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RC-10-1221Certificate of Occupancy Miami 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: NONE Date Issued Occupancy R-3 Load Occupancy 500 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- 147870 Permit Number: RC -7 -10 -1221 Scheduled Inspection Date: January 31, 2013 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE. EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CO January 30, 2013 For Inspections please call: (305)762 -4949 Page 1 of 31 Woi q3 c Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST uilding permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Li4cCIL 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 lawn as established by the Florida Department of Agriculture and Consumer Services." q�� l Health Department Approval Letter (On septic or private water). ote: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) '-:ackflow preventor certificate (Required on commercial projects only) ertificate 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 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184025 Permit Number: RC -7 -10 -1221 Inspection Date: January 10, 2013 Inspector: Dacquisto, David Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Infractio Passed Comments INSPECTOR COMMENTS False 1 6h / //c / 13 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 10, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 7VO7E.•'PLA9i L"EEO c@• MEASURED DIMENS IONS ARE THE SAME UNLESS OTHERWISE NOTED LEGEND A/C = Air Conditioner A.E. = Access Easement ASPH. = Asphalt B.C. = Broward County BLDG. = Building B.M. = Bench Mark B.S. = BellSouth C.B. = Catch Basin C.B.S. = Concrete Block Structure C/S = Concrete Slab (C) = Calculated C/L = Center Line C.L.F. = Chain Link Fence C.L.P. = Concrete Ught Pole C.P.P. = Concrete Power Pole CONC. = Concrete C.T.V. = Cable 1V D.C. = Dade County D.E. = Drainage Easement (0) = Deed A = Delta D.H. = Drill Hole DIST. = Disturbed E.O.W. = Edge Of Water ESM'T. = Easement E.M. = Electric Meter EL = Elevation E.P. = Edge of Pavement E.S. = Electric Service F.F = Finish Floor F.I.P. = Found Iron Pipe F.I.R. = Found Iron Rod F.N. = Found Nail FND. = Found F.P.L = Florida Power & Ught GAR. = Garage I.E. & E.E. = Ingress Easement & Egress Easement L= Arc Distance LA.E. = Lake Access Easement LM.E. = Lake Maintenance Easement LP. = Lamp Pole (M) = Measured M.H. = Man Hole M.L.P. = Metal Light Pole M.P.P. = Metal Power Pole N/A = Not Applicable N.G.V.D. = National Geodetic Vertical Datum N &D = Nail & Disc N &T = Nail & Tab 0.H.W. = Over Head Wire(s) 0/L = On Line O.R.B. = Official Records Book 0/5 = Offset (P) = Plat P/L = Property Line P.K. = Parker Kallen P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.R.M. = Permanent Reference Monument (R) = Record 1/2" F.I.R. R = Radius NO CAP R/W = Right of Way S.E. = Swale Easement SAN. M.H. = Sanitary ManHole STM. M.H. = Storm ManHole U.E. = Utility Easement U.P. = Utility Pole W.F. = Wood Fence W.P.P. = Wood Power Pole W.M. = Water Meter x 0.00 = Elevation Spot LOT 2 BLOCK 180 / / / Found Nei On Roo Trele / / / / Wood Power 0. WM nchor PLAT LIMITS TRACT 180 —C M.S. SEC. 8 REV(31 41) 130.00'(P) 129.96'(M) CBS WALL�� v261N N u) w Wood 7.0' 11 Steps X04 29 Os, 10• '� x14.40' ,) Wood Deck r 11.00• Stepp. /// 16.3' 45.30' is x12.7' CORAL TILE 22' TWO -STORY CBS RESIDENCE *9700 F.F. ELEV =15.35 x12.7' 15' x12.7' Chatt. Conc. Driveway lanter 25.50' Planter LOT 1 BLOCK 180 39.6' CBS WALL i / / / / / i / i / / / / / / / / / / i i i / / / / 4'CBS WALL frON UNE / / / / SET 1 " Iron Rod /2 #6510 @P.C. 1/2" F.I.R. NO CAP NO' 1 Power Poie 38.48' 20 5 5 0 .7 'O o. 3450, g2 +g. 130.00'(P) 129.93'(M) 26.0' PARKWAY 1/2" F.I #6510 @P.C. 19.90'4c./1/2" �I F.I.R. NO CAP A = 77°02'15" R = 25.00' = 33.61' "" N.E. 97th STREET y1 75.00' R/W 't9 22.0' ASPH. ROAD r'° 6 +o' 70 SCALE 1W:201 NOTE: THIS SURVEY WAS PREPARED FOR CONVEYANCE, 777LE AND MORTGAGE F/NAN LNG PURPOSES IT IS NOT INTENDED FOR CONSTRUC77ON AND PERMIT77NG. ADD /770NAL INFORMATION MAY BE OBTAINED FROM THIS OFFICE, IF REQUIRED. SUBSURFACE FEATURES NOT LOCATED NOTE THIS SURVEY EXCEEDS THE REQUIRED ACCURACY FOR SUBURBAN MEASUREMENTS OF 1 FOOT IN Z500 FEET 7771E.• MAP OF BOUNDARY SURVEY SCALE: 1" = 20' NOTES /REVISIONS COMMUNITY PANEL No.: 120635— FLOOD ZONE: X BASIS OF BEARING: MEASURED ANGLES DRAWN BY: E.L.F CHECKED BY E.W.D. (THAN (UPDATE ELEVS 08- 29 -09) DATE OF FIRM: 09/11/2009 BASE FLOOD EL: N/A BENCHMARK REFERENCES: N/A ARNULFO FINAL 10 -6 -08 FIELD BOOK: FOLDER PAGE: N/A PROPERTY ADDRESS: 9700 NE 12 AVENUE, MIAMI SHORES, FLORIDA 33138 PARTY CHIEF: ARNULFO SURVEY DATE: 12/14/12 GENERAL NOTES. THE ACCURACY OF THIS SURVEY EXCEEDS 7NE REQUIREMENT FOR AN URBAN SURVEY, FURTHERMORE IT DOES NOT REFLECT OR DETERMINE OSNERSNIP. LANDS SHORN HEREON SERE NOT ABSTRACTED BY BAS IJNE EN2NEERIN9 & LAND SURVEYING /ma FAR EASEMENTS RICFIT -OF- -WAYS OF RECORD & OTHER RESTRICTIONS OR RESERVATION% LOCA77ONS ARE UNITED 70 VISIBLE IMPROVEMENTS ONLY AS SHORN HEREON PUT, DEED & MEASURED DIMENSIONS ARE ALL 7HE SAME UNLESS IT IS OTHERSISE NOTED. ELEVATIONS SHORN HEREON ARE BASED ON THE NA770NAL GEODEAC VERTICAL DATUM Cr 1929• UNLESS 07HERSISE NOTED. CERT /F /CA770N :: THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS AS SET FORTH BY 7HE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-1Z FLORIDA ADMINISTRA77VE CODE; PURSUANT 472027, FLORIDA STATUTES Ernest W Duncan. PSM. State of F/orido Dote Professional Surveyor & Mapper No. 5182 NOT VALID w7NDUT THE 9GNAIURE AND DIE OIRIONAL RAISED SEAL Cr A FLORIDA LICENSED SURVEYOR AND MAPPER FOUNDED 1993 BASELINE ENGINEERING AND LAND SURVEYING, INC. 1400 M W 1st COURT BOCA RA TON, FLORIDA 33432 8-6510 (561) 417 -0700 LB -6439 JOB NO.: 07 -10 -011 SHEET NO. 1 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163RD STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 • • July 5, 2012 Mr. Norman Bruhn Building Director Miami Shore Village, Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Boerner Residence Alteration and Addition 9700 N. E. 12th Ave. Miami Shores, Florida 33181 Permit Number: 104221 Dear Mr. Bruhn: As per your inspection comments on May 16, 2012, the diagonal crack at the 4" thick ground floor concrete slab with welded wire mesh on well compacted fill has been repaired as per geotechnical engineer's recommendation. The original repair of the crack was made by the general contractor by opening and patching the cracked area. However, based on the report by the geotechnical engineer KACO (Kaderabek Company), grouting under the slab or helical pile was recommended. Please see attached geotechnical report. Based on the geotechnical report, the helical pile was selected by the owner for repair of this area and the pile contractor installed two helical piles which were observed by this office on June 21, 2012 during the installation, and this repair work was completed at that time. Should you have any questions or need any additional information, please do not hesitate to contact me. incerely, Ali Arbab, P.E. For Arbab Engineering, Inc. Enclosures AA/aa C:/ AA/ ComplianceLetters /boernerrepairletter • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 147880 Scheduled Inspection Date: May 16, 2012 Inspector: Bruhn, Norman Owner :. BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: INVESCA DEVELOPMENT GROUP Permit Number: RC -7 -10 -1221 Permit Type: Residential Construction Inspection Type: Miscellaneous Work Classification: Addition /Alteration Phone Number Parcel Number 113205017001.0 Phone: (954)445 -8675 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE. EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS • Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 574.46 )/vt. a )4 se f /et7 A 0 U/dt 16/4 - a- e et r - i /tA & itted 1 (1 eit_k&k6 L€4 (. av 15. 2012 For Inspections please call: (305)762 -4949 Page 1 of 22 ARBAB ENGINEERING, INC. coNsumm avzilEsts • 3363 PE 163,0 STREET. S.X1E 701 • N. NAM BEACH. WHOA 331E0 • 940.30e6 • FAX (3(5) 8403273 ekaitS4 PRO•ECT NAM • 7,,A7 @ 7449- 1' NO COMM' NO. • - DATE - f243' YEATHER FAIR seor CLOUDY RAIN GENERAL CON1RAC1OR • EEMARKS 91 f=eilietf 7 ,Z7 5 5 ,,„5,05RrAwr i(z Lfz IL „ozCCEPIED ./Aft 4.44-0A9 498 ri4 44-6 fe-111:4`b CA i"s7e0 REINSPECTION NECESSARY INSPEC1ED BY • L WAG a KADERABK COMPANY Thomas J. Kederabok, P.E Barry R. Goldstein, PE June 22, 2012 Mr. Jeff Boemer 9700 NE 12th Avenue Miami Shores, FL 33138 aao1echacal Enninaitriatf • Foufdaatcn E.ngtn g + CongrucWm Materints 1bsUn0 • Soll BoringsJMoniiOr Writs 9565 NW 40th ireat!Fid. Phone: 3 5/666 -3563 Miami, Florida, 33178 Fax: { 3 5186e -3069 Re: Repot of Field Testing - Revised Distressed Concrete Slab 9700 NE 12th Avenue, Miami Shores, FL KACO Project No. 12182 Dear Mr. Boerner: Kaderabek Company (KACO) submits this report i fulfiltrnent of the requested scope of services. The work was authorized by acceptance of our ofessional Services Agreement. You have requested an evaluation of the Soil density of th in-place soils supporting the existing concrete slab recently Installed In the new addition at the bove referenced to tion. The project site is located at 9700 NE 12th Avenue! Miami Shores, Florida. he purpose of our services on this project was as follows: perform Dynamic Cone Penetra ion T gisting . (DCP), evakiate the results of the DCP, and provide a Report documenting th woilc work performed and our opinion of the density of the underlying soils. Field testing using DCP equipment was performed A total of six (8) to atlons were tested. The test locations were positioned by KACO engipeedng staff. Testing wiati performed in random locations near existing cracks Or observed pat hed'cracks In the ::slab. An approximate .location for each test is .included in the .burin .logs appended to his reiport. The penetration tests were performed with a cyfl rlcai genet pmeter r d with a conical tip (cone) penetrating into the ground. The cone tip used was 4.5 in In area. i A 16 pound hammer falling 20- inches was used to drive the rods In a hand sugared hole, I The test was conducted to a total depth of 3 to 31h feet into the ground Elton per unit length wwre recorded, and soli resistance (bearing capacity) was established per unit length. . Using correlations developed by Prof. George $ .. rs, the DCP data . as translated to Standard Penetration Test "N" values. in the "N" vat ,es, the angle of Into nal fction of the soil was estimated to be between 30 to degrs. The relatively:density of the soil is interpreted tto be very loose to loose. Sa layers ofinedium dense soils were encountered. Results of the cone penetrometer. area shed.. Mr. Jeff Boerner 9700 NE 12th Avenue June 21, 2012 Page 2 It is our opinion that based on the tests performed f this study the soil 'wwere not compacted to the typical specification for slab on grade suport of 95% of mod I ?roctor maximum dry density. We assume the soils are granular in nature :_(typical the area), howev r:we !olowiedge of this We have no knowledge of the baakf lling method the compaction of It that was actually used. It is our opinion *that to limit future ; ettlet ntl t either compaction g under the slab can be performed or helical piles can be installed ,to structurally support tl ab: We have appreciated the opportunity of having provided sp±s i den #inee ig services on this project. if you have questions aboit information contained in this Report, or f we may be of additional help please contact us at 305/8864563. Sincerely, RABF...14iC MPANY R Gol P esident Florida License No! 51641 Attachments: Vicinity Map (A-1) Test Location Plan (A-2) Dynamic Cone Soil Boring ,Logs (HE-1 10 H4-6) Distribution: Original & 3 Copies to Addressee via US Mail Copy via Email Copy to KACO File fi1DDCNKACORvaAtA12182-0i00AI E12t►AvealakeaeadSlatKonapa $tacd tePOS 1 -17doa • Notes: Ae al • otograp 00Uitem of Googte Earth, 2012. KACO VickiIty Map KADBRABHK COMPANY OMteclunivl t! ngiasciing Coasinkction Alstetials Testing soil Wit u ndonitor%Its PROJ. HO: 12182 ! DATE. 08/11/12 DWG 0: N ay. We& OKD BY APD BY KADER .1EK .COMP 9565 NW 40S R. 1i ., 33178 TELEPHONE ;NO.: 305/566455 PAX Q : 395160540694 RESULTS OF ''A. IC CONE SO iRING:LOG 1(4CO ACT NO. 12 Project Name: Boerner Residence Location: 9700 NE 12th Avenue, Miami Shores, FL Test No.: HE -1 Test Date: June 7, 2012 Test Performed by: R. -Mahaffey & J. Vargas Hammer Weight Ohs): 15 DEPTH INCHES DEPTH : INCHES BLOWS PER 1.75" SOIL/ROCK DESCRIPTION 0.00 1.75 10 3.50 10 5.25 10 7.00 14 8.75 14 10.50. 18 12.25 11 14.00 8 15.75 8 17.50 6 19.25 8 21.00 5 22.75 11 24.50 10 26.25 6 28.0 6 29.75 4 31.50 33.25 Comments: There is no footing. The cones stops 7 inches below t er surface. Penetrometer started at 9.5 inches bellow the surface- FILE. KACO 'DATA TEST REPORTS 121132 SOMMER RESDIE+tOE KADERABEK COMPA 9565 NW 40 STREET ROA% TELEPHONE NO.: 305/666.3563 F RESULTS OF DYNAMIC CONE 801 KACO PROJECT `NO. 'l Y Project Name: Boerner Residence Location: 9700 NE 12th Avenue, MIami Shores, FL Test No.: HE 2' Test Date: Juno 7, 2012 Test Performed by: R. Mahaffey & J. Vargas Hammer Weight (Ibs):15 FL 331,78 • : 3051666.30881 ORING LOO 82 DEPTH INCHES DEPTH INCHES BLOWS PER 1.75" SOIL /ROCK DESCRIPTION ■ 0.00 1.75 7 3.50 7 5.25 6 7.00 8 t 8.75 5 10.50 12.25 3 14400 3 15.75 4 17.50 3 19.2 55 . 4 . 21.00 4 22.75 3 24.50 4 26.25 4 -28,00 4 29.75 4 31.50 4 33.25 Comment$: There Is no footing. The, concrete stops at 5.751txches below the Penetrometer started at 7 Inches below the Surface. ALE: KACO DATA TEST REPORTS 12182 WERNER RESDENCE surface. KA©ENASEK COMPANY 9565 NW 40 STREETuROAD, 5t , i, FL 33178 TELEPHONE NO.: 30515664563 P: NQ,; 3051969 -6069' RESULTS OF DYNAMIC CONE SO .q ii LOG KACO PROJECT NO. 12182 Project Name: Koerner Residence Location: 9700 NE 1201 Avenue, Miami Shores, FL Test No.: HE-3 Test Date: June 7, 2012 Test Performed by R. Mahaffey & J. Vargas Hammer Wight (ibs):16 DEPTH INCHES DEPTH . INCHES BLOWS : PER 1.76* SOIL/ROOK DESCRIPTION 0.00 1.75 8 3.'50 9 5.25 6 7.00 8 8.75 4 0 10.50 5 1225 3 14.00. 8 15.75 7 17.50 6 19.25 8 21.00 6 22.75 8 24.50 8 26.25 7 28.00 5 29.75 5 31.50 33.25 Comments: There is no footing. The concrete stops t 5.25 Inches Belo +r tiiejsurface. Penetrometer started at 7.6 inches below the surface of tie residence. PILE: KACO DATA TEST REPORTS 12182 BOERNER RESD1ENCE KADERABEK COMPANY 9665 NW 40 STREET ROAD, MIAMI, FL 33178 TELEPHONE NO.: 3051866-3663 FAX NO.: 3051666 -3069 RESULTS OF DYNAMIC CONE SOIL BORING LOG KACO PROJECT NO. 12182 Project Name: Boerner Residence Location: 9700 NE 12th Avenue, Miami Shores, FL Test No. HE-4 Test Date: June 7, 2012 Teat Performed by: R. Mahaffey & J. Vargas Hammer Weight (lbs): 15 DEPTH INCHES DEPTH INCHES BLOWS PER 1.75" SOIUROCK DESCRIPTION 0.00 1.75 6 3.50 8 5.25 9 7.00 11 8.75 9 10.50 14 12.25 22 14.00 12 15.75 9 17.50 7 19.25 6 21.00 5 22.76 3 24.50 4 26.25 3 28.00 3 29.75 2 31.50 3 33.25 Comments: There is no footing. The concrete stops at 3.25 inches below the surface. Penetrometer started at 6.25 inches below the surface of the residence. PILE: KACO DATA TEST REPORTS 12182 K ERNER RESDIENCE KACO KADERABEK COMPANY KADERABEK COMPANY 9565 NW 40 STREET ROAD, MIAMI, FL 33178 TELEPHONE NO.: 305/666 -3563 FAX NO.: 305/666 -3069 RESULTS OF DYNAMIC CONE SOIL BORING LOG KACO PROJECT NO. 12182 Project Name: Boerner Residence Location: 9700 NE 12th Avenue, Miami Shores, FL Test No.: HE -5 Test Date: June 7, 2012 Test Performed by: R. Mahaffey & J. Vargas Hammer Weight (lbs ):15 DEPTH INCHES 0.00 DEPTH INCHES BLOWS PER 1.75" SOIL/ROCK DESCRIPTION 1.75 23 3.50 28 5.25 50* 7.00 8.75 10.50 12.25 14.00 15.75 17.50 19.25 21.00 22.75 24.50 26.25 28.00 29.75 31.50 33.25 Comments: There is no footing. The concrete stops at 6.6 inches below the surface. Penetrometer started at 8.5 inches below the surface of the residence.. * it took 50 blows to reach 1.75 inches. FILE: KACO t)ATA TEST REPORTS 12182 WERNER RESO NCE 14( AOC CO KADERABEK COMPANY KADERABEK COMPANY 9565 NW 40 STREET ROAD, MIAMI, FL 33178 TELEPHONE NO.: '3081886 -3583 FAX NO.: 30616863089 RESULTS OF DYNAMIC CONE SOIL BORING LOG KACO PROJECT NO. 12102 Project Name: Boomer Residence Location: 9700 NE 12th Avenue, Miami Shores, FL Test No.: HE -6 Test Date: June 7 2012 Test Performed by: R. Mahaffey & J. Vargas Hammer Weight (Ibs): 18 DEPTH INCHES "0.00 DEPTH INCHES BLOWS PER 1.75" SOIL/ROCK DESCRIPTION 1.75 9 3.50 9 5.25 15 7.00 16 8.75 10.50 12.25 29 28 25 14.00 16 16.75 17.50 6 5 19.25 21.00 4 22.75 4 24.50 26.25 28.00 2 29.75 31.50 33.25 Comments: There is no footing. The concrete stops at 7 inches below the surface. Penetrometer started at 8 inches below the surface of the residence. • FILE: KACO DATA TEST REPORTS 12182 BOERNER RESDIENCE lic" C. 0 KADERA5EK, COMPANY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 147873 Permit Number: RC -7 -10 -1221 Inspection Date: January 10, 2013 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Passed a/el 1.7g/3 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 January 10, 2013 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency Natio4�al Food tnsufance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 8. O.M.B. No. 1660 -0008 Expires February 28, 2009 BASELINE ID: 0710011 Al. Building Owners Name A2. Building Street Address 9700 NE 12 AVENUE City MIAMI SHORES SECTION A - PROPERTY INFORMATION JEFFREY BOERNER (Including Apt, Unit, Suite, and /or Bldg. No.) Or P.O. Route and Box No. For Insurance Company Use Policy Number Company NAIC Number State FL Zip Code 33138 A3. Property Description 1 (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 180 REVISED PLAT MIAMI SHORES SECTION 8 A4. Building Use (e.g., Residential, Non - Residental, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Let N25° 51' 54" Long_ W80° 10' 28° 0 NAD 1927 ® NAD 1983 Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide:. A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s). NIA sq ft a) Square footage of attached garage 708 sq ft b) No. of permanent flood openings In the crawl space or b) No. of permanent flood openings In the attached enclosure(s) walls within 1.0 foot above adjancent grade N/A garage walls within 1.0 foot above adjancent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number MIAMI SHORES 120652 82. County Name DAD B3. State E 1 B4. Map and Panel Number 12025C -0093 85. Suffix ffi J B6. Firm Index Date 07117/1995 B7. Firm Panel Effective Revised Date 3/2/1994 B8, Flood Zone(S) X B9. Base Flood Elevation(S) (Zone AO, use depth of flooding) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® Firm ❑ Community Determined ❑ Other (Describe) B11. Indicate the elevation datum used for the BFE in 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) ? Designation Date: ❑ CBRS ❑ OPA ❑ Yes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction` A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones A1-A30, AE, AH, a (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, Ar /A1 -A30, AR/AH, AR/AO Complete items C2.a -g below according to the building diagram specified in item A7. Benchmark Utilized DC BM # B-62 EL= 8.74 Finished Construction Conversion /Comments N/A a) Top of bottom floor (including basement or enclosure) b) Top of next highest floor c) Bottom of lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Verticle Datum NGVD 1929 Check the measurement used. 15.35 0 feet 19.85 © feet N/A © feet feet feet 10.28 10.40 10.2 Q feet 13.8 © feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) El meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name Emest W. Duncan License Number # 5182 Title Professional Surveyor & Mapper Company Name Address Signature 1400 NW 1 "Court City Boca Raton Date Baseline Engineering & Surveying, Inc. State Zip Code FL Telephone 561417 -0700 33432 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions irt. 4% IA IttlIa• 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. 