SUWO4S OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE 50TH THE MILLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE OISTALLATIXN SPECIPICATION81NTO RESPECTIVE SUBSTRATES FEN68TRATIOI PRODUCTS TO MILLION. '5 1 3 i 1 L i 111 ARODUCTREVISBO cotatNyin* with the Rod& EIWINog Cods Amps= No .0.f ,U1111IIII1""' `��at�JOFNSj'•..‘7P 'k: N0.68705 •.'k az A. LYNNI R, P.E. FL P.E988708