9706 NE -12 AVENUE For Insurance Company Use: Policy Number City State ZIP Code MIAMI SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Company NAIC Number Copy both side of this Elevation Certificate for (1) community office], (2) insurance agent/company, and building owner. Comments DC BM # B -62 EL= 8.74 AC PAD EL= 10.90 Signature Date c1 c' -G4 ❑ Check here itattachments SECTION E - BUILDING ELEVATION INFOORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO an A (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, 8, and C. For items E1-E3, 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, crawl space, or inclosure) is 0 feet El meters ❑ above or 0 below the HAG. b) Top of bottom floor (including basement, crawl space, or inclosure) is ❑ feet 0 meters 0 above or ❑ below the LAG. E2For Building Diagrams 6-8 with permanent flood openings provided in Section A items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is Ofeet ❑ meters ❑ above or ❑ below the HAG. E3.Attached garage (top of slab) is ❑ feet ❑ meters U 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 offical 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 0 Check here if attachments SECTION G- COMMUNITY INFORMATION (OPTIONAL) The local offical 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. and 09. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offical 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. 04. Permit Number IG5. Date Permit Issued j 06. 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: 0 feet ❑ meters (PR) Datum G9.BFE or (in Zone AO) depth of flooding at the building site: ❑ feet 0 meters (PR) Datum Local Offical's Name Community Name Signature Comments Title Telephone Date 0 Check here if attachments FEMS Form 81 -31, February 2006 Replaces all previous editions Building Photographs Continuation Page BASELINE ID: 0710011 For Insurance Company Use: Building Street Address (Including Apt, Unit, Sui 9700 NE 12 AVENUE , and/or Bidg. No.) or P.O. Route and Box No. Policy Number City MIMI SHORES State FL ZIP Code 33138 Company WUC Nur 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." Building Photographs See Instructions for Item A6. BASELINE 10 0710011 For Insurance Company Use: Building Street Address (Including Apt, Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. 9700 NE 12 AVENUE City AMI SliCRES Policy Number State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NF1P flood insurance, affix at Least two building photographs below according to the instructions for item A6. Identify alt photographs with: date taken; "Front View" and "Rear View"; and, if required, Right Side View" and "Left Side View." If submitting more photographs than MI fit on this ()age, use the Continuation Page, following. Building Photographs Continuation Page eAsELin€ ID: 0710011 For insurance Company Use: Building Street Address (Including Apt., Unit, Suite, and/of Bldg No.) or P.O. Route and Box No. 9700 NE 12 AVENUE Policy Number City MIAMI SHORES State ZIP Code FL 33138 Company NAIC Nurnb-er If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify ail photographs with: date taken; "Fiont View" and "Rear View"; and, if required, Night Side View" and "Left Side View." 2009/08/31 3:08 Permit Number: RC -7 -10 -1221 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 - 184026 Inspection Date: January 10, 2013 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Buildinca Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Passed ; % ! / � r Inspector Comments 2- a 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 January 10, 2013 Page 1 of 1 Certification of Insulation December 11, 2012 To whom it may concern, This letter is to certify that R -30 insulation was properly installed in the ceiling space and 4.1 foil was installed on all exterior walls of the addition. Sincerley, t Jeffrey S. Boerneri Owner \Builder 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- 184027 Permit Number: RC -7 -10 -1221 Inspection Date: January 10, 2013 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Infractio Passed Comments INSPECTOR COMMENTS False Passed pi k4iT 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 January 10, 2013 Page 1 of 1 Notice of Inspection and /or Treatment Date of Ins on Wood - Destroying Organism ireatment Pursuant to Chapter 482; Florida Statutes, 482226 (6), this notice Is required to be posted. Any licensee who performs control of any wood - destroying organism shall post n •a. - Id treatment immediately adjacent the attic or crawl area of othe area of the property tre •#S 41 CFAS 3810 N.W. 5th Court • FT Lauderdale, FL 33311 Ph: 754- 235 -7126 Fax: 954 - 306 -3710 BUILDER Certificate of Completion Subdivision: MIAMI c t-t-IORQJ Property Address: 97D0 MWAI Ft- Lot #: 4»it'0 Date of Horizontal Treatment: Date of Vertical Treatment: fi �f 1 �- Time of Treatment: Date Ted Produc sed n/' Percent Concentration T' e Chemical used (active ingred.) Applicator #Of No. of gallons applied Area Treated (sq. ft) Linear feet treated The above structure has received all required treatments for the prevention of subterranean termites. This form is proof of complete treatment for certificate of occupancy or closing. Full warranty is in effect for one year from date ofst treatment. Full warranty renewel fee will be $ r`�� per year. NO LIMIT TERMI & PEST RVICES, LLC hereby confirms that this building has received a complete treatment for the prevention of su ranean Treatment is in accordance with the rules and laws as established by Florida Depart- ment of Ag ult - and C. . entices. Exterior perimeter treatment was completed upon final grade. 6 No Li i ermite & Pest Sery " es LLC State License # JB 74658 ID Card# (Refer to reverse side for warranty, general terms & conditions and payment terms.) 3810 !_ . 5th Court • Ft Lauderdale, Florida 33311 -6306 • Ph: 754 - 235 -7126 • Fax: 954 - 306 -3710 Warranty Subject to the general terms and conditions, the Company will control incidences that may occur of infestation by the wood destroying organism(s) designated as subject of this agreement for five years after initial treatment, provided that warranty renewal fees are paid in accordance with terms of this agreement. The COMPANYS WARRANTY under this agreement is limited to control only of subject infestation and does NOT cover repair of existing or resultant damage by wood - destroying organisms to the structure(s) or contents thereof. Payment for the initial treatment includes a five year warranty as specified herein. Normal renewal anniversary date shall be considered to be the last day of the calendar month preceding the actual treatment date. The WARRANTY is personal to the property, and as such is transferred from owner to owner during the course of this agreement, and by advising the COMPANY in writing of the name and billing address of the new owner. GENERAL TERMS AND CONDITIONS 1. If during the WARRANTY period, additions and/or alterations are made which affect the treated structure(s) by creating new insect hazards or interference with the chemical protective barrier, the COMPANY may terminate the WARRANTY unless the COMPANY receives prior written notification, re- inspects the structure(s), contracts for additional treatment and/or adjusts the WARRANTY renewal fee. 2. The COMPANY'S liability under this WARRANTY shall terminate when access to the premises for the purpose of carrying out the terms and conditions of contract is refused the COMPANY or its agent. 3. The COMPANY will exercise reasonable care in its treatment procedures, but will not accept responsibility for broken roof tiles, gutters, solar heaters, landscape foliage, or any other inadvertent damage occasioned by properly performed procedures. 4. In the event it becomes necessary to retain legal counsel or collection agents, in order to collect payment as agreed in the contract, the COMPANY shall be entitled to reasonable attorney's or collection agencies fees and costs of collection. 5. This contract, the attached Graph & Specification and, when applicable, the instructions to Occupants for Fumigation and the executed release of Company Liability comprise the entire agreement between the parties hereto, and the COMPANY and the CLIENT are bound only by the stipulation of these terms and conditions and not by any other representations, oral or otherwise, unless such are in writing and signed by an officer of the COMPANY. PAYMENT TERMS Payment shall be made within 30 days from the date of services. Any account which has an unpaid balance at the end of said terms will be charged interest on the unpaid portion at the rate of one and one half per cent (1 -1/2%) interest per month until such time as the account has been paid in full. Notwithstanding that the serviced property is the subject of a real estate transfer, refinance, etc., payment for services rendered shall be made within the stated time, and if not, the Company shall hold CLIENT fully responsible for all payments due hereunder. a Certificate of Completion BUILDER A Subdivision: "•`* \:/1 Property Address: Date of Horizontal Treatment: Lot #: 1 — 4 Date of Vertical Treatment: 1 Time of Treatment: Date, Produci Percent Concentration Time R.44) Art Chemicalused (active ingred.) Chq Applicator No. of gallons applied er-,e2 Area Treated (sq. ft) Linear feet treated The above structure has received all required treatments for the prevention of subterranean termites. This form is proof of complete treatment for certificate of occupancy or closing. Full warranty is in effect for one year from date of last treatment. Full warranty renewel fee will be $ per year. NO LIMIT TERMITE & PEST SERVICES, LLC hereby confirms that this building has received a complete treatment for the prevention of subteiranean termites. Treatment is in accordance with the rules and laws as established by Florida Depart- ment of Agricultuie;and Consunier Services. Exterior perimeter treatment was completed upon final grade. fi - No Limit t ermite & Pest Services LLC (Refer to reverse side for warranty, general terms & conditions and payment terms.) 3810 N.W. 5th Court • Ft Lauderdale, Florida 33311-6306 • Ph: 754-235-7126 • Fax 954-306-3710 State License # JB J.74658 ID Card# Warranty Subject to the general terms and conditions, the Company will control incidences that may occur of infestation by the wood destroying organism(s) designated as subject of this agreement for five years after initial treatment, provided that warranty renewal fees are paid in accordance with terms of this agreement. The COMPANYS WARRANTY under this agreement is limited to control only of subject infestation and does NOT cover repair of existing or resultant damage by wood - destroying organisms to the structure(s) or contents thereof. Payment for the initial treatment includes a five year warranty as specified herein. Normal renewal anniversary date shall be considered to be the last day of the calendar month preceding the actual treatment date. The WARRANTY is personal to the property, and as such is transferred from owner to owner during the course of this agreement, and by advising the COMPANY in writing of the name and billing address of the new owner. GENERAL TERMS AND CONDITIONS 1. If during the WARRANTY period, additions and/or alterations are made which affect the treated structure(s) by creating new insect hazards or interference with the chemical protective barrier, the COMPANY may terminate the WARRANTY unless the COMPANY receives prior written notification, re- inspects the structure(s), contracts for additional treatment and/or adjusts the WARRANTY renewal fee. 2. The COMPANY'S liability under this WARRANTY shall terminate when access to the premises for the purpose of carrying out the terms and conditions of contract is refused the COMPANY or its agent. 3. The COMPANY will exercise reasonable care in its treatment procedures, but will not accept responsibility for broken roof tiles, gutters, solar heaters, landscape foliage, or any other inadvertent damage occasioned by properly performed procedures. 4. In the event it becomes necessary to retain legal counsel or collection agents, in order to collect payment as agreed in the contract, the COMPANY shall be entitled to reasonable attorney's or collection agencies fees and costs of collection. 5. This contract, the attached Graph & Specification and, when applicable, the instructions to Occupants for Fumigation and the executed release of Company Liability comprise the entire agreement between the parties hereto, and the COMPANY and the CLIENT are bound only by the stipulation of these terms and conditions and not by any other representations, oral or otherwise, unless such are in writing and signed by an officer of the COMPANY. PAYMENT TERMS Payment shall be made within 30 days from the date of services. Any account which has an unpaid balance at the end of said teams will be charged interest on the unpaid portion at the rate of one and one half per cent (1 -1/2%) interest per month until such time as the account has been paid in full. Notwithstanding that the serviced property is the subject of a real estate transfer, refinance, etc., payment for services rendered shall be made within the stated time, and if not, the Company shall hold CLIENT fully responsible for all payments due hereunder. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 147876 Permit Number: RC -7 -10 -1221 Inspection Date: January 10, 2013 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Passed j %� le,,V-f9 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 January 10, 2013 Page 1 of 1 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163RD STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 December 14, 2012 Mr. Norman Bruhn CBO Building Official Miami ShoreS Village, Building & Zoning Department 10050 N.E. 2na Ave. Miami Shores, FL 33138 RE: Boerner Residence Alteration & Addition 9700 N.E.12th Ave. Miami Shores, Florida Permit Number: 10 -1221 Dear Building Official: I, having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgement, the structural and envelope components of the inspected items for the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built condition of the structural and envelope component of said inspected structure. This document is being prepared in accordance with the requirements of the Florida Building Code and must be submitted to the Miami Shores Village Building and Zoning Department in conjunction with the application for a certificate of (either Occupancy or Completion) for the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab, P.E. For Arbab Engineering, Inc. P.E. No. 35460 Special Inspector No. 0456 AA/aa C: /AA/ComplianceLetters/boemerres Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 184029 Permit Number: RC -7 -10 -1221 r Inspection Date: January 10, 2013 Inspector: Dacquisto, David Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Infractio Passed Comments INSPECTOR COMMENTS False Passed /0 Inspector Comments �/� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 10, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 PREPARED BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 HATE L' 1111111 11111 H i l l 1111111111 11111 11111 11111111 CFN 2013R000 76 6 OR Bk 28428 F's 24011• (1P9)) RECORDED 01/04/2013 09:700 f HARVEY RUVIt1v CLERK OF COURT MIAMI—DADE C:0t.W f r FLORIDA LAST PAGE DECLARATION 0 KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 6(-- % (c. is/are the fee simple owner(s) of the following described property {°Property") situated and being in Miami Shores Village, Florida: o�b£s� �'tiasT o S Lot(s) 1 Block 1 'fib of iAX41.....:.% S 5 t,c. % (Subdivision), according to the plat thereof, as recorded in the Plat Book S Page 1 of the Public Records of Miami -Dade County, Florida, (address) Q11 oo as /C3 ° �r .mob A� \--00.45 and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and original Elea in al,r' : ` en "1/71/ A D 2e WITNESS ray andOfficiel Soak HARVEY RUM, C1 agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this I , day of TNE�(ES ,tt Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE I HEREBY CERTIFY that on this day personally appeared before me :\QkQ(.U(k 00(4- 50e nr‘is personally known to niDa r has produced (type of identification) as identification and he /she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of D2( r My commission expires: 0406( I O Q ) KIMBERLY ABa MY COMMSSION1fDD91fl4B pXEMS:Oksu=18.2013 NOTARY P L IC, STATE OF FLORIDA Permit Number: RC -7 -10 -1221 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- 184028 Inspection Date: January 10, 2013 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Passed` Ari4 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 10, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 LAI A & A DESIGN GROUP, INC. Phone: 561 -460 -3473 CONSULTING ENGINEERS Email: aadesigngroup10(a,yahoo.com 22636 Blue Fin Trail, Boca Raton, FL 33428 March 8, 2011 Building Official City of Miami Shore Building Department Re: 9700 N.E. 12th Avenue, Miami Shore, Florida Permit # 10 -1221 Dear Building Official: Please be advised that on March 8, 2011 we have inspected the bottom of foundation excavations of the proposed addition. Based on our inspection and density tests performed within the footing areas, we certify that the bottom of footing excavations has been compacted to a minimum density requirement of 95 percent of the maximum modified Proctor dry density, for a minimum depth of one (1) foot below the bottom of the footing depth. If you should have any further questions please feel free to contact us at the above number. Sincerely, A & A DESIGN GROUP, INC. Consulting Engineers R- Javi.. , PE Florida Professional Engineer # 60223 A & A DESIGN GROUP, INC. Phone: 561 -460 -3473 CONSULTING ENGINEERS Email: aadesigngroupl0(a yahoo.com 22636 Blue Fin Trail, Boca Raton, FL 33428 March 23, 2011 Building Official City of Miami Shore Building Department Re: 9700 N.E. 12th Avenue, Miami Shore, Florida Permit # 10 -1221 Dear Building Official: Please be advised that on March 23, 2011 we have inspected the bottom of slab excavations of the proposed addition. Based on our inspection and density tests performed within the slab areas, we certify that the bottom of slab excavations has been compacted to a minimum density requirement of 95 percent of the maximum modified Proctor dry density. If you should have any further questions please feel free to contact us at the above number. Sincerely, A & A DESIGN GROUP, INC. Consulting Engineers Certificate of Authorization # 29225 Reza J idan, P' -7> Z �� Florida Professional Engineer # 60223 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163RD STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940-3098 • FAX: (305) 940 -3273 December 14, 2012 Mr. Norman Bruhn CBO Miami Shores Village, Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Boerner Residence , Alteration & Addition, Permit Number 10 -1221. 9700 N. E. 12th Ave. Miami Shores, Florida 33181 Dear Mr. Bruhn: The diagonal crack at the 4" thick ground floor concrete slab with welded wire mesh on well compacted fill has been repaired as per geotechnical engineer's recommendation and inspected and approved by this office during the installation of the helical piles and subsequent observation following completion of the slab repair. The original repair of the crack was made by the general contractor by opening and patching the cracked area. However, based on the report by the geotechnical engineer KACO (Kaderabek Company), grouting under the slab or helical pile was recommended. Based on the geotechnical report, the helical pile was selected for repair of this area and the pile contractor installed two helical piles which were observed by this office on June 21, 2012 during the installation. Two signed and sealed compliance letter for this project are attached as per requirements of the Florida Building Code. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab, P.E. For Arbab Engineering, Inc. Enclosures AA/aa C: /AA/boerner/boernerfmalletter Miami Shores Village Building Department ig acirmwmr MAYi1 B Y: 90050 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. s J Q " 1 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Phone#: 30 S '151' ca 5 LK OWNER: Name (Fee Simple Titleholder) Address: c:N-1 0■ City: . -_ . �t 5 Tenant/Lessee Name: State: Zip: .NA) Phone #: Email: JOB ADDRESS: C\--t acs City: Miami Shores County: Miami Dade Zip: &313 7S Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: c\ 5 y- VI \ -(213s� CONTRACTOR: Company Name: � e■ 0 n €(L. Phone #: So; --I S 7 C 4 Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work Addition DAlteration Description of Work: Square/Linear Footage of Work: DNew DRepair/Replace DDemolition ** ** x********+ s*****+x+x ****************** Fees *******+x***** ****** **** *** * ******* ******** ** Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature .. ' s Signature 0 '...,. • gent Contractor The foregoing instrument was acknowledged before me this l The foregoing instrument was acknowledged before me this day of r1 Pq , 20 0--,-by D e'-a- , day of , 20 _, by who i or who has produced e who is personally known to me or who has produced As identification ands Sri '.i '. �,00ath. as identification and who did take an oath. NOTARY PUBLIC: o�'` �� "" °'� NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: * *** ** ***+x ***+x******s<***** * *****+ r+ x+ x*+ s****+x**************** ** *******s< *** ********s'*+ x*******+x****** ** *** **** APPROVED BY t/ :P2r/ ` - Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME:., E (,J ds c .ct DATE: 5 Ai ADDRESS: °t -? ©v 6 Ja' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; l further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initi 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initia 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initia 4. I understand that I may build or Improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or.substantially improved it for sale or lease, which violates the. exemption. Initial._ 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initia 6. I understand`(frat I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvforidalicense.com /dbor /pro /cilb /index.html 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initia 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this al day of " , 20) o---) BY 3-er 1W00/( Produced there License or who was e or who has as identification. NOTARY CLAUDIA V. CUBILLOS da X:V' 8t!,1 Notary Public State °23 °2015 My Comm. Expires Sep # EE 128810 Commission ec Assn. V*. r,, ' o ''' % °�? ;; o'° Bonded Through National Notary Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Owner's Name (Fee Simple Title Holder): c Owner's Address: G--1 0 0 J-DE City: State : Zip Code: 3313$ Phone #: -- ve;°1- a Job Address (Of where work is being done): GiZ cars J c7r`" City: Miami Shores StateNFlorida Contractor's Company Name: O L„-) (,)<<p IR. Noss\ �E.a Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Zip Code: '33 I2 7 Phone #: a.5y5 Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: SA-0 fie.. R1dvf> I hereby certify that the work has been abandoned andlor the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Si•na ur owner or ent The foregoing instrument was aknowledged before me this day of t(Pl ,2d 2,by 30Eieurta, Who is Notary Pu Sign: Seal: o me or who has produced Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: May 15, 2012 Invesca Development Group, Inc. 10368 W. State Rd. 84 #101 B Davie, FL 33324 Attention: Christopher Longsworth Chris, This letter is to notify you that your services as contractor and the services of your subcontractors on my project located at 9700 N.E. 12th Avenue, Miami Shores, FL 33138 are terminated effective immediately. Should you have any questions regarding this matter feel free to contact me. Sincerely, Jeff Boerner SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 If Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach thls card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: oh G Io�c�� *.i01% I\ 2. Article Number P COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by (Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type �8] Certified Mall ❑ Registered ❑ Insured Mail ID Express Mali �&I Retum Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes (Pander from service label) 7 Cl 8 ], 830 0002 0585 0654 II PS Form 3811, February 2004 Domestic Retum Receipt 102595-02-M-1540 UJi roC��E C�2 cod Zm oiliEmttl.. °o1 COW V Io �- � (DE E Y a) ZV) m 411:12,0_ C lO ,p N O.e.. C. Gp tp 07-73 ,12 iseelainiemsamosOmmil 1830 0002 0585 0654 1830 0002 0585 0654 swesarmememmess CI CI CI O f�- N 3 Postal Sere c RT FBIEDAMAI ri RECEIPT (Domestic Mail Only, No Insurance Coverage Provided) For delivery iInfformation visit our websiteBat www asps comg Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $ Postmark Here Sent To Street, Apt. No.; 10 3l S , , ST A-C . CZ y 10 1 L3 or PO Box No. City, State, ZIP +4 333 ;,PS,F,ormg3,8D0 August, 006 , NOTICE OF COMMENCEMENT A.RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. el G I D 121' TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following it duII ra3iu is provided in this Notice of Commencement 1. Legal description of property and bit eet/address: 2. Description of improvement 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, • • ti - d phone nu 5. Surety. (Payment bond required by owner fro contractor, if any) Name, address and phone numb . /'f/ /s4 Amount of bond $ /1/'ii" B. Lender's name and address: /1///;-- 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, 1111111111111111111111 11111 111111111111111111 CFN 201 1 R i 1 45338 OR Bk 2716 ►7 Ps 2974; Ups l RECORDED 03/07/2011 09:16 :12 HARVEY RUVINr CLERK OF COURT MIAMI—DADE C :OUHTY r FLORIDA LAST PAGE Space above reserved for use of recording office 4100 NE- f21 Alt M,'cwn / SildifeS L . Name, address and ph enum SOO /)?L /0564 w 5 4'.k. 35 ,5z q,(-/- S- S6?' 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name address and phone number / r/ s G O� (% , v : `� /0/ a- -35.52 9. Expiration date of this Notice of Commencement (the expiration date is 1 year Imo the dste of eecorcring unless a different date is specified) WARNING TO OWNER: ANY. PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AM] CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECITMIED 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 NOTI ! - - ENCEMENT. Signature(s) Prepared Print Name Title/Offlce STATE OF FLORIDA COUNTY OF MIAMI - foregoing I orized Officer/Director/Partner/Manager. Prepared By A4/4114.-4 61"4 Print Name /Mine/ 14(s - l -S, f036S w rof _ 8`rd /pl age a 15317 s a B ❑ Individually, or *gr d • GNItiST • 6 04; . ,at SAY COtJtMISSlO vE EXPIRES June (I7, 2i314 e C ON FL R STA Und =,des of perjury, I declare that 1 have read the foregoing atitI �s' ESS that the facts stated in ft are true, to the best of my knowledge and & iar •fore me this , / day of OW. .0/0 for ng type of identification: tary Public: Tint Name: f Etprbnv tIFFiliFY tom? ens is a two oth M cP f (SEAL) oratrgfi, t�t9i!,q rpK:r� Wit,cf Signature(s) of By 128.01 -52 PAGES ono Owner(s)'s Authorized Officer/Director/P By G � Nni ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163`® STREET. SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940-3088 • FAX: (305) 340-3273 PROJECT NAME • CONTRACT NO DATE WEATHER Fri c�/L/Y REPORT NO. • • �' 11 TIME .1t-'.3 FAIR ti.OUDY RAIN GENERAL CONTRACTOR • REMARKS 0 ; ! I? Sv J /»] ief6e-'e° 8Y --1",` 6)1 s.. fir✓ 6. ,A4 777, /,�i /9774,/t--- /.//f. ,,er, dr4 A--/O Le#0/ :D61„#&fe ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163'x' S I Fitt I, SURE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940-3088 • FAX (305) 940.3273 PROJECT NAME • CONTRACT NO • DATE : ‘b/15711 Bot k6 97ooros� LJ`Ty��' WEATHER GENERAL CONTRACTOR ° REMARKS TIME - FAIR REPORT NO • 2 AV CLOUDY , RAIN ,e2.9 put501;': ARBAB ENGI " RING, INC. CONSULTING ENGINEERS • 3363 NE 1631° STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305] 940-3088 • FAX (305) 940-3273 PROJECT NAME • beft:4l CONTRACT NO_ • DATE WEATHER • cpeo 4,4e/g1 REPORT NO • 3 3/15/1/ TIME: AZ430 FAIR CLOUDY RAIN pfefo-A/ ,-7-cr-xf)7;/ w g.•#/v/gfir ACCEPTED REIMPECION NECESSARY INSPECTED BY - ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 16736 I lift I, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3068 • FAX: (305) 940-3273 PROJECT NAME • � ifre5 CONTRACT N0. • 17d0 ri 1 9-AI DATE 49 il WEATHER GENERAL CONTRACTOR • REMARKS REPORT NO • 4 TIME FAIR CLOUDY RAIN 8,"/ -0 6) /9A-_/.19 /9//0 vete2gp ,/ ACCEPTED REINSPECTION NECESSARY , INSPECTED BY - ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163`' STREET SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940-3088 • FAX: (305) 940.3273 PROLECT NAME • 6 0e- ° rre. CONTRACT NO • REPORT NO. : DATE : 3/31/ 11 WEATHER GENERAL CONTRACTOR REMARKS TIME - FAIR CLOUDY flegeAti .gyp-- f 1 ' t) Air 49/44et? aA..veZ -&;" s ACCEPTED REINSPECTION NECESSARY INSPECTED BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3383 NE 163RD STREET SUITE 701 • N. MIAMI BEACH. FLORIDA 33160 • {305) 940 -3088 • FAX: (3(15) 940-3273 PROJECT NAME • 4 F *► R E171'©E tad IG REPORT NO. - CONTRACT NO • DATE . 5LL /II TIt - 2 9.Ir, WEATHER FAIR frol CLOUDY RAIN GENERAL CONTRACTOR • REMARKS - ©(dsE4-vED Tea S re, AS Rirou g...)7v> 1 T1'l cst. by U b t14 o F Etch►- v4S AT THE 4/7"X A'JJ SEv .4 t_ 1 SS u g$ v1 Leg. D) SGu SSE i5 101714- The B t�iD 4 vP F"e4 ^'- /1.,40 Ttl re . TAE got.-Ds ia4 orcFl Ate~' t A6eJ►r'flt 5TE v1 wtt - AL-42A)4 7'H oa> , /DBE of2F TWHouSE %E1 n14 Cm/P.4. I dabl aS To THE AMAIN Asp► %ta -i N t F;JG•G 1414 d f 17* Rs; id ;co p...e.4E_Dp Aor9r2.y t..VMA• AsovE, Tim 4,Zovdt FooJe.su4Js }CIE AgrosiurE4Teo 7131S 4000-10") T© 8*._ v 1f1E>' JbOfl to b Caiiad-TEDI 'rl9E SAC.co ►? M 144 S THE e940PI Too Q f T)FLc MATAt- 4 TA*, 4 RA 71+L Act-cF TT v $5/ S rmis►- ©1 5 Ar iE PL- s 4640> RFC eoie,li &c?,0,) A iv yEta Fl cATio.3 . 't4E-81)i0,904 9FF/ )Ai. A'Sgi'vF310iD TWA -Goa , 4 t b,2 sveft4Il 00A refl TU?E irfitArS 05.61D To r4iS F= o R, LE VIEW . ACCEPTED REINSPECTION NECESSARY ,0" INFECTED BY • ice~ ,*(j ARBAB ENGINEERING, INC. • 3363 NE 163s0 STFIEET. SLATE 701 • N. MIAMI BED. FLORIDA 33160 • I2% R40-3099 • FAX: (305) 940-3273 PROJECT 1 - 9 1.340 e -4r CONTRACT NO_ • DATE WEAVER GENERAL CONTRACTOR • REMARKS - C,,{",`U 1WE : ,› FAIR CLOWY RAIN SoL�s��F �` /Ai9 �� of 7 orl 1 5 5 * 90154-r . - 15 7,0- ACCEP1ED ,Q f "vs"-76° s 1� RENSPECT1ON NECESSARY INsPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163'x' STREET SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 PROJECT NAME • Bositxleit Airo7fitosT4c.E. REPORT NO • CONTRACT NO. • DATE 2 (15 1 e. TIME • 5% 3© Ir . WEATHER FAIR CLOUDY RAIN GENERAL CONTRACTOR • _ REMARKS . oiSSEit x6.0 Z'ti$ S OM, AA, 0164digArrEA. AtAJOSA o t+11 JJ�fta Nl % • fist EgrhEiz yua5 %LEs 1 4T T P , 5 'DAME 400 TI+? S Icc'i'uv e, / OksS5it✓.�TT o., . o$SL2v i� Gala v,JD ►bolt SL 46.E P9144N4 ?A/' %osrAu -ATTo,) &'P 17 P► S . (010Jfl OF eo JJttii-TT RfiAtit of 4ga v,v13 Fjav,L S1•A■r3. t4 hut t 6t PIYYov oiesEali o "rive Jhd$4) If J -tit. P►r s wEi vs j Au f Ad t wa•s IalrsPEATE.fl i THt5 p' F t4E. • r TN.*S 4f-PA of 417424c-1e-5 1 T»E tlAJt fLQo, - 51.-APS Is 6014PI- --71ED *WO Pf 'mil S c t3 Svc. i e f) ^ ACCEPTED REINSPECTION NECESSARY INSPECTED BY • 8 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 157013 Permit Number: RC -7 -10 -1221 Scheduled Inspection Date: March 09, 2011 Permit Type: Residential Construction Inspection Type: Foundation Owner: BOERNER, JEFF & NORA Work Classification: Addition /Alteration Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Inspector: Bruhn, Norman Project: <NONE> Contractor: INVESCA DEVELOPMENT GROUP Phone Number Parcel Number 1132050170010 Phone: (954)445 -8675 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE. EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS PasseWfirl 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- 147877. Provide compaction letter. NB March 08, 2011 For Inspections please call: (305)762.4949 Page 23 of 27 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 163509 Permit Number: RC -7 -10 -1221 Scheduled Inspection Date: September 22, 2011 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: INVESCA DEVELOPMENT GROUP Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Phone: (954)445 -8675 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE, EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS 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- 159356. CREATED AS REINSPECTION FOR INSP- 159016. CREATED AS REINSPECTION FOR INSP- 158974. CREATED AS REINSPECTION FOR INSP- 158813. CREATED AS REINSPECTION FOR INSP- 158730. CREATED AS REINSPECTION FOR INSP- 158597. No inspection until masonry is approved. NB The truss shop drawings approved by the Village must be on site for inspection. Truss connection to structure does not match the plans. NB September 21, 2011 For Inspections please call: (305)762 -4949 Page 16 of 29 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163FD STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 August 5, 2011 Mr. Norman Bruhn Building Director Miami Shore Village, Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Boerner Residence Alteration and Addition 9700 N. E. 12th Ave. Miami Shores, Florida 33181 Permit Number: 10 -1221 Dear Mr. Bruhn: As per our job site meeting and issue with the truss metal straps, the general contractor provided to this office the single strap truss anchor (TA20) that was used for this project in lieu of strap connector specified on the drawings. Following review of the submitted strap and evaluation of the original calculations, this office recommended additional strap for the bearing ends of the trusses. These new straps to be as per connector schedule, nailed to the trusses and to be anchored to the concrete roof beams with 'A" round tapcons in order to provide additional capacities for the trusses similar to the original design requirements. The trusses and truss anchor inspections are not part of our special inspector requirements and will be by the Building Department. Should you have any questions or need any additional information, please d . not hesitate to contact me. - Ali Arbab, P.E. For Arbab Engineering, Inc. P.E. No. 35460 Special Inspector No. 0456 AA/aa C: /AA/ComplianceLetters/boerner s . p let f Root Te4v4tg NOA No. 08- 0305.07 Exp: 1/29/2012 TESTING * ENGINEERING CALCULATIONS * INSPECTIONS Since 1998 September 19, 2011 Building Department Official; Florida Roof Testing Services, Inc. has performed a the uplift test on the building described below. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2007 TAS- 106 -R, (2006 supplement). Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services Inc. responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing Services is not responsible for any damaged or broken tile during the course of the test. Please note all measurements are approximate. Contractor. Job Address: Permit # Application Method: Test Results: Tech: Report Prepared By: FRT Job # IDT Building_ 9700 NE 12 Avenue. Miami Shores, Fl. Foam Set, Monier, 7,375 Sf. 9/19/11 Pass FH Fred Hernandez, Senior Technical Analyst 11 -115 Locatto Field (T 4070 21 O O O 21 Perimeter (T) 6.5' 2925 30 0 O O 30 Comers (T) 9 380 9 O O O 9 # Hip (H) 364 19 O O O 19 # Rid .e R 30 2 O 0 O 2 A 7 0 k £ \': 50 R. N. Sailappan, P.E. Florida Registration No. 46696 516 NW 1st Avenue, Fort Lauderdale, Florida 33301 * Phone: 954.975.9010 *Fax: 954.956.0990 TAS -106 -R - Tile Uplift Test Report QUALITY SYSTEMS LAB AN iSO 1 7025 ACCREDITED LAE CERTIFICATE OF CALIBRATION Certificate No: FRT005:35,635 Performed for: Test Results: Pass Florida Roof Testing 518 NW 1st Ave Fort Lauderdale, FL 33301 Instrument Details: Calibration Details: Description: Force Pull Gauge Procedure Used: GIDEPIMFQ's/QSL Procedure Manufacturer Chatilion Temp: 72 °F Model Number LG-100 Humidity: 43 %RH Serial Number. R04354 Calibrated: 07/1912011 Equipment ID: N/A Frequency: Quarterly Location: Comments: PO Number Quality Systems Laboratory certifies that the above listed Instrument meets or exeeds all specifications as Calibration Results stated in the referenced procedure unless otherwise noted. It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NISI), or to NIST accepted Intrinsic standards of measurement or derived by the ratio type of self - calibration techniques. This calibration complies with IS0/IEC 17025:2005. Please note that any Test Uncertainty Ratio (TUR) that is less than four to one will appear under the ' TUR" column on the data street below. If the TUR meets or exceeds four to one, the column is hidden from view. Uncertainty evaluation includes the instrument under test and is calculated in accordance with the ISO "Guide to the Expression of Uncertainty in Measurement°. The uncertainty represents an expanded uncertainty using a coverage factor k=2 to approximate a 95% confidence level. In tolerance conditions are based on test results falling within specified limits with no reduction by the uncertainty of the measurement. Quality Systems Laboratory's responsibility shall in no event, nor for any cause whatsoever, exceed the purchase price of this certification. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from the calibration organization issuing this report. Calibration Standards Test Instrument ID Description QSLQ21 Compression/Tension Tester (As Of Cal Entry Date Manufacturer Serial Number Cal Date Due Date Thwing Albert 61544 10/10/201010/10 /2011 Group # 1 Group Name Force Test Stated Accy Pct of Range Calibration Results Range Acc % 0.2500 Reading Ace % 0.0000 PluslMinus 0.0 Nom in Val 1 In Val In Type Out Val but Tvoe Fnd As Lf As u_iw Hiah Pasa/Fail 10.00/10,00 Lbs 10.0 Lbs 10.1 10.1 9.8 10.3 Pass 50.00 / 50.00 Lbs 50.0 Lbs 50.1 50.1 49.8 50.3 Pass 75.00/75.00 Lbs 75.0 Lbs 75.2 75.2 74.8 75.3 Pass 100.00 / 100.00 Lbs 100.0 Lbs 100.2 100.2 99.8 100.3 Pass Metrology Manager Edward Brown Signature: .&iivare ! Brawn Quality Manager. Dr. Cheryl Thibodeau Signature: 34 44 "' T 7604 NW 6th Ave • Boca Raton, FL 33487 • TEL: 561.999.1896 • FAX: 561.999.1897 QuelkySysLab@beltsouhl.net • www.QSL- lnc.com Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: ( 0-122 ( DATE: / 1 ( (//5 L ofri <S O Gu KM Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 10 -1221 Job Name: March 18, 2011 Miami Shores Village Building Department Building Critique Sheet Truss 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The truss plan layout does not match the plans roof framing. The 2 plans must match. 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 revisd sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1161(V --k3k Mi s 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 JUL o ZOlJ Permit No.7—C) 1 ft ` 21 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Je 144f pmv.s..w Phone#: /Y 1 I$ al 7s" Address: 9700 N40 /e' I City: p14 r Gtevvb 5 A e's State: olpn h Zip: 3/ k Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: r '? b 0 Nt l Z t^ Au-e-- City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: Zip: 3.3 5 �? CONTRACTOR: Company Name: VtAl6GlA Address: / VP/ t to / pi �u/) AState: Y L Qualifier Name: a141'` L 1 w1 `/. _ State Certification or Registration #: G 616-1671/55, Contact Phone #: Email Address: City: 4Datafi/ke14 &4r Phone#: 7S- Zip: Phone#: 901i a90.071- Certificate of Cam ency #: Ve5C'i b l . c DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Type of Work: OAddress Description of Wor lnoo C Alteration Square/Linear Footage of Work: ONew mole -1'.141/11agto" ORepair/Re lip Demolition RSA- r . Ne v gOo y I&9' pr // . - COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * ** * * * * * * * * * * * * * * * * * * *, tit ** ******. **F * ** *a�Y,t****.a tie * ** ***.* ** ** *� *** *�Y *** ** * * * ** ^ °° sv Submittal Fee $ Permit Fee $ lad � CCF $ CO /CC $ l Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ G Ol 9<T L90. 0 -14 45 ow 'km, 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 Stare 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 -_ 14 r +4' 14 or Agent The foregoing instrument was acknowledged before me this 1 day of t/l , 20 by de.-/-6K1 , who is peg y�� to me or who has produced As iden Sign: _ r Print: My Commission Expires: Contractor The foregoing instrument was acknowl day of 20/0 , by ged before me this 7 who is personally known to me or who has produced as identification and who did NOTARY Si My Commission Expires: AVA LON TH �,,. ��riD C 84527 f� F/'es July 1, 20117019 t******************,******************************* * **s* * * * * **a * ** * ** **** *** ** **** :_ * *a** * ******* ******** * ** APPROVED BY Plans Examiner 7/a Zoning .7)0 - 7) ) 2 © Structural Review Clerk (Revised 07 /10/07XRevised 06/10 /2009)(Revised 3/15/09Xrev6/4/IO) Permit No: 10 -1221 Job Name: Februaryl0, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 3RD \1) A demolition permit application is required prior to issuance of the renovation permit. 2) A.roofing, septic system, wall and patio permit applications are required. (future) • 3) Provide signed and sealed truss plans that have been approved by the designer d record. (future) Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 omil6n ft onizr.n vein L'ur-r ...... Permit No: 10-1221 Job Name: . January 6, 2011 r Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 758.8972 Page 1 of 1 Building Critique Sheet 2nd 1) The permit application muskinclude a description of work that matches the plans. 2)&deo1i ri,cmma. 0141921, plumbing, mechaniPt muldgiuggslomg amtMiliEt permit applications are required. ------> 3) Ali foundaUons In the altereciarea must be identiTiecLExtingfooterWst icie'. :l ',. and reinforcement. 4) Provide a special inspector form for the masonry and-corrTractiurk$. 5) Provide signed and sealed truss plans that have been approved by tbi:- ' iO. record. ,, . . .. Plan review is not complete, when all Rerns,above are, corrected, we will do a complete plan review. . • If any sheets are voided, remove them from the plans and repiXe with neiaaVisid sheets and include one set of voided sheets l the re-submittal drawings. Norman Bruhn CBO 305-795-2204 1 X14) —Ui Permit No: 10 -1221 Job Name: January 6, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The • - ••• t application must include a description of work that matches the plans. 2) • demolitio roofing, eleetkah wing, tr a aI, s ptic system,wall and patio • • ications are required. 3) All oun a ions in the altered area must be identified. Existing footers must identify size and reinforcement. 4) Provide a special inspector form for the masonry and compaction. 5) Provide signed and sealed truss plans that have been approved by the designer of record. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT PERMIT #: CA 0` 221 DATE: i I o Contractor o Owner o Architect Lo(4-5 1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 \D Picked up 2 sets of plans and (other) Z&)5 t,is l2j Address: (In 1 2_ 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 pr•cess. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #i-C__;\ `l 1 2-2.1 DATE: \ 2o11 I, \,,c Whig SiUc9 {�� ❑ Contractor ❑ Owner ❑ Architect P. Address: ke6p 2 sets of plans and ther) 00-6(0vOrE 17_ Ale� 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 proces Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: P d ` —1�� PERMIT IVliami Shores Vivage Building Department RECEIPT DATE: 1 2 3 l2.c» I, ‘/7/5 ZO 1n S /.v ri Contractor ❑ Owner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other)'1 ��L C � C ? t lcci LS Address: 6000 If 461. 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: ilo CaiR!3 1cra; `6' Permit No: 10 -1221 Job Name: July 20, 2010 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 V1� Plans must be approved by HRS for the septic system. ✓L) Provide receipt from Miami Dade planning and Zoning for impact fees. �3) The permit application must include a description of work that matches the plans. ._..e4) A demolition, roofing, electrical, plumbing, mechanical, septic system, and patio permit / applications are required. ct%(( eJ) Corrections for mechanical, electrical and plumbing must be completed. )The demolition plan has no scope of work. .Pf Provide energy calculations. -8) All foundations in the altered area must be identified. �9) Provide a special inspector form for the masonry and compaction. x,,.10) Provide signed and sealed truss plans that have been approved by the designer of record. vide a detail for the X bracing that is shown on the roof framing plan. etail NS -5 on sheet A/S-6 does not reference the location of this bracket. 1�rovide a detail of the required diaphragm boundary (fascia or sub). rovide an interior wall detail. 1rovide insulation requirements on plans. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1 1* Job Address: Acetow BUILDING DEPARTMENT It)oso N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2362 TELEPHONE: (305) 795-2204 FAX: (305) 756.6972 Review Comments for Mechanical Processor Contractor: Permit No: ID_ l '314 j Reviewer: Phone No: Date: v"), Only the items preceded by an (x) must be corrected. ) I Need HVAC design schedule Miami Dade County Chapter 8. 2 No combustible in plenums. FBC -M 602.2.1. 3 Auxiliary and secondary drain systems required. FBC -M 307,2.3. 4 Air handler shill be mechanically attached to air system. FBC -M 603.7. 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 6 Need balanced return air. FBC -M 601.4. 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ) 10 Air handling units in attics must meet all the requirements of .(show Notice to Homeowner) FBC -M 306.3. I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. 13 Outside air required. FBC -M 403.2 ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. ), 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. I7 Appliance must be protected from damage. FBC -M 303.4. 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire ( 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other Comment Sheet Mechanical • Page of 07/0481.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ermi "No. Job Name PLUMBING CRITIQUE SHEET ilk / O / . P e/t "4— ,,ters-lechgc ,C) smea 4/046-r-ef/e )41-- Lilere Z P4ci st;Jc,e. s r z-e d ee/4-r e :WV2,� 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 -7 -10 -1221 Issue Date: Not Issued Expires: N of Issued Folio Number:1132050170010 Owner's Name: JEFF & NORA BOERNER Job Address: 9700 12 Avenue Miami Shores, FL 33138 -2544 Owner's Phone: Total Square Feet: Total Job Valuation: 500 $ 34,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/7/2010 : Yes Comments: PERMIT DOES NOT ACCURATELY DESCRIBE SCOPE OF WORK Permit No:49e A 6 /0 f2 / Job Name: g4b-A-A't1t- reek ( /® , �2O89- Miami Shores Vivage Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ®fie / I-1 &® I ? & r 5 e. 0,41 5 -2 - 14,f7,G 4- .0491'- ew or5Z �� A-Ae 44,0? 7 AC �® PbALeIi) ,' Y''.a ,EP P ,L 5cief ezt SJ®efr-�� eg 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. Mike Devaney 305 - 795 -2204 1VIian1i Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. %',6) -' 1 �. 2 l Job Name Date f 2...5 t, 5411'6P 01:7P11-6 5 (r7-?0s.5 E 5) STR.UCTURA QUE SHEET I'rY C43P' /5 CoPY iS Nor, 547-0 IVliami Shores VHIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: / [0 t 2,21 DATE: 'e,P3 V EU! 1, O f(5 6 °WA. ❑ Contractor ❑ Owner Pi =d up 2 sets of plans and (oth Address: 'oss si �lcs0 Nts )tL 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 process. Acknowledged by' PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: DATE BATCH NUMBER A °® CERTIFICATE OF LIABILITY INSURANCE ;AE( 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 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 The Contractors Choice Agency PO Box 13645 Chandler AZ 85248 CONTACT Jon Rock PH : (800) 918 -3584 IRAN,* (877) 684 -9952 ADDRESS: jon @nginsuranceonline . com PRODUCER 0007695 CUSTOMER ID e, INSURER(S) AFFORDING COVERAGE NAIC I INSURED Invesca Development Group Inc. 1401 SW 54th Avenue Plantation FL 33317 INSURER ANat'l Contractors Insurance 12293 INSURER B : G12000011784 -01 INSURERC: 9/18/2010 INSURER D : $ 1,000,000 INSURER E : PREMISES (Ea RENTED INSURER F : COVERAGES CERTIFICATE NUMBER:CL0991804967 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. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSR W VD POUCY NUMBER (MM/DDIYYYY) (MMIDD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY I OCCUR G12000011784 -01 9/18/2009 9/18/2010 EACH OCCURRENCE $ 1,000,000 X PREMISES (Ea RENTED $ 50,000 CLAMS -MADE `X MEDEXP (Any one peraon) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L GENERAL AGGREGATE $ 1,000,000 AGGREGATE UMITAPPUESPER: POLICY JET PRODUCTS - COMP/OP AGG $ 1,000,000 il LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABLLITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS Y / N NIA WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ below E.L DISEASE - POUCY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 707, Additional Remarks Schedule, I more space Is required) CERTIFICATE HOLDER CANCELLATION (305) 756 -8972 Miami Shores Village 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 POUCY PROVISIONS. AUTHOR® REPRESENTATIVE _ Robert Roek /TRILL ACORD 25 (2009109) INS025 (200909) 01988- 2009ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City of Plantation LOCAL BUSINESS TAX Plantation CERTIFICATE theIs prance Valid from Sep 17, 2009 to Sep 30, 2010 Classification: 4 -A General Contractor - Building Business Name & Address: INVESCA DEVELOPMENT GROUP, INC. CHRISTOPHER F. LONGSWORTH, QUALIFIER 1401 SW 54 AVENUE PLANTATION, FL 33317 NOTICE: if Business is sold this Certificate must be transferred within 10 days or it becomes null and void. Certificate # 124492 Account # 0009-0512 THIS CERTIFICATE M CONSPICUOUSLY DIS CITY CLERK SIGNATURE 1 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: Owner Name: Business Location: Business Phone: Rooms INVESCA DEVELOPMENT GROUP INC CHRISTOPHER LONGSWORTH 1401 SW 54 AVE PLANTATION 954 - 445 -8675 Seats Receipt #: 180 - 227573 Business Type: GENERAL CONTRACTOR (CER' CONTRACTOR) Business Opened: 09/17/2009 StatelCounty /Cert!Reg: CGC1512351 Exemption Code: NONEXEMPT Employees Machines Professionals 1 For Vending Business Only • Type: Tax Amount I•YUIYV. WI na v.....VV. Transfer Fee NSF Fee Penalty - + Prior ` Collection Cost Total Paid 27.00 0.00 0.00 0.00 13.50 0.00 40.50 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: 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 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. INVESCA DEVELOPMENT GROUP INC 1401 SW 54 AVE PLANTATION, FL 33317 W • on. Receipt: #013 -08- 00000759 Paid 09/17/2009 40.50 03 -09 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES 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: PERSON: FEIN: 03/09/2009 EXPIRATION DATE: 03/09/2011 LONGSWORTH CHRISTOPHER 050567552 BUSINESS NAME AND ADDRESS: INVESCA DEVELOPMENT GROUP INC 1401 SW 54TH AVE PLANTATION FL 33317 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 03/09/2009 EXPIRATION DATE: 03/09/2011 PERSON: CHRISTOPHER LONGSWORTH FEIN: 050587552 BUSINESS NAME AND ADDRESS: INVESCA DEVELOPMENT GROUP INC 1401 SW 54TH AVE PLANTATION, FL 33317 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. H E R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (8501 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 1lOTE: ..AT, DEED & MEASURED DIMENSIONS ARE THE SAME UNLESS OTHERWISE NOTED LEGEI'v A/C = Air Conditioner A E = Access Ea =ement ASPH. Asphalt B.C. n. Broward County BLDG. = Building B.M. 3enrh Mark B.S. := BellSouth C.B. _ Latch Basin C.B.S. = Concrete Block Structure C/S = Concrete Slab ;(C) = Calculated C/L = Center Line C.LF. = Chain Link Fence C.LP. = Concrete Light Pole C.P.P. = Concrette Power Pole CONC. = Concre e C.T.V. = Cable D.C. = Dade Cou 'ty D.E. = Drainage Etlssement (D) = Deed = Delta D.H. = Drill Hole DIST. = Disturbed E.O.W. = Edge Of Water ESM'T. = Easement E.M. = Electric Meter EL = Elevation E.P. = Edge of Pavement E.S. = Electric Service F.F = Finish Floor F.I.P. = Found Iron Pipe F.I.R. = Found Iron Rod F.N. = Found Nail FND. = Found F.P.L = Florida Power & Light GAR. = Garage I.E. & E.E. Ingress Easement & Egress Easement L= Arc Distance L.A.E. = Lake Access Easement LM.E. = Lake Maintenance Easement LP. = Lamp Pole (M) = Measured M.H. = Man Hole M.LP. = Metal Light Pole M.P.P. = Metal Power Pole N/A = Not Applicable N.C.V.D. = National Geodetic Vertical Datum N &D = Nail & Disc N &T = Nail & Tab 0.H.W. = Over Head Wire(s) 0/L = On Line O.R.B. = Official Records Book O/S = Offset (P) = Plat P/L = Property Line P.K. = Parker Kellen P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.R.M. = Permanent Reference Monument (R) = Record R = Radius R/W = Right of Way S.E. = Swale Easement SAN. M.H. = Sanitary ManHole STM. M.H. = Storm. ManHole U.E. = Utility Easement U.P. = Utility Pole W.F. = Wood Fence W.P.P. = Wood Power Pole W.M. = Water Meter x 0.00 = Elevation Spot LOT 2 BLOCK 180 / / Found Nai On Roo Tr Wood Powe TRACT .T =O —C M.S. St:C. 8 REV(31 PLAT 13000P) 129.96A) CBS wL �•. +,o l 0 Ao, ms '08. O N p S)o Ss Wood Steps 1.04' 7.0' 4' METAL FENCE— ..� ti`' 1 POOL 4). I PUMP 12 vT / x12.7' c CORAL /Aoe w TILE 22' 10 ri N N ,N4 O 1� Metal�.� Gate 1/2" F.I.R. NO CAP mew 20 15 5 'o 99 power Pole I /°. x12.7' 15.75' d� 3.80'' x12.7' Metal Gate Conc. Drivewa o ao N QARAQE' ELL-v=10.28 overed Tiled Porch lanter (enter 25.50' BBOOC 0 K 180 n N of 39.6' CBS WALL x10.55' 4' CBS WALL //—ON UN uNE SET 1/2" Iron Rod #6510 @P.C. 1/2" F.I.R. NO CAP 1/2" F.I. #6510 @P.C. 26.0' PARKWAY 1 19.90'41\1./2" F.I.R. — — \ N CAP A = 7702'15" R = 25.00' L =3361' N.E. 97th STREET y1 75.00' R/W 't9 fig. 22.0' ASPH. ROAD sr'• X96 37. • 7S 0 20 SCALE 1' :20' 40 NOTE.- THIS SURVEY WAS PREPARED FOR CONVEYANCE, 777LE AND MORTGAGE FINANCING PURPOSES IT IS NOT INTENDED FOR CONS7RUC710N AND PERMITTING. ADDI71ONAL INFORMA770N MAY BE OBTAINED FROM THIS OFFICE, IF REQUIRED. SUBSURFACE FEATURES NOT LOCATED N07E THIS SURVEY EXCEEDS THE REQUIRED ACCURACY FOR SUBURBAN MEASUREMENTS OF 1 FOOT IN 7,500 FEET MAP OF BOUNDARY SUR VEY SCALE: 1" = 20' NOTES /REVISIONS COMMUNITY PANEL No.: 120652 0093 J FLOOD ZONE: x BASIS OF BEARING: MEASURED ANGLES DRAWN BY: SAGO CHECKED BY M.A. ITHAN (UPDATE ELEVS 08- 29 -0i)) L A7E OF f7RM: 3/2/94 BASE FLOOD EL: N/A BENCHMARK REFERENCES: N/A ARNULFO FINAL 10 -6 -08 FIELD BOOK: FOLDER PAI;E: N/A PROPERTY ADDRESS: 9700 NE 12 AVENUE MIAMI SHORES, FLORIDA 33138 PARTY CHIEF. LUCIO SURVEY DATE: 10/8/07 GENERAL NOTES THE ACCURACY OF 7H1S SURVEY EXCEEDS THE R£OU/REMENT FOR AN URBAN SURVEY. FLIRT- "RICHE IT DOES NOT REFLECT OR D£7ERNINE CANERSHP. LANDS SHOWN HEREBY HERE NOT ABSTRACTED BY BASELINE ENGINEER /ND & LAND SURVEHIA7 /NC FOR EASEMEN7$ RIGHT - -OF —WAYS of RECORD & OTHER RESTRICTIONS OR 7ESERVAT/AYS LOCAHONS ARE LM67ED TD YWSIBLE IMPROVEMENTS ONLY AS SHOOT HERE&, PLAT, DEED & MEASURED DIMENSIONS ARE ALL THE .£1M£ UNLESS IT IS 07HERWSE NOTED. ELEVATIONS SHOWN ',VIEW ARE BASED ON THE NATIONAL CEODE7TC 1457flCAL DATUM OF 7929• UNLESS O7HER7HSE NOTED. CER7777-CA noN: THIS SURVEY MEF7S MINIMUM TECHNICAL STANDARDS AS SET FORTH 8Y THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS • A110 MAPPERS /N °VAPID? 61017 —S. FLORIDA ADNINMS7RA7/VE CCU PllltS;1ANT TO SECTION 472027, FLORIDA STATUTES OI -C`) Ernest W. Duncan. PSM State of Florido Dote Professional Surveyor & Mappe; Nu. 5182 NOT VAUD WTHO UT ThE DX:NATURE AND 515 G9'G%4L RAISED SEAL A A FLGWDA ULENSED SI/RVSYLR AND MANNA FOUNDED 1993 BASELINE ENGINEERING AND LAND SURVEYING, INC. 1400 N.W. 1st COURT BOCA RA TON, FLORIDA 33432 EB -6510 (561) 417 -0700 LB -6439 JOB NO.: 07 -10 -011 SHEET NO. 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 B L ING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 01-)00 4J City: Miami Shores County: Miami Dade Zip: 3?- \ 3 g Folio/Parcel #: Is the Building Historically Designated: Yes NO v Flood Zone: 14s, @MEMO MAY 2 r c �� BYoma aooemoo ©memme0o FBC 20 � 12 —ol ?CAC) —� ROOFING OWNER: Name (Fee Simple Titleholder): J E EQ t°A, Address: 41.--) 00 Phone #: 30 7 S') a s y e City:' State: L Zip: -3S 1 3 1( Tenant/Lessee Name: Phone #: Email: x.\\ `'iSk} %0l — o13S`\ CONTRACTOR: Company Name: .!Z 1"� ,b ei. Phone #: 3 o S 5i " a S 4 J Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit $ 1 O6 Square/Linear Footage of Work: Type of Work: ❑Additionn� OAlteratio UNew ORepair/Replace ODemolition Description of Work: �'� \O P®\ C' 4.-� pct.-4 p ,emu s Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ i/po OD CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 44' 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. Si a, ature '\i Signature 0 o Agent Contractor The foregoing instrument was acknowledged before me this 1 6 The foregoing instrument was acknowledged before me this day of h `( , 20 !(, by ( liC3�a . t,..rz_rZ-, day of , 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC• ```°° ° ° ° °tuunrtttt /,„ • . 6. Sign: Print: My Commission Expires: APPROVED BY NOTARY PUBLIC: Sign: Print: My Commission Expires: $ /• Plans Examiner Zoning Structural Review Clerk (Revised 5/2 /2012XRevised 3 /12 /2012XRevised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME�BTS OC.1G7- 44;..rL DATE: S- ADDRESS: 92, 0 0 Icy.^ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initi 4. I understand that I may build or improve 'a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initia 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial cy`� 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myforidalicense.com /dbor /pro /cilb /index.html Initi 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initi Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of �.�u' ., , 20 102J s personally known t me or who has Produced there License or as identification. OTARY ---- ` 01 ,PAN CLAUDIA V. CUBILLOS Notary Public - State of Florida • _= My Comm. Expires Sep 23, 2015 Commission # EE 128810 �'%%°„� oa• Bonded Through National Notary Assn. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177875 Permit Number: MC -1 -11 -103 Scheduled Inspection Date: August 29, 2012 Inspector: Perez, JanPierre Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments DUCT WORK EXTENSION OF FLEX TO NEW ROOM ADDITION. EXISTING UNIT TO REMAIN. EXTED. 09/22 LIKE MASTER. 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- 155119. JEFF BOERNER 954- 801 -9359 671,A l`o o1, 6 August 28, 2012 For Inspections please call: (305)762 -4949 Page 27 of 32 [PA ki,RAAPP/ L l - 531 1, "1- - - ee) 171-P I( 14-ei lz - 4,5 [74-1/9NI ACCPRIlar CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER R S NO RIGHTS UPON THE CERTIFICATE HOLDEITHIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED SY 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: lithe CIItjifmate holder is an ADDITIONAL INSURED, the poliGy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the poIIcy, certain potleies may requite an endorsement. A statement on this certificate does not confer rights to the certificate holder in Lieu of Such endorsement(s). PRODUCER Suarez & Associates 7400 N.W, South River Drive, #81A Medley, FL 33166 Phone (305)884 -8664 Fax (305)884-66977 INEUR ED NORTH POLE AIR CONDmON INC 13001 SW 15 CT # 207 PEMBROKE PINES FL 33027 CONTACT NAME PNo. NONI; (305)884$684 (1 Eimaa�;�. tramat8nbetlsouth.Ret INSUNR�E�R S—j AFFORDING COVERAGE GREISY VERDUGO INSURER A : INSURER B INSURER C : INSURER D INSURER E : GRANADA INSURANCE COMPANY (305)884.5977 NAIL s COVERAGES CERTIFICATE NUMBER: INSURER F REVISION NUMBER: . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, OCCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. I LTR • TYPE OF INSURANCE ADDLSUeR INSR 1ARi(jl !A GENERAL LIAB IUTY ❑ GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ JPER ❑ LOC , AUTOMOBILE LIABlUTY ❑ ANY AUTO ❑ AUTOS O ED ❑ HIRED AUTOS ❑ ❑ ❑ AALrOULEO S ❑ AUTOS ❑ umeRELLA LTAB ❑ EXCESS LAB ❑ LCU ❑ OCCUR ❑ CLAIMS -MADE rtt!tr i,UNb WORKERS COMPENSATEON AND EMPLOYERS LEAI UJT( Y / N ANY PROPRIErOR/PARTNER/IXECUTIVE OFFICER/MEMBER EXCLUDED? N/A (Mandatary in NH} under DESCRIPTION OF OPERATIONS below POLICY NUMBER 0185FL00029851 IM�D/YYYY1 0927/2011 POLI 1MMMIDD YYYYj 09/27/2012 LIMITS EACH OCCURRENCE $ 1,000,000.00 DAmAGE TO MED EXP (Any RENTED person) $ Ci(?0AP� PERSONAL &ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE PRODUCTS - COMP /OP A00 SINGLE LIMIT BODILY INJURY (Pet person) 1,000,000.00 $ 1,000,000.00 1} BODILY INJURY (Per accident PpRe9PP dreff AMAGE EACH OCCURRENCE 1$ $ AGGREGATE $ W❑ T RY LAMIT orH- a E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ I DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 101, Adc jt anal Remarka Schedule, Smote space is required) CERTIFICATE HOLDER E.L DISEASE • POLICY LIMIT ; S MIAMI SHORES 10050NE2AVE MIAMI SHORES FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 25 (2010/05) Qf 01988 -2010 A The ACORD CORPORATION. All el logo are registered M is reserved. 5 Of ACORD 6LZ -3 TOO/Wild 0ti8 -1 216M850E sal1?ooss z2Jrns -WOE 1i , -fl -Ot Oct 11 11 08:42p North Pole RFC 954- 354 -9493 p.1 03 -10 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES 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: 03/10/2011 PERSON: AGUIRRE FEIN: 208059187 BUSINESS NAME AND ADDRESS: NORTH POLE AIR CONDITIONING INC 13001 SW 15TH COURT # 207 PEMBROKE PINES FL 33027 SCOPES OF BUSINESS OR TRADE: 1- INSTALL & REPAIR A/C EQUIPMENT 3- SALES EXPIRATION DATE: 03/09/2013 JAIME 2- REPAIR SERVICE 4- CERTIFIED AC CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 06(14), F.S., on officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation ender this chapter. Pursuant to Chapter 440.05(121, F.S., Certificates of election to he exempt... apply only within the scope al the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate an longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time far failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? 5850) 413 -1609 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 • PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 03/10/2011 EXPIRATION DATE: PERSON: %IAIME AGUIRRE FEIN: 208059187 BUSINESS NAME AND ADDRESS: NORTH POLE AIR CONDITIONING INC 13001 SW 15TH COURT II 207 PEMBROKE PINES, FL 33027 03/09/2013 SCOPE OF BUSINESS OR TRADE 1- INSTALL & REPAIR A/C EQUIPMENT 2- REPAIR SERVICE 3- SALES 4- CERTIFIED AC CONTRACTOR IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this O chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this Section. H E R E QUESTIONS? (8501 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 1132050170010 Block: Lot: JEFF & NORA BOERNER Owner Information Address Phone Cell JEFF & NORA BOERNER 9700 NE 12 Avenue MIAMI SHORES FL 33138 -2544 Contractor(s) Phone NORTH POLE AIR CONDITIONING INC (954)797 -3639 Cell Phone Valuation: Total Sq Feet: $ 8,910.00 0 1 Tons: Additional Info: DUCT WORK EXTENSION Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: MECHANICAL Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $4.68 $4.68 $1.80 $311.85 $3.00 $7.20 $338.61 Pay Date Pay Type Invoice # MC -1 -11 -39861 01/20/2011 Credit Card 10/11/2011 Check #: 1011 Amt Paid Amt Due $ 50.00 $ 288.61 $ 288.61 $ 0.00 Available Inspections: Inspection Type: Ventilation Final Hood Rough Duct Underground In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 11, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date October 11, 2011 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 VL 1 V c J MAY 2 2512. Li BUILDING Permit No. CJ '\--- 105 PERMIT APPLICATION Master Permit No. PC/ 1 J 2- FBC 20 Permit Type: MECHANICAL � —�- OWNER: Name (Fee Simple Titleholder): ce.ci.. -)tA- Phone#: --1C -7-a5 9 f Address: v" City: Y. -max.,, _ s State: ) (� Zip: 3 l ag Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: Q!"1 s2>o a ti;.. i "T\s`— City: Miami Shores County: Miami Dade Zip: '331Z? R Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: d>> ,� s� . (is ia- g (3) —�3s"� CONTRACTOR: Company Name: D .3 C�. a�> ., aL (t_ Phone #: 3 c3C 1C-1 - c3.5 4 C Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: UAddress DAlteration t ORepair/Replace ODemolition Description of Work: .r C (-mop crrc+1 * *+ x* ***+x*************** * * ** x**+ x*+ x* ***** Fees********* *** ***** *** ******+x*a:*****:x********* Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ \t1\ 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 I _ Owner".' "gent The foregoing instrument was acknowledged before me this I t day of h ? , 20 1? ; by Sf X 130' lvfz2 who is or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY \ \,\t'lll M'�11111111/4 \om`059. ' o * * *'4 ,;;, > fro 4********************************************************** 1, Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Pldhs Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: J c? pncsVo- DATE: k " 1 ADDRESS: °C 1050 x.16 .) (701'` Z. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initia� 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that 1 built or substantially improved it for sale or lease, which violates the exemption. Initl 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initia 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial ° 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initia 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvforidalicense.com /dbor /pro /cilb/index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 9.A Produced there License or to me or who has as identification. N °ptAV• :• -, a ' o " ' r ,-ii�,'�u - � • -s ' + �U B l f O Fs l orid0 a ` PyPJ�.0 yo Cy PubEXcMes a5eP 23.2p1 ' • _ my comm. P Commission # EE 12681 s, o4, edThtouh National {dolary As s n. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder) o g.., Phone #: 30C -1-QS y 5 Owner's Address: Q1-1 0 c, E City: . State :' 1-- Zip Code: 33 t3 Job Address (Of where work is being done): Clci CA-1 City: Miami Shores State4 Florida Zip Code:?, Contractor's Company Name: 16:EP , Phone #: - 7 S 7 Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: VA cTh c\%-1aZ' I hereby certify that the work has been abandoned and/or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this k day of h A ' ,20 IZby _.c- i36 ie--- this day of , 20 by Who is personally known to me or who has produced who is personally known to me or who has produced as indentification. as indentification. \\�I1%.t tSlU :,,,� Notary Public: �0`,. \1, Stivera l Notary Public: Sign: ,�i,,e s 16 •� :.� Sign: (\.vii Seal: — ��Q = Seal: '% 's tt`... ,t/ Ok- . ,,,,�74Ta. OE <<<.��`. USPS.com® — Track & Confirm USPSeCOM Track & Confirm GET EMAIL UPDATES I-1 YOUR LABEL NUMBER 11 5/20/12 8:07 AM Search USPS.com or Track Packages SERVICE STATUS OF YOUR ITEM t< DATE & TIME LOCATION FEATURES I_I 70081830000205850661 Show Details® CI 70081830000205850678 Show Details® (Li 70070710000094193710 Show Details LI 70081830000205850654 Show Details First-Class Mail® Notice Lit First- Class ,Maii® Notice Left f - Filet -Class Mall® Delivered Check on Another item What's your label (or receipt) number? First -Class Mae® Delivered May 17, 2012, 10:58 am HOLLYWOOD, FL 33027 May 19, 2012, 2:49 pm MIAMI, FL 33157 May 19, 2012,1:57 pm MIAMI, FL 33138 May 16, 2012, 9:45 am FORT LAUDERDALE,, FL 33324 Expected Delivery By: May 17,2012 CeNfied'Mar Return Receipt F.XPOrded Delivery By: May 17 2712 Certified Mali"1 Return Receipt Expected Del very By: May 17, 2012 Certified Maim' Return Receipt Expected Deliveryy BY: May 17, 2012 Certified Mall" Return Receipt Privacy Policy > Terms of Use > FOIA No FEAR Act EEO Data > Government Sendees Buy Stamps ,& Shop Print a Label with Postage > ' Customer Service Site Index > ON At3QUT.USPS.0 About USPS Home s Newsroom: Mail Servtre Update Forms &'Pubdiore Careers OTHER USPS 9!7 Business CustornE Postal Inspectors inspector General https://tools.usps.com/go/TrackConfirmAction.action Page 1 of 1 May 15, 2012 North Pole Air Conditioning 1300 SW 15 Court #207 Pembroke Pines, FL 33027 Attention: Jaime Aguirre Jaime, This letter is to notify you that your services as subcontractor on my project located at 9700 N.E. 12th Avenue, Miami Shores, FL 33138 are terminated effective immediately. Should you have any questions regarding this matter feel free to contact me. Sincerely, Jeff Boerner SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse so that we can retum the card to you • Attach this card to the back of the mailptece, or on the front if space permits, 1. Article Addressed to: b2T1{ spp' 6 e' 4,0.1 1.% 1 %O b 1,s e o,, c 4- Q141 a 47 COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by (Printed Name) 0 Agent 0 Addressee C. Date of Delivery I D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type '1 Certified Mall 0 Express Mall 0 Registered --"El Return Receipt for Merchandise 0 Insured Mall 0 G.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes Z. Article Number 7008 1830 0002 0585 0661 (Transfer from service late° PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 O. m m A AE• E R c °® a =-4o, =. E Zm C` 0E 0 010 C d 5 * L o+� E 2;°o m¢ovoaq® �mm ar ® °c t�o pot S m E .R.2.___0) r op � 7 rr�� m z o c t'O. c= N` CNN ` 4. l7 o. c $ CWp Z= �o0 .== �pv woo € ddd gCJ�Z >tivQ92es cpoi =off a0 e3® ®® E■■ 1m ® ® a 1 r • I • r U. Postal Service TM CERTIFIEDM'A�IL�M RECEIPTS (Domestic Mali Only; No insurance Coverage Provided)t; ,For delipery'Information visit our website at www Uses comp Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here Sent To Street, Apt. No.; !Jt 'sal tt es or PO Box No. t 3 00 5 15 GoJri-S =�k a� t City, State, ZIP +4 1c.E i, PS Form 800. r s rr . 3800 August 2006 330 -1 See Reversegior (ngtr etions�.; 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 No. Master Permit No. FEb BY: .m V Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): JO rfp 'p Yt aV Phone #: 1$4 qqj- 375 Address: q-100 N• E• 1111- ji11 I a rp. j S%.o v 1-1. City: Vi(M 4 961`25 State: f— Zip: Tenant/Lessee Name: Phone #: Email: 221 JOB ADDRESS: l%j10O N E aft Auk thi City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier NO Flood Zone: pV 11 elt i( Confiility Phone #: 0164. 777- .3637 00 S S i �5 code} '7:7 I nn4-0V P 1.2,5 State: y Zip: 52o2.-1 ame: State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: CAL I tik 1.-3 q Certificate of Competency #: Email Address: Phone #: Value of Work for this Permit: $ V Q 10. Do Square/Linear Footage of Work: DAlteration C1New ' FRepair/Replace ;,■Gf 1)' l.2pl4e f t l/" Type of Work: DAddress Description of Work: DDemolition * ******** ***** *** **************** ****** Fees** *** *** * *** *************** way ***** ***** * **** Submittal Fee $ Permit Fee $ 314 l CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: **** ** ***+x****************•x********* ***** ***sr***m**************w*******+ x**** **** ******* * **+x *s'*****•xa *** ***** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 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 gfter 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 or Agent The foregoing instrument was acknowledged before me this 11 Contractor The foregoing instrument was acknowledged before me this 11 My Commission Expires: My Commission Expires: ******* * * * * * * * * * * * * * * * ** * * * * ** * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********** * * * * ** * * * * *** * * * * * * ** * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 * * ** * * * * * * * * ** * * * * * * * * * * * * * ** * * * * ** Plans Examiner Engineer Zoning Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): q 7 0 dO, A v J `A �)do L City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT a tie e (mil MANUFACTURER v &tOt ? a pi FL t4 U 48 Li! kJ_ AHU or PKG. UNIT MODEL # P1, )4 «2 h ll 93AJA 42. 4 ®f COND. UNIT MODEL# U P Pt®tj , lie_ KW HEAT Ll NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / 1; EER/SEER /•,j I4 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT rtY€S) NO YES NO NEW 4"CONCRETE SLAB YES 0 YES NO NEW ROOF STAND yam,, YES NO NEW RETURN PLENUM BOX ( YES) NO 71. Minimum Circuit Ampacity (Wire Size): 2 ¶'2 r A ivt P 2. Maximum Overcurrent Protection (Fuse /Breaker Size): �l 0 A 3M: P / 3. Voltage of Circuit (208/240/480): 2 LI0 U ./ 4. Size Disconnecting Means: O A (AA p Contractor's Company Name: bU 0(o Ail Crwai4.1 ;AA Phone: State Certificate or Registration N. �V Certificate Competency N. Signature alifier's signature only) Date: ''2. - i )-- 11 PROJECT: Boerner residence I NVESCA Development Group A General Contracting and Construction Management Firm CGC 1512351 13499 Biscayne Blvd Tower Suite 2. North Miami, FL 33181 • 4951 Babcock st. NE #3 Palm Bay, FL 32906. Phone954.445.8675 fax 305.749.6373 INVESCA@AOL.COM DATE: 1/10/2011 EXPERATION: NA JOB TITLE: Boerner addition SCOPE OF WORK: As per plans. CONTACT: Mr. Boerner LSSC: 1002231 DISCRIPTION TERMS AND CONDITIONS OF PROPOSAL Invesca Development Group to furnish all materials, labor, equipment as stipulated in scope of work/contractual Agreement provided. All terms and Conditions/Seope of work set forth are in 'direct approval of home owner and in compliance with "APPROVED" plans. Plans and Permitting Permit fees NOT Included Impact Fees • NOT included » SEPTIC SYSTEM • • • Mobilization of all necessary heavy equipment • Supply all % road rock and or limestone. • Supply and install new 1050 gal se tie tank as Per.plans Supply an! Iisq .drain/ leac e/abandon existing.aystein;,.' • Replace damaged sod and landscaping »HVAC Furnish and install new RHEEM 17 seer hvac system ( handler/condenser) 4910 Supply and install new ptunum, custom boxes, bench, ductwork and tie ins to comply with proposed new system all (new)vents and returns Included 4000 : . . .. . . . .. „ .. : • : ••.. total cost ,i.',910...00 :-.- . . . ... ELECTRICAL .• ••• • • • SUpplyand install New Panel per plans ••.65 .: • •i4 X 80 * 2x 60 :Supply and install (14) newt" hi hats (GE) - ly and Install new Ceiling junction box(FAN) • • Fan eluded/Fan lnstall is included Supply an • lini1receptacles and Ors • 960 *INVESCA DEVELOPMENT GROUP Inc. 1 of 2 1 PROJECT: Boerner residence \/ESO/\ Development Group A General Contracting and Construction Management Firm CGC 1512351 13499 Biscayne Blvd Tower Suite 2. North Miami, FL 33181 • 4951 Babcock st. NE #3 Palm Bay, FL 32905• Phone954.445.8675 fax 305.749.6373 INVESCA@AOLCOM DATE: 1110/2011 EXPERATION: NA JOB TITLE :. Koerner addition SCOPE OF WORK: As per plans. CONTACT: Mr. Bonnier LSSC: 1002.231 FRAMING AND DRYWALL AND INSULATION Furnish and install new metal framing, furring strips and drywall 5/8" on ceiling and W on walls as per code price Includes flat tape and finish to level4Including damaged areas (to be specified) and new ac cabinet INSULATION 4.1 foil on exterior block and r -30 in new ceiling Total Total Draw schedule : All change orders are 50% upon agreement / 60% upon completion. By: Christopher Longsworth on behalf of 1NVESCA DEVELOPMENT GROUP inc. CGC - 1512351 Title: Director of Construction/ Principle Qualifier Signature ' ate Property Owner: JEFFERY & W NORA BOERNER Print S ',.3�c cam ev Signatu Print Signature Date: 4 INVESCA DEVELOPMENT GROUP Inc. 2of2 Feb 17 11 01:20p North Pole R/C (954) 499-8959 p. 1 ..... •.--• ............. 05/07/2010 098159352 .. C.K.C1815331,,.:...:.• The CLASS B A.3R .CONDYTIO/.31000 CTO 1 -......--• Nented:•below IS CERTIFIED .4:..: '.• .. ,... , . •. ..::-..:.:.--4::W.' ...Under•-.the provisions of Chaptr 489 .'..P.S.•-. • .."-..• .....„.•••• • • Expiration date AUG 31, 2012:::-.:;.:•::•. • . ..-. .• • • • • - ..• •-.774•: Au 4421778 . . • • STATE OF FLORIDA.- • . .ARTMEN*11[0F.:-., i*Oraggiogit LEELAtioN • • • • • • ,../gokTerRy zow, TRY;;*'P.; sEQ# L09052901323 LI ENS ---ATBR B52978, DATE 05 29 2009 BATCH NUMBER 080497047 The BUSINESS ORGANIZATION Named'below IS QUALIFIED". Under the provisions of. Chapter 489 FS. Expiration date: AUG 31; 2011' (THIS IS NOT. A LICENSE TO PERFORM WORK. THIS ALLOWS, COMPANY TO DO BUSINESS ONLY. IF.IT HAS A QUALIFIER.0)-;%. NORTH POLE Al R CONDITIONING INC • POST OFFICE .BOX 440681 MINI FL 33144 CHARLIE CRIST • GOVERNOR . • • CHARLES DRAdO SECRETARY • • •01,SPLAY AB REQUIRED BY LAW Feb 17 11 01:23p North Pole (VC (954)499 -8959 p.1 ALEX SINK STATE OF FLORIDA CH11 FINANi r..oM1 R DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORMA 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: 0311712009 EXPIRATION DATA 0311712011 PERSON: AGUIRRE JAIME FEI t 208059187 BUSINESS NAME AND ADDRESS: NORTH POLE AIR CONDITIONING INC 13001 SW 15TH COURT 0 207 PEMBROKE PINES FL 33027 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED AC CONTRACTOR IMPORTAAT: Pursuant to Chapter 440 . 0004), F.S.. as officer of a corporation w a elects ueaptiea from this chapter by ffitag a calNicue of elastics ramp this section say sat recover berufirs or canonisation Bader Ids chapter. Pursuit to Queer 440.05411}: F.S., Catific.ta of alsuNos to he exempt.. apply Doty undo time scope of the business or trade listed on the notice of denies to be exempt. Pursuant to Chapter 440.05115 F.S., Mikes el efeellca to be exempt ad aNfiaass of *Ionian to be exempt shall he subject to red:cila' 0. et say d ee after the Ming of the notice er Fro lie d tim certified., the pone Mad en tiro entice Bar certificate no linger weds the requirements el this seater for loco nse of a certificate. Tiro depsrdesat shalt revolve a nodded* u nay time for failure of Ue person efaed a the certificate to sea 1s requirements of this section. QUESTIONS? (850) 413-1809 WC -252 CERTO:ICATE OF ELECTION TO BE EXEMPT REVISED 09 -08 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � l Permit No. i r /1 I �� Master Permit No. /12 / 7 2 / Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) _ e Owner's Address 971 O 4/j= 2 City Miami 5kwes State Zip 33/g!/ Tenant/Lessee Name Ape 1 %2 Plumbing Mechani Phone # Roofing - 2475' Phone # Job Address (where the work is being done) °fad City Miami Shores Vill. e Is Building Historically Designated YES \, 7 �N, r', . 1-G tY ' Zip N. `X Contractor's Company Name MI 1 C-, JCi__ ESVN j r 113 Contractor's Address 2C:04 5 L 132e `J City M ( am Qualifier State Phone # Architect/Engineer's Name (if a $ Value of Work For this ,) t (a T.50 Type of Work: ['Addition Describe Work: as c1 Zip 33 03to Phone # .1 2:69141) ,401 Square Footage Of Work: era ' ❑New ❑ Repair/Replace a"C 14z /7),-- i3 olit fArk [ y iv t.., 9►"td 4 5 -TON Ac, L)t..1 R - alock\ z (L (Z +t 41•4D‘('z2 Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $. Radon $ Bond $ Code Knforcement4 Structural Plan Review. $ Total Fee Now Dui e $ (Continued on opp$ite side) 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 ThIPROVEMENTS 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 commenceme e posted at the job site for the first inspection which occurs seven (7j days after the building permit is issued In the abJv e of ch posted notice, the inspection will not be approved and a reinspection fee will be charged. or Agent The foregoing instrument was acknowledged before me this day of -36 V' O, 20 i i , by who is personally known to me or who has produced 1b L° NOT Sign: Print: o C° Notary Public State of Florio% Gladys Gonzale • As identification and who did take an oath. Contractor The foregoing instrument acknowled,` v ' before me this day of '341‘11 ZS , 20 \\\ , by who is personally known to me or who has produced NOTARY PUB Sign: Print: My Commission Exp My Commission * * * * * * * * * * * * * * * * ** * * * ** ************ **** * ******************** *i,4`— **** * M::':.. ,i *ftitir* (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc 10/1403 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 7588972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air condhioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): Gil) KIE 12x1 n1oe City: Miami Shores Village County: Miami Dade Zip Code: 331IN ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EERISEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum CircuitAmpacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration N. Certificate of Competency N. Signature Date: (Qualifier's signature only) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155907 Permit Number: PL -2 -11 -227 Scheduled Inspection Date: November 21, 2012 Inspector: Hernandez, Rafael Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Building Department Comments NEW CABANA BATH EXTEND PER MASTER DATE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 27 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 No. ME', la MAC( 2.1 ;;J;2 J �o ooV _amoo_m_o__m_o ®® 19f,2Z7 Master Permit No. 12--Ci 10 ® )0121 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): ----NE-Cc &-,€.-ce._,_sEic Phone#: ®S C 7 - S c Address: qi City: - s State: L Zip: 3 13 g Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: S-1 a 4-3 £ a a-�` — sLJ City: Miami Shores County: Miami Dade Zip: Z ► 3 k Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: °1--) c o f — 01 --'3\ CONTRACTOR: Company Name: n ti CZ 1,.._)-- c% rr:- Phone #: S 0 �1 C 7 -c- g 4.4 Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of WorilThEllAddress `-nn DAlteration UNew ORepair/Replace UDemolition Description of Work: �°) o- - .�a�<�, \ T t. �� .3 ' ��-1- e :.Q . �o�, ky�g ********** ** *** * * ******m************** Fees***** **** ********* **+ r+ x**** ****a:***+x********* Submittal Fee $ Permit Fee $ d-.2 r CCF $ - CQ /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 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 ^`vim 0 or Agent Contractor The foregoing instrument was acknowledged before me this kc The foregoing instrument was acknowledged before me this h o day of , 20 I t, by 3 i (" Wr*- .r.7 . , day of , 20 _, by who is personally known to me or who has produced FL-ID who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: `��.�N j;y@ro /4, PUBLIC: ,` n . ��p m\51o� rQ O Sign: Print: My Commission Expires: 1s13 - APPROVED BY Plans Examiner Zoning Sign: Print: My Commission Expires: Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME• L=JE Qom a,ct DATE: S 1N ADDRESS: `k'1 0 0 j c9,T:-' .7 tu, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initia 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initi 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initi 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. InitiBr -- .- -- 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial�� 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. myforidalicense .com /dbprlprolcilb/iindex.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this o2-'I day oft , 202_ By 2,q' who wa' personally known to me or who has Produced there License or NER as identification. NOTARY CLAUDIA V. CUBILLOS ,,�111�•,••, Notary Florida ;`wv °�e;; ,, Public - State 23 2015 My Comm. Expires Sep rb Commission # EE 128810 ,, o ` Bonded Through Nalianal Notary Assn. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder):—...At—;---cc Phone #: 3 b S - Owner's Address: °'-I b() City: M. _S State : Zip Code:.33 Job Address (Of where work is being done): CC( 6 City: --v Miami Shores State. -- Florida Contractor's Company Name: 0 ct._ Address: City: Qualifier's Name : Lic. Number: Zip Code: ��‘3 C. 1\ qS 4 ®1 —cia S Phone #: State: Zip Code: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: 1 � Describe Work: ' I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. The foregoing instrument was aknowledged before me this day of T'l1 ,201Zby 5QQ 3®t ' — Who is personally known to me or who has produced as indentification. \,`S01N1111u /11 /,,, 04era Notary Publi A5 ; : es iii Ar Sign: 4. —,,AR.-- a Seal: = 6c . �� . `�',. -1 "i1111/STAT E1`�O``� Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: May 15, 2012 AAA's Appliance and Plumbing 5724 Pembroke Road Hollywood, FL 33023 Attention: Walter Herbert Walter, This letter is to notify you that your services as subcontractor on my project located at 9700 N.E. 12th Avenue, Miami Shores, FL 33138 are terminated effective immediately. Should you have any questions regarding this matter feel free to contact me. Sincerely, Jeff Boerner SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete Item 4 If Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mallpiece, or on the front if space permits. 1. Article Addressed to: ('� IJiIV�S I c- Jr'F''vv„ ay PE. t COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by (Printed Name) 0 Agent 0 Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service 1\rpe Certified Mall 0 Express Mall 0 Registered --"E] Retum Receipt for Merchandise 0 Insured Mali 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Transfer from service lateq 7007 0 710 0000 9 419 3 710 PS Form 3811, February 2004 Domestic Return Receipt v, rut' --. sad -D C E !+ Zm cf,o ®E3 0 - ooucC�'c Tel as miW a- ¢O 0wu"$e� �NZN eati -rte c '2 • 5 ma co m�av gv c %m �-Ez To = 8 i'E 'C W tEl 2-W Q..`- ' 26 and Q' � Q sC Q a0 0 Z� U-VIL mm� U- .1- -�gu_ 102595-02-M-1540 7007 0710 0000 9419 3710 7007 0710 0000 9419 3710 U S Postal Service M CERTIFIED MAIL RECEIPT` (Domestic Mail Only, No insurance Coverage Provided) For delivery information visit our website at www usps corno FF (DIAL Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here onn 3'800 August 2°26., SENDER: COMPLETE THIS SECTION 1 • Complete Items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1.. Article Addressed to: 144k S ' sk-jtj\< -11• , \-\4L,_)0 T1- -a o 2. Article Number 1 (lfansferfrom service 1E1690 PS Form 3811, February 2004 COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by (Printed Name) 0 Agent 0 Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type Y11 Certify Mall 0 Express Mail 0 Registered --Ig] Retum Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 7007 0710 0000 9419 3710 Domestic Return Receipt 102595- 02- M-154o UNITED STATES POSTAL SERVICE First -Class MaiI Postage & Fees Paid USPS Permit No. G -10 • Sender: Please print your name, address, and ZIP+4 in this box • C:l (Loeczi,)c-c-c., 0\ 0 U 4--) 6 1 kQ6 a 1 313 % R. S al 7 4 3 € 1a-4° v•�. 5�...;5 F'L S" UNITED37737ES POSTAL SERVICE 7007 0710 0000 9419 3710___ NN\t 1A%-N,t-.1<i; ■Jvs.li.i.._)e.6 -� ay PP .3 0231:2 U.S. POSTAGE MIAAID MI. L MAY316 $12 AMOUNT $5.75 D004194 -11 NZXZZM 330 OE 3 00 0S117/ RETURN TO SSMNOER ATTEHPTEd - NOT KNOWN UNAMLE TO ORWARD OCI 3C/1 *£/254400 A0900-5.4820-1.8-44 0 544 U» >n)mlhai,dMbi►iOtili►l,i,rl mil,rdmil 75- PLACE STICKER AT TOP. OF ENVELOPE TO THE RIGHT: OF THE RETURN ADDRESS, FOLD AT DOTTED LINE J Miami Shores Village Building Department .90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ?Li l -x01-1 Master Permit No. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) d{, / P D€#?%.eP Owner's Address 97490 Nei t 2 -i` e City MOW/ /"" State Zip Tenant/Lessee Name Phone # 05V- v95-- 6 73 Phone # Job Address (where the work is being done) qmo 4 b /;'z- City Miami Shores Village County Miiami -Dade Zip Is Building Historically Designated YES NO ei�C ontractor's Company Name 4 #44 s 4P) /(4/2 GE/ P)f) �o# f� 6 G 12e Contractor's ddress PQ 0 t g) jJ City hielICI Popeck State ), Zip ",7o Qualifier) if 1'7 I2. 2 R 6L ) Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ° ]Alteration New / El Repair/Replace ❑ Demolition Describe Work: on/ C4 Ali 44 pl�f?, J - daa'lf getv,me, % ej Submittal Fee $ Permit Fee $ t? CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ v 2 -1 ' (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State r/ Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 peifo,med 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 relnspection fee will be charged. Signature �_mr or Agent The foregoing instrument was acknowledged before me this day of •rGb , 20.11 , by (,%2lf '^0./ who is personally known NOT Si Print My Commission Expires: Contractor The foregoing instrument was acknowledged before me this day of ,20 //,by l J who is personally known NOTARY PUB Sign Print: My Commission Expires: ****** * ** **** ** * * **********a ir******* * ** **** ********* ** ****** * ******** *, * ** * * * ***,,,t********** ***** *** ***** ** (Certificate of Competency Holder) ,y� State Certificate or Registration No. Certificate of Competency No. P OOP 21 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 01-14-1/ Plans Examiner Engineer Zoning MlAM DAOE CO� TAX COLLECTOR: 'NOW; FLAALER, 1st FLOOR; MIAMI, FL 331 RECEIPT NO. MUNICIPAL CONTRACTOR'S 2011 TAX RECEIPT MIAM -DADE COUNTY STATE OF FLORIDA RURSUANTTO COTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2011 THIS IS NOT A BILL - DO NOT PAY 30-3607810 CC NO 95P000022 BUSINESS NAME./ LOCATION A AAAS APPLIANCE & PLUMBING DOING BUS IN DADE CO OWNER :WALTER HERBERT • SEE BACK OF RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must register In the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX }15/2010 02210016001 000200.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. PLUMBING CONTRACTOR DO NOT FORWARD A AAAS APPLIANCE & PLUMBING HERBERT WALTER PO BOX 5151 HOLLYWOOD FL 33083 Iy j `t j j t 1 II% 11111 111! 1111 111111{ 1111111111111111111 11111111111111 VAC MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 345404 -8 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. A AAAS APPLIANCE & PLUMBING CC # 95P000022 360781 -0 DOING BUS IN DADE CO 2010 LOCAL. BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF PURSUANT TO COUNTY CODE CHAPTER 8A -ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER WALTER HERBERT Sec. Type of Business THIS IS J A I MBING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZONING LAWS THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE NOT A� N CCERTIFICATI IS THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR: 02210016002 000075.00 SEE OTHER SIDE WORKER /S 1 DO NOT FORWARD A AAAS APPLIANCE 8 PLUMBING HERBERT WALTER PO BOX 5151 HOLLYWOOD FL 33083 r tll 1 1 11 I ! ! 11!1111 ltlit - 11. 1 r • - V 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: A AAAS APPL & PLUMBING Owner Name: WALTER HERBERT Business Location: 16000 SW 288 ST MIAMI DADE COUNTY Business Phone: 727 -215 -7818 Rooms Seats Employees 1 Receipt #:182-816 Business Type: PLUMBING /LWN SPRNKL /CONT (PLUMBING CONTRACTOR) Business Opened:ol /12/2000 State /County /Cert/Reg : 8 9- CMP - 832 - X Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 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: WALTER HERBERT 16000 SW 288 STREET HOMESTEAD, FL 33033 2010 - 2011 Receipt #01A -10- 00000440 Paid 10/08/2010 29.70 CTOR Construction Trades �ifying Board BUSINESS CERTIFICATE OF COMPETENCY 95P000022 A -AAA'S APPLIANCE & PLUMBING D.B.A.: HERBERT WALTER Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09/30/2011 a 04 -17 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES 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: PERSON: FEIN: BUSINESS NAME A AAA'S APPLIANCE P 0 BOX 5151 HOLLYWOOD 04/17/2009 EXPIRATION DATE: 04/17/2011 HERBERT WALTER SR 650681944 AND ADDRESS: & PLUMBING INC FL 33083 SCOPES OF BUSINESS OR TRADE: 1— REPAIR SERVICE 3— APPLIANCE INSTALLATIONS 2— REGISTERED PLUMBING CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corp ::ration who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapel* 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation 1f, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 QUESTIONS? (850) 413 -1609 Miami Shores Village Building Department BUIL G ? PERM, APPLICATION FBC 20 050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel. (305) 795.2204 Fax: (305) 756.8972 • qnkISPECTION'S PHONE NUMBER: (305) 762.4949 r Ep, 20_11 Permit Type: PLUMBING F OWNER: Name (Fee Simple Titleholder): oe/6,w/ Phone#: Address: 1100 1\1. City: 1.69u.eil state: Permit Master Permit No. Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: q1-0 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Builg 4k7D4Med: Yes NO Flood Zone: -.., CONTRACTOIComPany Name: /4- OW s Rr-ipl, tree fp/cfrwt iii c... , Phonet 9X-ht kri; ,deZ,,zz, . Address: p, e).Eveg, ,S16; 51 2.,14, ?rt- iYI 0(24e4z.. 420 1-1 Ot.-Lt(AJ 001- C-L.330 25 City: fiedif kitff9J State: /7-7?--)-- - Zip: 3.7t9 2/ Qualifier Name: 1)0/7"; ig, r-ec Phone#:974-41kg-Zieraz) State Certification or Registration #: 4;C:=5( . Certificate of Competency #: 9:54-• ?4D 22 Contact Phone#: 491 Ior at,,Z, Email Address: DESIGNER: Architect/Engineer: , Phone#: Value of Work for this Permit: $ AVAW , , Square/Linear Footage of Work: , 0 k Type of Work: OAddress • , - -It ti,., \ ew URepair/Replace LIDemolition Description of Work: ***************************************pees******************************************** Submittal Fee $ `4G-..----4 Permit Fee $ 2 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 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 MR 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 br, chure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co' -nt must be posted at the j . site for the first inspection which occurs seven (7) days after the building permit is ' � ' nce f such pos ' ;; . ' , the inspection wil Via' a ap,, ove a reinspection fee will be charged signatur Owner or Agent The foregoing wstrument was acknovle ged befbte me this —� d a y of jv.n , 20 \C who is personally kno \to As \'den NOTARY PUBLI �s��TH 40141414:. 011131"0' R LOt# 609986()9 une MISSION 07.201 4 r •'`� Jam'. .. _ �L+... ._. Sign: Print My Commission Expires: * *,t**** ** * * ** ** * *** ** * **** ** APPROVED BY (Revised 07/10/07) Revised 06110/2009XRevised 3n5/09krev6 /4/10) Contractor The foregoing instrument was a.ow before me this day of IA, ✓t , 20 l'( , by!, 1 �I , who is personally known to me or, vrho oduced as identification and who di Plans Examiner Structural Review NOTARY P Sign: Print: LONG�ORTH OHF11STpPF1�R , 8609 N �Y CO dOune 07.2014 _ �s3 (407) 398 My Commission Expires: 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- 183679 Permit Number: EL -1 -11 -160 Scheduled Inspection Date: January 14, 2013 Inspector: Devaney, Michael Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050170010 Building Department Comments NEW RECEPTICLES AND HIGH HATS IN FAMILY ROOM 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 z/P. January 11, 2013 For Inspections please call: (305)762 -4949 Page 17 of 33 Miami Shores Village Building Department r9rW P MAY 2 1_ UL A 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 Pert No. V �;- - Ko() PERMIT APPLICATION Master Permit NoC} FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): -1 S - ~, - 4 S Address: ci 1 00 d- J a\r". City: e �� State: 1= 1 Zip: 3 f?, Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: Q1-) 043 J �`t-\° oe City: Miami Shores County: Miami Dade Zip: ' 317, 71 Folio/Parcel #: Is the Building Historically Designated: Yes NO -....„..4 Flood Zone: )� e.l 9S-1-1--Z v, -gs q CONTRACTOR: Company Name: d �- ,--;. ,--"G g„ Phone #:Z 05'7 5 5 9' Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: - 13Address OAlteration ONe ORepair/Re lace ODemolition Description of Work:c ; rt e �` an �,� r'.(z �� *************************************** Fees*+ x*+ x***** ****** ****** ** *** ****** ** ***+x ****** Submittal Fee $ Permit Fee $ ›C":3790 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 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 CONDMONERS, 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 1► Signature Own: Agent Contractor �J The foregoing instrument was acknowledged before me this day of 11 AS'"( , 20 l Z., by 13 , day of , 20 _, by who is finally known to a or who has produced who is personally known to me or who has produced �-- -- As identification and who did take an oath. as identification and who did take an oath. The foregoing instrument was acknowledged before me this [ �° NOTARY PUBLIC: Sign: Print: gun + +uut,„ firpliw. vire, Avs low PUgIIC NOTARY PUBLIC: Sign: Print: My Commission Expires: coEE113059 :? My Commission Expires: lqT•........• ■* a��xx��x: x***** �xa��x�xa��x�x *�x�x�xx:a��: *�xa��x�x ****44 Fed►ii ***** **** *x: *u: *x: ****x: **** **** ************4:******4.** * *** * *** ******* V2•45.0"-e-- Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NAME: 0 �� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT ^cal DATE: S "d1'"' ADDRESS: ':ft ""1 o o r- t j Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initi 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initi 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial ---- _ 4. I understand that I may build or improve atone family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Infi Initi j. ihat I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial`�� 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myfloridalicense.com /dbpr /pro /cilb /index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initiai . 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you dontract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this , _ _day of who w ,20j'J to me or who has Produced there License or as identification. .2a�rsY p e T LAUDIA V. CUBILLOS Notar • ; ,. * - y Public - State of Florida of My Comm. Expires Sep 23, 2015 ° "'��,, Bonded # EE 128810 d Through National Notary Assn. Permit N. Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Owner's Name (Fee Simple Title Holder): Owner's Address: °C C a'r- City: YN—LN— , _ ko State : J L Phone #:3o S i 1 "aSLj Job Address (Of where work is being done): c)1`1 Utz »� City: Miami Shores State' Florida Contractor's Company Name: C�� )L,3`4 P Y Zip Code: 33137c Zip Code: 333 ' Q \\ asy -So‘ - O O\ Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: e\ c-+A I hereby certify that the work has been abandoned andlor the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature The foregoing instrument was aknowledged before me this ° day of VIM ,201?.,by P 6el— Who is p Notary Pu Sign: Seal: Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by to me�Q�lwrlhasp}r�duced who is personally known to me or who has produced r•\```� IS��f'a 'Qttification. as indentification. 03106/ 016 NO i1 BLIC = _ ',ifQFF1.dQ`.� 11lN!{ {g1111�� Notary Public: Sign: USPS.com® - Track & Confirm English A. ..I Customer Service USPS.COM. Quick' `i cols Track & Confirm GET EMAIL UPDATES 111 YOURLABELNUMBER 1_1 70081830000205850661 'PRINT DETAILS USPS Mobile 5/20/12 8:07 AN Register farm Search USPS.com or Track Packages Ship a Packa je Send Mail v Manage Your Mail Shop Business Solutions Show Details® _I 70081830000205850678 Show Details 1 7007071000009419371 Show Details® _I 70081830000205850654 Show Details® -'< GET EMAIL UPDATES PRINT DETAILS SERVICE 1 First -Class Mali® STATUS OF YOUR ITEM DATE & TIME LOCATION - FEATURES Notice Left May 17, 2012,10:56 am HOLLYWOOD, FL 33027 Expected Delivery By: May 17, 2012 Certified - Mail'" Retum Receipt First-Class Mail® Notice Left May 19, 2012, 2:49 pm MIAMI, FL 33157 EXPPted pS velY By: May 17, 2ttj2' Certified Mail Return Recliipl a First-Class Maii® Delivered May 19, 2012, 1:57 pm MIAMI, FL 33138 Expected Del rery By: May 1.7,2012 Certified Mail Return Receipt First -Class Mall® Delivered May 18, 2012, 9:45 am FORT Expected Delivery By: LAUDERDALE, FL 33324 May 17, 2012 Certified Mae Return Receipt Check on Another Item What's your label (or receipt) number? Find '' LEGAL. Privacy Policy > Terms of Use FOIA No FEAR Act EEO Data > Copyright®2612 USPS,Ali Flights Reserved. ON USPS.COM Government Services > Buy Stamps & Shop > Print a Label with Postage > Customer Service > Site Index https:/ /tools.usps.com/ go /TrackConflrmActlon.action ON ABOUT.USPS,COM OTHER LISPS $I'FES >' About USPS Horne > ' Elustness Customer "Gateway r Newsroom > 'Postal Inspectors > Mail Service Updates > inspector General > Forms & Pubiicajtons > Postal Explorer > Careers > Page 1 of 1 May 15, 2012 KLM of South Florida Inc. 11300 SW 175th St. Miami, FL 33157 Attention: Keith Moss Keith, This letter is to notify you that your services as subcontractor on my project located at 9700 N.E. 12th Avenue, Miami Shores, FL 33138 are terminated effective immediately. Should you have any questions regarding this matter feel free to contact me. Sincerely, Jeff Boerner SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 If Restricted Delivery Is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: I l 3 c is S W I Z Si c't" COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by ( Printed Name) 0 Agent I 0 Addressee I C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type IT Certified Mail 0 Express Mall 1 ❑ Registered 'iai Retum Receipt for Merchandise 1 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Transfer from service IabeO 7008 1830 0002 0585 0678 { PS Form 3811, February 2004 c N. E P! 8E —22 1.11 ti 8 < « a8 C.) ® ® ® E B Domestic Retum Receipt 102595 -02 -M -1540 IIESIGEMINAIIMMINWEI NirainingENEEMINM 1830 0002 0585 0678 1830 0002 0585 0678 E0 Q isseassomenasszisaies=m C7 O S Postal Service, ERTIiFII D MAILTM RECEIPT omest c Ma(! bog No insurance Coverage Provided For deliveryrinformation visit our at%www usps.comc, ' Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here Sent To Street, APt. N o 6 4i r?ov� or PO Box No. li34u `75T City, State, ZIP +4 wKs•ri PS Form 3800 Aug st 2006 #: * See Reverse for Instructions BUILD 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 43"-. INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 11 I(3 Master Permit No. /0 - //al Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): .-7.r Q E—G— Phone #: Address: 01 ,tait\---' i^ City: W\ 4• • S , State: F L Zip: 2313 Phone #: Tenant/Lessee Name: Email: JOB ADDRESS: cr (DO 4 E. JS, NOri. City: Miami Shores County: Miami Dade Zip: 33)3.3 ' FoliolParcel #: Is the Building Historically Designated: Yes NO Flood Zone: , �� -(`1 31 -/ ) / CONTRACTOR: Company Name: _��, ° °° ,� , Phone #: Address: I \' i b <1^1 / 5 S-+ City: \KA 1 v, � �' State: Zip: � 3 i 5 Qualifier Name: zia.. /" 3 ��y��/ State Certification or Registration #: ( Certificate of Competency #: �3((.w/ 7 Contact Phone #: 2'') 1 I (- I Emai A. + ess: Phone #: • DESIGNER: Architect/Engineer:; Phone #: Value of Work for this Permit: Type of Work: OAddres Description of Work. Square/Linear Footage of Work: ONew ORepair/Replace ODemolition amp �1°ry�] * * * ** * **** x *** ****** **** x**+x******* Fees********* *+ x******* ******** ****** ** *****+x**** Submittal Fee $ Permit Fee $ `1'J'4) CCF $ CO /CC $ Sticanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $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 e ` eeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broc re will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comme ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In c a • sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat The foregoing instrument was acknowledged before me thi day of , 20� , by dl� r-raiN who is personally known to me or who has produced ti) As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ee \ \0011111111/,0 -�� %- - Sign: Signature ontractor The foregoing instrument was acknowledged before me this / ky of • 6 , 20/7, by 1:41755 who is personally known to me or who has produced i � • vZ e m � a. s ' T = Print: /A'S T 113 Z *****: *** *** ********** ** ** **+ * ** ***4igo* *40*416** ******** x:m x�x�x��xx: �x* �xx: x��x**** x��:> k+ x* �x�x�x�xx: �x�x +��x�x�:a� ****=k** **x�x� **** APPROVED BY �� A_ 7 �3 Plans Examiner Zoning My Commission Expires: Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 11 -29 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES 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: PERSON: FEIN: 11/29/2011 EXPIRATION DATE: 11/28/2013 MOSS KEITH L 650283278 BUSINESS NAME AND ADDRESS: KLM OF SOUTH FLORIDA INC 11300 SW 175 ST MIAMI FL 33157 SCOPES OF BUSINESS OR TRADE: 1- REGISTERED ELECTRICAL CONTRACT 2- LANDSCAPE IMPORTANT: Pursuant to Chapter 440 . 105(14), F.S.v an officer of a corporation who elects exemption from this - chapter by filing a certificate of election under this section may not recover benefits or compensation under this. chapter. Pursuant to Chapter 440.05{12), F.S., Certificates of election to be exempt:.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation 0, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. , The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section.. ' + QUESTIONS? (850) 413-160; DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED '01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION. CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE: 1 1/29/201 1 PERSON: KEITH L MOSS FEIN: 650283278 BUSINESS NAME AND ADDRESS: KLM OF SOUTH FLORIDA INC 11300 SW 175 ST MIAMI, FL 33157 EXPIRATION DATE:, 11/28/2013 SCOPE OF BUSINESS OR TRADE 1- REGISTERED ELECTbNpk CONTRACT 2- LANDSCAPE IMPORTANT OPursuant to Chapter- 440.05(14), .F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation underdthis D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or. trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. • QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 SilentFax Nov 01, 11 13:33 From: Annelle de la Torre Tot 3057568972 Page 1 A C ^ f® OF LIABILITY INSURANCE CERTIFICATE DATE (MM/DD/YYYY) 10/04/2011 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(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). ALL CITY INSURANCE INC - ACI 7200 CORPORATE CENTER DR SUITE 316 MIAMI PRODUCER FL 33126 INSURED KLM OF SOUTH FLORIDA INC 11300 SW 175 STREET MIAMI COVERAGES FL 33157- CONTACT JAVIER GUTIERREZ PHONE (305) 463 -9431 FAX .(305) 629 -7808 E-MAIL IREss• JGUTIERREZ @ALLCITYINS.COM INSURER(S) AFFORDING COVERAGE NAIC S INSURER A.BUSINESSFIRST INSURANCE C INSURER MID- CONTINENT CASUALTY CO x3418 INSURER C : INSURER D : INSURER E : CERTIFICATE NUMBER: 08 REVISION NUMBER: 00 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 MAYBE 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. SUER B WW1 TYPE OF INSURANCE ADDL INSR GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE I X ( OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO. LOC FrT AUTOMOBILE LIABILITY A POLICY NUMBER 04GL821414 POLICY EFF (MM /DO/YYYY) 05/21/2011 EXP IMMILDCD/YYYYYYI 05/21/2012 ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? I . (Mandatory In NH) If DESCRIPTION under OPERATIONS below LIMITS EACH OCCURRENCE $ DAMAGE TO RENTED PRFMI SFS (Fs nrrurranre) MED EXP (Ann one person) 1,000,000 100,000 $ EXCLUDED PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 COMBINED SINGLE LIMIT (Fa accident) BODILY INJURY (Per person) '$ BODILY INJURY (Per accident) $ PROPERTY DAMAGE .(Per accident) N/A 521- 05520 -01 EACH OCCURRENCE $ AGGREGATE $ 05/26/2011 11/08/2011 WC STATU- I OTH- TORY I WITS FO E.L. EACH ACCIDENT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach A CERTIFICATE HOLDER E.L. DISEASE- EA EMPLOYEE $ E . DISEASE- POLICY LIMIT $ 500,000 500,000 CORD 101, Additional Remarks Schedule, If more space Is required) MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES FL 33138- CANCELLATION Al COMMMQ 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 REPRESENTATNE ACORD 25 (2010/05) @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 1132050170010 Block: Lot: JEFF & NORA BOERNER Owner Information Address 9700 NE 12 Avenue MIAMI SHORES FL 33138 -2544 Phone Cell Contractor(s) Phone CeII Phone KLM OF SOUTH FLORIDA INC (305)232 -1114 Type of Work: INT REMODEL & POOL CABANA Additional Info: ELECTRICAL Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.20 $3.37 $3.37 $0.40 $225.00 $3.00 $1.60 $237.94 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -1 -11 -39934 11/01/2011 Check #: 1041 $ 237.94 $ 0.00 Available Inspections: Inspection Type: Rough In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 01, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date November 01, 2011 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): Aeta d Address: 970P /VG /L'"' _ NOV012U11 BY: ©m_- ®_----- - - - ©oo Permit No. I 11-1(o0 Master Permit No. /U — / Z Z / Phone#: City: State: Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1'700 ,vj /7m d-2 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Bedding Historically Designated: Yes NO -.V Flood Zone: CONTRACTOR: Company Name: ,i L11/ Df ce r Phone#: —215 1-i f 11 Address: (1300 S ( �# City: 4eto State: �. Zip: 13_ Phone#: 2��72-""t t f C/ Qualifier Name: K.C.C.4040'‘ State Certification oo�r�Reegistration #: , f Certificate of Competency #: Contact Phone#: 7Sv J i'"))2°t I t "t Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /6049 Square/Linear Footage of Work: Type of Work: °Address Description of Work: °Alteration 4lew °Repair/Replace • °Demolition ***** * * * * * * * * * * * * * * * * * * * * **A*** ** }*****F ****** ***** ** A *********+k****** * *** @****M*** /Is '1' Submittal Fee $ Permit Fee $ Z 13 / 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 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 FJ FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Ak'rIDAVIT: 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 estit promise in good faith that a copy of the notice of commencement and construction tie whose properly is subject to attachment. Also, a certified copy of the recorded notice for the first inspection which occurs seven (7) days after the building permit is inspection will not be approved and a reinspectlon fee will be charged. ear The foregoing instrument was acknowledged before me this The fo day of by , day of Signature who eeding $2500, the applicant must will be delivered to the person 1 must be posted at the job site sence of such posted notice, the who is personally known to me o as identifi NOT UB . C: NOTARY Si Print My Commission Expires: APPROVED BY SIgn: Print My Commissi #4�bffi***i *** *****Wt#/ ***s******* ** pia, a 4 /f ' Plans Examiner Zoning Dt . t Elotltia Public • Sep 23, otkda Ex s ��`0• �otatY ExQires r4 5 jPBtQ y��n � ASSR� ,_ ....id1� niu�`` Structural Review (Revised 07n0107)(ttevised O6norx(19)(Revisea 3/15/09) Clerk Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 0' 70) A, F. /2 City /14 (lam/N.' 54^e,5 State re Tenant/Lessee Name Permit No. EMEEVM JAN 3 1 201'i U -EL - qoo Master Permit No. /, Plumbing Mechanical 'J Roofing W Phone # Gf sV W5 - $6 75 Phone # Job Address (where the work is being done) / %0 /lit: /2 14' H' City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name ■‘,1d 1e -,4/1 . Contract 's Address 7 r;e-s' ,X-Li l 'L /_ Zip 3 0 4. City O_ ,-*-->. ....10 Qualifier L_ (64/1 _! .-ce) 4-,./ o 4.--r-- x Phone # Cry r7.1 /P3 Architect/Engineer's Name (if applicable) Phone # B q OO $ Value of Work For this Permit /1jj/0 Square Footage Of Work: O V 51„ Type of Work: DAddition alAlteration ❑New � ❑ Repair/Replace t ) Demolition Describe Work: �W `cee. hGg h # / AkI % /) /(/ �1 /v0141 . * * * * * * * * * * * * * * * * * **** *** **a*F *** *****n* **** **** ** ** **** ** ** Submittal Fee $ v Permit Fee $ S i" 1.4 -1 /7 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $. Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ a31 • 9 9 (Continued on opposite side) 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 pasted at the job site for the first inspection which occutu seven (7) days qfter 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 Akx.,�}� *3 .. , ; or Agent "Stit The foregoing instrument was acknowledged before me this / g7 d a y of .✓ f ' ) , 2 0 / / b y / _ e w t S _ z t who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor .' 5 The foregoing instrument was acknowledged before me this /-r- day of 7/4"/` , 20 Jby L e?,,i-f S S700 0048, who is personally known to me or who has produced l�zf identification and who did take an oath. NOTARY PUBLIC: Ct....4 /_, 471R�.IC • STATE OF FLORIDA Sign: '''' °,�obert Caldwell = ?m rCommission #DD648619 My Commission Expires: ' Expires: MAR. 08, 2011 My Commission Expires: (Certificate of Competency Holder) Print: /2v S e A (C° a Y p3Lic - STATE OF FLORIDA Robert Caldwell mi Commission #DD648619 *gxw►icia:*, rAR. 08, 2011 BONDED THRU ATLANDC BONDING CO, INC, State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc 1011,1103 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 155912 Permit Number: DEMO -2 -11 -228 Scheduled Inspection Date: January 24, 2012 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: INVESCA DEVELOPMENT GROUP Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132050170010 Phone: (954)445 -8675 Building Department Comments DEMOLITON OF EXSTING PATION AND TERRANCE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 23, 2012 For Inspections please call: (305)762 -4949 Page 1 of 26 1 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 1132050170010 Block: Lot: JEFF & NORA BOERNER Owner Information Address Phone CeII JEFF & NORA BOERNER 9700 NE 12 Avenue MIAMI SHORES FL 33138 -2544 Contractor(s) Phone INVESCA DEVELOPMENT GROUP (954)445 -8675 CeII Phone Valuation: Total Sq Feet: $ 600.00 0 1 Type of Demo: Building Additional Info: Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $100.00 $3.00 $0.80 $108.60 Pay Date Pay Type Amt Paid Amt Due Invoice # DEMO -2 -11 -40052 02/15/2011 Check #: 1598 $ 108.60 $ 0.00 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 15, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date February 15, 2011 1 BUILDING Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /)liilil j//7.2 g Permit No. fZ ) -/ 22- / 020 RMIT; APPLICATION FBC 2001 Permx pe (circle): Building Electrical Owner's Name (Fee Simple Titleholder) i i i vL ' ' 1 one # Owner's Address 7 O & / t / / Z-rr' 4 -&__e- City /O . C..©y,, ' State f1- oyTGea.t Zip �� Tenant/Lessee Name Master Permit No. Plumbing Mechanical Roofing Phone # Job Address (where the work is being done) '9780 /1/t /2- "� 41A-4 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name / /2ke. o Q°ti- ' P iftwiy5 -x'15 Contractor's Address /fi 7 ,g/,t/ � ff City ,Vial etv) State ,GL Zip Qualifier :/ t4 �i)21/ /�/ .5�_dYt'i• Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New ❑ Repair/Replace Demolition Describe Work: e2 .A.,41 O I J5J4i,2 / /rrt 4:25./.."1 * * * * * * * * * * * *�4,s**** ** *** *fir ***F arse *f4i�******* *fie*** *,t�4�r�Yir******* Permit Fee $ Submittal Fee CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $. Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 retest 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 gfter the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspeciion fee will be charged. The foregoing instrument was acknowledged before me this day of eb who is NOT Si Print: My Commission Expires: Signature L1 ,• Contractor The foregoing instrument was acknowledged before me this 9 day of wh OTARY PUB Si F9ER__- ^+' cowl ))(AIRES June d FlorideNa My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning '41a f.tf•f$4,1° 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954-831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 180- 227573 CONTRACTOR) Business Name: INVESCA DEVELOPMENT GROUP INC Business Receipt #yp ' T e•:GENER 17CONTRACTOR (CERT''GEN DBA: Owner Name: CHRISTOPHER LONGSWORTH Business Location: 1401 SW 54 AVE PLANTATION Business Phone: 954 -445 -8675 Rooms Seats Employees 1 Business Opened:09 /17/2009 StatelCountylCertlReg:CGC15123 51 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 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: INVESCA DEVELOPMENT GROUP INC 1401 SW 54 AVE PLANTATION, FL 33317 2010 - 2011 Receipt #01A -10- 00000177 Paid 10/04/2010 29.70 A A�°R° CERTIFICATE OF LIABILITY INSURANCE 11/32010 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 The Contractors Choice Agency PO Box 13645 Chandler AZ 85248 FACT Jon Rock (NC No • (800) 918-3584 1M. Not.. (877) 684 -9951 .jon @nginsuranceonline.com SERI 00007695 INSURERS) AFFORDING COVERAGE NAIL 9 INSURED Invesca Development Group Inc. 1401 SW 54th Avenue Plantation FL 33317 INSURERA :Nat'l Contractors Insurance 12293 INSURER B : GLE0000117 8 4 -02 INSURER C 9!18/2011 INSURER o: $ 1,000,000 INSURER E : DAMAGE TO RENTED PREMISES nr) INSURER F - G CERTIFICATE NUMBER..CL0991804967 • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY 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 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE INSR W VD POUCY NUMBER ( 1 YYYY) OWAIDDNYYYj LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY a OCCUR GLE0000117 8 4 -02 9/1812010 9!18/2011 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES nr) $ 55, 000 CLAIMS -MADE (Any weP�m) $ . 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GERIAGGREGATE LIMIT APPUES PER: nLoc PRODUCTS - COMP/OP AGG $ 1,000,000 nlPOLICYnIa $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY AMAGE $ $ $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPEN$ATloro AND EMPLOYERS' LIABILITY ANY PROPRMETOR/PARTNER/EXECUT?VE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, escribe under DESCRIPTION OF OPERATIONS Y t N N t A I WC STATU- 10TH- TORY LIMITS ER E.L. EACH ACCIDENT $ ( E.L DISEASE - EA EMPLOYEE $ below EL DISEASE - POUCY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS t VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION (954)797 -2270 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE Robert Rock /JON ACORD 25 (2009/09) INS025 (20) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 LONGSWORTH, CHRISTOPHER INVESCA DEVELOPMENT GROUP INC 1401 SW 54TH AVENUE PLANTATION FL 33317 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.myfloridallcense.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! AC# 5164215 DETACH HERE STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL CGC1512351 09/ CERTIFIED ORAL LONGSNORTH, - CHRIST INVESCA ifs AC# 516421 BUSINESS AND REGULATION 108048764 O CONTRACTOR = GROUP INC IS CERTIFIED under the provisions of.Ch.489 F'S Expiration dates ASO 31, 2012 L10090302019 STATE OF FLORIDA DEPARZ ONT OF BUS T sTRUCTIO, BATCH NUMBER LICENSE' -'`NBR PROFESSIONAL REGULATION ' RY LICENSING BOARD SEC,L10090302019 09/03/2010 108048764 CGC1512352 The GENERAL ! CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapte Expiration; date: AUG 31, 2012 LONGSWORTH, -. CHRISTOPHER INVESCA _DEVELOPMENT GROUP I 1401 SW 94TH- AVENUE PLANTATION FL 33317 CHARLIE CRIST GOVERNOR CHARLIE LIEM SECRETARY DISPLAY LAY AS REQUIRED BY LAW but tam ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES 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. 03 -09 -2009 EFFECTIVE DATE: PERSON: LONGSWORTH FEIN: 050567552 BUSINESS NAME AND ADDRESS: INVESCA DEVELOPMENT GROUP INC 1401 SW 54TH AVE PLANTATION FL 33317 03/09/2009 EXPIRATION DATE: 03/09/2011 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR CHRISTOPHER IMPORTANT: Pursuant to Chapter 440. 05(14!, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to he exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to he exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO RE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 03/09/2009 EXPIRATION DATE: 03 /09/2011 PERSON: CHRISTOPHER LONGSWORTH FEIN: 050587552 BUSINESS NAME AND ADDRESS: INVESCA DEVELOPMENT GROUP INC 1401 SW 54TH AVE PLANTATION, FL 33317 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who r elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-. CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL RC- 10-1221 Inspection Number: INSP- 170940 Permit Number: RC -1 -12 -102 Scheduled Inspection Date: May 22, 2012 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1132050170010 Building Department Comments REPAIR AND REPLACE TWO STEPS Passed(kApJ� pL 1 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- 169027. Ok to place pavers and complete.NB May 21, 2012 For Inspections please call: (305)762 -4949 Page 6 of 22 L00< 1 _ BUILDING l 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. 112 f �� Master Permit No. — 122 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 2a Address: ct `l O® /c. 4036 City: 5 State: Tenant/Lessee Name: Email: Phone #: O' ). " " 1,5 y Zip: 3313 Phone #: JOB ADDRESS: Cfl O t,Th F-, J\\t`., City: Miami Shores County: Miami Dade Folio/Parcel #: ) 1 O °' J 11 — 0 0) 0 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: .6,1/4;4) Zip: 33138 Flood Zone: J Phone #: 3O 1 "as-cif Value of Work for this Permit: $ OC) Type of Work: Addition " Description of Work. , p da, ,��' (?if) ) �C Tt�j (� ,0� (� Fe-0 iNT Square/Linear Footage of Work: j ❑Alteration ❑NewRepair/Rep ce CI Demolition ` Ck e S t.00, Cam. CL-Cvv. ■D b ■-, of :A 1,..1 V P vim.-. 0 1 s' tit, . ****** *** * ****** * ***** Fees************* * *****m** *** * *** * ** *** **** * * *** Submittal Fee $ /I Permit Fee $ OD ©c J 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 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 Own g - nt Contractor q The foregoing instrument was acknowledged before me this A9 The foregoing instrument was acknowledged before me this day of 's , 20 l 77 by 0-CC- BO CE tr7day of , 20 _, by who is son yknown NOTARY PUBLIC: Sign: Print: me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: s identification d who did take an oath. My Commission Expires: n= a o��,o�`�o� %moo° °� F. • :l( / /it ST Ptl - 0\ \' * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************************************** * ** * * ** * ** ** ** * ** * * * * * * * * * * **** APPROVED BY /90 /.L Plans Examiner Zoning Sign: Print: My Commission Expires: Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(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 o- 2 ection Number: INSP - 167324 Permit Number: EL -11 -11 -2205 Scheduled Inspection Date: December 05, 2011 Inspector: Bruhn, Norman Owner: Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 BOERNER, JEFF & NORA Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050170010 Building Department Comments INSTALLING SPEAKERS AND CABLE WIRE FOR Entertainment CENTER LOW VOLTAGE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments // December 02, 2011 For Inspections please call: (305)762 -4949 Page 39 of 46 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 1132050170010 Block: Lot: JEFF & NORA BOERNER Owner information Address Phone Cell JEFF & NORA BOERNER 9700 NE 12 Avenue MIAMI SHORES FL 33138 -2544 1 Contractor(s) HOME OWNER Phone CeII Phone Valuation: Total Sq Feet: $ 150.00 0 1 Type of Work: LOW VOLTAGE Additional Info: Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $100.00 $3.00 $0.80 $108.60 Pay Date Invoice # 12/02/2011 11/29/2011 Pay Type EL- 11- 11.42682 Credit Card Credit Card Amt Paid Amt Due $ 58.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 02, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 02, 2011 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): ° Q)(_QDQ_ Phone # :,04j cif Ste) �r S q S Address: '97 00` :.76 City: State: 9 Zip: 33 13 R Tenant/Lessee Name: Phone #: Email: Permit No. ff Master Permit No. ELI I "-9- RECEIVED NOV 29 2011 PNC (0— Oa. ce11 ssq -St)) -Q35 e1 JOB ADDRESS: 91 Cab L 141 311 rz City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: der') Zip: 33 13$ CONTRACTOR: Company Name: l�'� .J� Q �Jtl� �ji Phone#: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 4) - Square/Linear Footage of Work: Type of Work: ❑Address DAlteration INew ORepair/Replace Description of Work: s r7 .a iAw. Sip el..p g g e- .Q6 v- a4. s . ^,l ODemolition ************** *******+ x*** ***+ x***** *+ x*** Fees****** ********+ x+ x***x :** ** *** * *********** ***** Submittal Feet • Permit Fee $ /C7 �%, aO CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $�U� 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 Own .r gent Signature Contractor The foregoing instrument was acknowledged before me this _ The foregoing instrument was acknowledged before me this day of IVY , 2011 by °� COO' - day of , 20 _, by who is personally known to me or who has produced AD who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB, IC: �``�� "��0, NOTARY PUBLIC: Arl . iks° %,,,, Sign: 6' '"''•. Sign: Print: _ : N /•aft rr . ca = Print: pA; ., �pj�•�� My Commission Expires: ' %'',,i O• R I b R • \`\�``\`' �iuriniu„ «� ************************** * * * * * * * * * * * * * * * * * * * ** * * * * * ** * ** * * * * ** * * * * * * * ** * * ** *** * * * * * * * * * * * * * * *** * * * *** �Gv ZG si 9 Plans Examiner Zoning My Commission Expires: APPROVED BY Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: c-i: 2 DATE: , ADDRESS: -1 0 0 J , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial `� 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initialo�- c� 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initi 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : //www.mvforidalicense.com /dbpr /pro /cilbrndex.html Initial_ 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of jJ , 20 By -4,41— 'rt--"C l ( O — who was personally known to me or who has Produced there License or g.3.f4. iiin. p,c'ten:, 4 .. Ei „..0 , ,, Ili - 0 .-._ \ 1 / /11)1111;,11, �At �� FLORIDA. .954 975 -3384 FAX: 54 978 -B 2BD 3635 PAPI CIENTRALILVO PO • i' ANO MACH, FL nO54 PROJECT NAB LND VILLAGE OF MIAMI SHORES (Ay-0o NE iz/i/ CDNTRA.0 T OR/ELTILDER: • /N MOIDEL : STATEIiEl+1 1024E I-certifp that the engineering for the truss ].is• ed on the attached sealed. index sheet have been desi and checked for compliance with the Florida bu .ding code 20 'The truss a suds has been. designed. to • ravide •ad-equate resistance to w.dvl and forces as required b ' the.falow ng• provisions: :: -.. mQ LOADING- eQNDmQ . RQOF.ThU ES ,R.00,11- 'PUSSES TOP CHORD LIVE: - TOP CHORD LIVE: ' • TDP CHDRD' EMI 2 TOP GHDRD -DEAD: BOTTOM .CHORD DEC: /0 ' BOTTOM CHORD -DEAD: TO TaLLOAD •CPSFj . TM LOAD.IPSF1 !STRESS INCREASE -25 STRESS INCREASE: pmaNgumn Wind analysis. ASCE'7 -45 ,1 M.P.H. Exposure catagory:„. Mean roof height: 24,4244_ Cota,puter Program us o. for design: . . Attached is a index sheet submitted in. accordanee with F.A.C. Chapter 61G15-- 31.003. The. .pages numbered I thru are photocopies of the original design and approved by me. , As 'witness by my seal. I herebt certify that the above information is uue s ,d correct to the best' LIT my knowledge and belief. A. YEKTA KAVASOGLU, P.E. FL.REG.#41310 6500 W. RODGERS CIRCLE #8000 BOCA RATON , FL , 33487 OW DEC 2 2 2010 IAO7E :::';(f.e: 6:1 t � m 9141 • 111110W" ND: TRUSS I.D. ND: TRUSS I.D. ND: TRUSS I.D. ND: TRUSS I.D.} :. : - ". ND: 'TRUSS I.D. . ( 41. 81. 121, 1611 2. Z 1 42. 82. 122. 152: 3. 1 43. I B3. 12.3. 153.. 4. 1 44. I I . B4. I 124. I 164. • 5. r- 45. 85. I 125. I 155. I. 6. I j -hr 45. I 86. 126, 155, 7 . 47, I 87. • 127. 1 157. 3, gi - _, 4B:,- . _ B.E. _ _ 128- _ 15_8. 9. 49. 39. 129. 159. 10. ,H0 50. 9D. 130. 170. 11. C--P . 51... I 9L ....I 131. 171. I 12. C...„ '. ' 1 52, 92, 132. 172. I 13. `y ` . 53. 54. I I _93._ 94. 133. 134. 173: 174. 14. 15 . "`', 55. I 95. 135. 175. - 15. casA 5'6" - 96-, 96- • I " 135. 17E. 17, C,. ;. I 57. 0 97, I I 137. 177. 18. ca-77, 58. - ....96.: - . ..138. . ' 178. 19: F 59. 99. 13:9.: I 179. 20. Ca 5 -50..,... :.. 1D0 .., 140, :- 18•D. 21, in ! = :.:51. 101,._ . 1 14L, 1E1 _ 22. 1 / 62. 102, ' . .1-42. . 182• 23. V 63. 103_ _ . ^_..143.. • 183., 24. 1 ` r ' 54. 104. : '1214. - • .:1$4. 25. V die 55. 105. 145... 185. 26. $ 66. 106. ..14,6s. :x,85, - 27. V 57. 107. -," -147;" -I3Z 28. / 68, 108. a4'.5;.:.: 18.8, • 29. I '. ° R 69. 1 1D9 :- 149: • -189. -_ 3D. 43 // 70. 1 110 : • 150. 19.0. 31. ( 71. I ' 111. 151. - 191. - 32. 1 ! 72. 112. 1 152. 192, 33. 73. 113. I 153. 193. 34. 74. I I 114. 154, 194. 35. 75, I 115. • 1 155, 195, 36. 1 1 76. . J 115. 155. 196, 37. 1 1 77, 1 117. I 157, 197. 38. 1 78, I -113. , 1 158. I J 198. 39. 1 79. _ , 119. 159, 199. 1 4D." 8D, 120. - 1 I 160. I �hi1(15n .,",ono roan i 200. I A. YEKTA KAVASOGLL, P.E. FL.REG.#41310 6500 W. RODGERS CIRCLE #8000 BOCA RA.TON , FL , 33487 DEC 222010 TRTEOF :�� es-s /O@J t...* " rrlr9e011100° FLORIDA QUALITY TRUSS 3120 N.W. 16th Terrace Pompano Beach, FL 33064 Main Office:1- 800 - 331 -6994 Alt.Ph:954-975 -3384 - Fax:954- 978 -8980 flgt ©beilsouth.net Customer information: Name: INVESCA DEV. Contact Fill in later Address: City, State, Zip: Salesman: Fill in later Designer: Greg i Lk Engineering -List Job #: 10248 Date: Project Information: Name: BOERNER RESIDENCE Address: 9700 NE 12 AVE Region: Dade City, State, Zip: MIAMI SHORES, FL 33138 Notes: Loading: TC BC LL 20 10 DL 25 10 Engineering List Seq. Num. Qty Span Description Truss Slope TC /BC BDFT OH - L CANT -L OH - R CANT -R STUB -L STUB -R Height 1 1 28 -08-00 Al 176.4 Ibs. each -.01i0 4.00 0.00 2x4 / 2x4 84.00 84.00 00 -00 -00 101 00 -00 -00 -00 -00 00 -00 -00 00 -00-00 00 -00 -00 09 -10 -10 2 1 28 -08 -00 A2 177.8 lbs. each `�� iw � Ili 4.00 0.00 2x4 / 2x4 84.67 84.67 00 -00 -00 01 -00 -00 00 -00 -00 00 -00 -00 00 -00 -00 09 -10 -10 00 -00 -00 3 1 28-08 -00 A3 176.4 lbs. each _doe" �. %%' 4.00 0.00 2x4 / 2x4 84.00 84.00 00 -00 -00 01 -00 -00 00-00 -00 00-00-00 00 -00 -00 00 -00-00 09 -10 -10 4 1 28 -08 -00 A4 180.6 lbs. each �d -- 4.00 0.00 2x4 / 2x4 86.00 86.00 00 -00 -00 01 -00 -00 00 -00 -00 00 -00-00 00 -00 -00 00 -00 -00 08 -06-10 _ 5 1 28 -08-00 A5 187.6 lbs. each _di /1- J- , , _ 4.00 0.00 2x4 / 2x4 89.33 89.33 00 -00 -00 01 -00 -00 00 -00 -00 00 -00-00 00-00 -00 00 -00 -00 07 -10 -12 6 1 28 -08-00 A6 173.6 lbs. each 4.00 0.00 2x4 / 2x4 82.67 82.67 00 -00 -00 01 -00 -00 00 -00-00 00 -00 -00 00 -00 -00 00 -00 -00 07 -02 -12 �� /i - _ 7 1 28 -08-00 A7 168.0 Ibs. each 4.00 0.00 2x4 / 2x4 80.00 80.00 00 -00 -00 00 -00-00 01 -00 -00 00-00 -00 00 -00 -00 00 -00-00 06 -06 -12 - A /1 �- 8 1 28 -08-00 A8 161.0 Ibs. each 4.00 0.00 2x4 / 2x4 76.67 76.67 00 -00 -00 00 -00-00 01 -00 -00 00 -00 -00 00 -00 -00 00 -00 -00 05 -10 -12 9 1 28 -08-00 A9 4.00 0.00 2x4 / 2x4 76.67 76.67 00 -00 -00 01 -00 -00 00 -00-00 00 -00-00 00 -00 -00 00-00-00 05-02 -12 161.0 lbs. each /: l,- 10 1 28 -08 -00 A10 1582 Ibs. each 4.00 0.00 2x4 / 2x4 75.33 75.33 00 -00 -00 01 -00 -00 00 -00 -00 00 -00 -00 00 -00 -00 00 -00 -00 04-06 -12 11 2 01 -00 -00 CJ1 4200 lbs. each 4.00 0.00 2x4 / 2x4 2.00 4.00 00 -00 -00 00 -00 -00 00 -00-00 00 -00 -00 00 -00 -00 00 -00 -00 00 -07 -15 12 1 10 -08 -03 CJ11A 3920 lbs. each 4.00 0.00 2x4 / 2x4 18.67 18.67 00 -00 -00 00 -00 -00 01 -00 -00 00 -00-00 00 -00 -00 00 -00-00 03 -10 -11 13 1 03 -00 -00 CJ3 9.800 Ibs. each / 4.00 0.00 2x4 / 2x4 4.67 4.67 00 -00-00 00 -00 -00 00 -00-00 00 -00-00 00 -00 -00 00 -00 -00 01 -03-15 14 1 03 -00 -00 CJ3A 1120 Ibs. each 4.00 0.00 2x4 / 2x4 5.33 5.33 00 -00 -00 01 -00 -00 00 -00 -00 00 -00-00 00 -00 -00 00-00 -00 01 -03-15 15 1 05 -00 -00 CJ5 16.80 Ibs. each 4.00 0.00 2x4 / 2x4 8.00 8.00 00 -00 -00 03 -00 -00 00 -00 -00 00 -00-00 00 -00 -00 00 -00 -00 01 -11 -15 Page 1 of 2 Engineering List Seq. Num. Qty Span j Description Truss Slope TC /BC BDFT OH - L OH - R CANT -L CANT -R STUB -L STUB -R Height 16 1 1 05 -00 -00 CJ5A 4.00 0.00 8.00 00 -00 -00 01- 00-001 00 -00-00 01 -11 -15 16.80 lbs. each 2x4 / 2x4 8.00 00 -00 -00 00 -00 -00 00 -00 -00 17 1 07 -00 -00 CJ7 4.00 0.00 10.67 00 -00 -00 03-00 -00 00 -00 -00 02 -07 -15 22.40 Ibs. each 2x4 / 2x4 10.67 00 -00 -00 00-00 -00 00-00 -00 18 1 07 -00 -00 CJ7A 4.00 0.00 10.67 00 -00 -00 01 -00 -00 00 -00 -00 02 -07 -15 22.40 lbs. each 2x4 / 2x4 10.67 00 -00-00 00 -00 -00 00 -00 -00 19 1 09 -00-00 CJ9 4.00 0.00 14.00 00 -00 -00 03 -00 -00 00 -00 -00 03 -03-15 29.40 Ibs. each 2x4 / 2x4 14.00 00 -00 -00 00 -00 -00 00 -00 -00 20 1 09 -00 -00 CJ9A 4.00 0.00 16.00 00-00 -00 01 -00 -00 00 -00 -00 03-03 -15 33.60 Ibs. each 2x4 / 2x4 16.00 00 -00 -00 00-00 -00 00 -00 -00 21 9 10 -10 -00 M1 ` 4.00 0.00 25.33 00-00 -00 03 -00 -00 00 -00 -00 03 -11 -04 53.20 Ibs. each _/ / •, 2x4 / 2x4 228.00 00 -00 -00 00 -00 -00 00 -00 -00 22 1 24 -11 -08 V1 4.00 0.00 51.33 00 -00 -00 00 -00 -00 00 -00 -00 05 -04-04 107.8 Ibs. each 2x4 / 2x4 51.33 00 -00 -00 00 -00 -00 00 -00 -00 23 1 24 -11 -08 V2 4.00 0.00 49.33 00 -00 -00 00 -00 -00 00 -00 -00 04 -00-04 ,i11I�� 103.6 Ibs. each 2x4 / 2x4 49.33 00 -00 -00 00 -00 -00 00 -00-00 24 1 24 -11 -08 V3 4.00 0.00 45.33 00 -00 -00 00 -00 -00 00 -00 -00 02 -08-04 95.20 Ibs. each ,- F l Ji >l 9 V 2x4 / 2x4 45.33 00 -00 -00 00 -00 -00 00 -00 -00 25 1 24 -11 -08 V4 4.00 0.00 38.67 00 -00 -00 00 -00 -00 00 -00 -00 01 -04-04 81.20 lbs. each 2x4 / 2x4 38.67 00 -00 -00 00 -00 -00 00 -00 -00 26 1 26 -08-04 V5 4.00 0.00 56.00 00 -00 -00 00 -00 -00 00 -00 -00 05 -03 -15 117.6 Ibs. each 2x4 / 2x4 56.00 00 -00-00 00-0-3-00 00 -00 -00 27 1 26 -08-04 V6 4.00 0.00 54.67 00 -00 -00 00 -00 -00 00 -00 -00 03 -11 -15 114.8 Ibs. each �- 1�"� 0 P _ 2x4 / 2x4 54.67 00 -00 -00 00- 0 -3 -00 00 -00 -00 28 1 26-08 -04 V7 4.00 0.00 50.00 00 -00 -00 00 -00 -00 00 -00 -00 02 -07 -15 105.0 lbs. each ---ailiMINIIMIMINI 2x4 / 2x4 50.00 00 -00-00 00 -0 -3-00 00 -00-00 29 1 26 -08-04 V8 4.00 0.00 42.00 00 -00-00 00 -00 -00 00 -00 -00 01 -03-15 88.20 Ibs. each 2x4 / 2x4 42.00 00 -00 -00 00 -0 -3-00 00 -00 -00 30 1 15 -02 -06 HJ11 2.83 0.00 34.00 00 -00 -00 04 -02 -03 00 -00 -00 03 -10 -15 71.40 Ibs. each �� 2x4 / 2x4 34.00 00 -00 -00 00 -00 -00 00 -00 -00 _ Page 2 of 2 Job:(10248) / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs2x4SP#3 Left cantilever is exposed to wind (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "P" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5 ",min.)nails @ 6" OC. Deflection meets L/360 live and U240 total load. JT PLATE LATERAL CHORD No. SIZE SHIFT BITE [22] W3X5(R) 1.00 R 2.25 011.5X4 E2X4(A1) 315 PLT. TYP: WAVE 14'6 "4 04X5 (*`) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 29.42 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. as Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (B) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135 "x3.5 °,min.)nafls @ 6" OC. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 14.71 ft. from roof edge. 81.5X4 12 4 p 05X8 03X4 13'11 "12 `&3X5(R)1221 1' ) ii TB° E5X8 8'4" 21'4" mi 6 a EMI 0(SRS) 1' R=599# U.260# RL =584# W =1' 92" R =1822# U =701# W=8" DESIGN CRrr"CUSTOMfTP42002 FrlRr»20%(0 %), 1(0) 28'8" 9'2" 1'8" —"+ QTY= 1 TOTAL= 1 0 0 0 5X6 U=713# R =1384# U 713# W=8" SEQ = 142578 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3830 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid caging. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure le the responsibility of the Building Designer per ANStI P11 Sec,2. For more Information see this job's general notes page and these web sites: ITWBCG: wxw.itwbcg.com; TPI: wxw.tpinstorg: WTCA: www.sbcIndustry.com: ICC: wxw.lccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) t A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Botchord2x4SP#2N Webs 2x4 SP #3 Left cantilever is exposed to wind (B) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5 ",min.)nais @ 6" OC. Deflection meets L/380 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 1.25 [22] W3X5(R) 1.00 R 2.25 1.5X4(") a2X4(A1) 356 PLT. TYP: WAVE 14'9 "12 ( ") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 29.42 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "i" brace. 80% length of web member. Attached with 16d Box or Gun (0.135'x3.5 ",min.)nails t 6" OC. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 14.71 fL from roof edge. 12 4 p- 13'10 "4 R=598# U=260# RL =584# W =1' R=1824# U =701# W=8" DESIGN CRrr=CUSTOWTPI.2002 FTJRT"20%(0%y 1(0) 28'8" QTY= 1 TOTAL= 1 H 0 0 m 105X6 R =1384# U =713# W=8" SEQ = 142657 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA UALITY TRUSS '."1.1111111P-Proli 4.11 TEL: (454) 975 -3384 FAX: (954) 978 -8930 3635 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing �or cover page listing this drawing, Indicates aoaptanoe of professional engineering responsibility solely for the design shown. The sultabuay and use of tide drawing for any struahtre Is the respralbility of the Building Designer per ANSI/TPI 1 Se2. For more Informaton see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbctndusfry.com; ICC: wvAV.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.0psf 10.0psf 10.0psf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) / A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (A) Conti uous lateral with 8d Box bracing equally Gun pacedd "on.5* mt member. Or lax OC.B SPF-S or better 7" brace. 80% length of web Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 1.25 [22] W3X4(R) 0.75 R 1.76 1111.8X4(" ) s2X4(A1) 318 PLT. TYP: WAVE 11'2`14 12 4 - 6792 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 29.42 ft mean hgt, ASCE 7 -05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (B) Continuous ont nuous lateral ate r l bracing 3 equally all s spaced 6" member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached Shim all supports to solid bearing. MWFRS loads based on trusses located at least 14.71 ft. from roof edge. 10'0'6 12 3'4'8 R =582# U =250# RL =584# W =1' R =1845# U =713# W=8" DESIGN CRR=CU8TOWTPI.2X2 FT/RT =20%(0%), 1(0) 28'8" 137 4'0"8 QTY =1 TOTAL= 1 0 s 1115X6 R =1380# U =710# W=8" SEQ = 142661 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA. QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3634 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Component Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drwairy or cover page Iisting this drawing, Indicates acceptance of professional engineering respona bthty IWey for the design shaven, The sultabffity and use of this drawing for any structure is the responsibility of the Building Designer par ANSUTPI 1 Seat. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tpinstorg: WTCA: www.sbcindusby.com: ICC: wwv.icrsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09- 10-2010 DRWG O/A LEN. 260800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) / A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs2x4SP#3 Left cantilever is exposed to wind (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better °T" brace. 80% length of web member. Attached with 8d Box or Gun (0.1135(2.5 °,min.)nails (ri) 8° OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE €4] W3X5 S 1.25 15] W3X4 S 1.25 19 W3X8 S 1.25 [23] W3X4(R) S 1.75 0 m m 13'1°2 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 28.76 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. 11'6 °14 4' PLT. TYP. -WAVE R=559# U=244# RLW30# W =1' R =1876# U =747# W=8° DESIGN CRIT.CUSTOMFTP1 -2002 FTIRT=20%(0 %y 1(0) 28'8° QTY= 1 TOTAL= 1 R=1373# U =588# W=8° SEQ = 142536 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreeettmye care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component bracing per BCSI.Information, Unless noed otherwise, top i for shill avveroperly attached structctural sheathing and bottom chord provide temporary a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per SCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. rrW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing recover page listing this drawing, Indicates aooeplanoe of p ofesalonel engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIMPI 1 SsoZ, For more Intonation see this job's general notes page and these web sites: rrWBCG: www.itwbcg.rom; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) 1 A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better 'T brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5 °,min.)nails © 6° OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [26] W3X4(R) S 1.26 N 0 ®1.5X4('") a2X4(A1) 3'18 PLT. TYP: WAVE 11'3°2 (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 28.43 ft mean hgt, ASCE 7 -05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets L/380 live and L/240 total load. Shim all supports to solid bearing. MWFRS loads based on trusses located at (east 14.22 ft. from roof edge. 11'5 "8 3'11° 210°8 —es R=527# U =238# RL=416# W =1' R =1917# U =748# W=8" DESIGN CRIT=CUSTOWTP1.2002 FT/RT=20%(0 %y 1(0) 28'8" QTY= 1 TOTAL= 1 R =1385# U =64# W=8° SEQ = 142529 REV. 10.01.01.0604.15 SCALE = 0.2500 TEL: (954) 975 -3384 FAX: (954) 978 -8980 3670 PARR CENTRAL BLVD. POMPANO BEACH, F3, 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted othenvise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ff W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/I-PI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover pate °strop this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown, Ths suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Seat. For more information see this Job's general notes page and these web sites: ITWBCG: www.ltwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: wmv.lccsaie.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10-2010 DRWG 0/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) / A6 THIS DWG. PREPARED BY TH ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5°,min.)nails © 8" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W3X4 2.50 L 1.26 m 1.5X4('") 2X4(A1) 095 PLT. TYP.-WAVE T5°2 el5X8 12 93X4[10] 13'3 °8 ("") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 28.10 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets L/380 live and L/240 total Toad. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 14.05 ft. from roof edge. 03X4 114X5 R) 7'11" m1.5X4 m3X5(R) 85X8 1114X6(SRSXR) 1 8'4" TB° 8 9'4 "8 R =517# U=238# RL =403# W =1' R =1930# U =738# Wes" DESIGN CR T"CUSTOM/TPI.2002 FlYRT=20 %(0%y 1(0) 28'8° 21'4" 1,7° 10'0°8 P 4 QTY= 1 TOTAL= 1 N_ r R= 1358# U=802# W=8" SEQ = 142521 REV. 10.01.01.0604.15 SCALE = 0.2500 b FLORIDA. QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3676 PABx CBNtIAL BLVD. POMPANO BEACH, FL 33064 **WARNING!`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care M fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall pmvide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -2 for standard piste positions. 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawlrg or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shovm, The aultabllity and use of this drawing for any structure Is the reaponelbUlty of the Building Designer per ANSUTPI 1 Sec,2, For more information see this job's general notes page and these web sites: ITWBCG: vnnv.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.0psf REF DATE 09-10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) 1A7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5 ",min.)naiis t 6" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W3X4 2.50 L 1.25 [22] W3X5 S 1.25 [23] W3X5(R) S 2.00 7'52 12 4 p 11'3 "8 (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 27.78 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and U240 total load. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 13.88 ft. from roof edge. 9'11"8 PLT. TYP: WAVE 1' ` IITX4("`) it T8" 8' R =531# U =240# RL=380# W =1' R =1912# U "735# W=8' DESIGN CRtr=OUSTOWTP1 -2002 FT/RT=20 %(0%), 1(0) 28'8' 4'4" 8'8° QTY= 1 TOTAL= 1 R =1386# U=847# W =8 SEQ = 142511 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA. QUALITY TRUSS 't'JL: (954) 975 -3384 FAX: (954) 978 -8980 3644 PAW( CEN'T'RAL BLVD. POMPANO BEACH, FL 33064 "WARNiNGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instellers shall pmvide temporary bracing per BCSI. less note otherwise, top cord hl ve properly attached structural sheathing and bottom chord hat have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trues in conformance with ANSI/ 7P] 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawin or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per AN$UTPI 1 Seo,2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: wwm.iccsafe.org TC LL 20.Opsf TC DL 25.Opsf BC DL 10.Opsf BC LL 10.Opsf TOT.LD. 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) / A8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T° brace. 80% length of web member. Attached with 8d Box or Gun 0.113"x2.5 ",min.)nails © 6" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 18 W1.5X4 S 2.25 [22] W4X5(R) 1.75 R 2.50 7614 9'1 °10 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 27.43 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right and vertical not exposed to wind pressure. Deflection meets L1380 live and L/240 total load. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 13.72 ft. from roof edge. 11'11 "8 PLT. TYP: WAVE R=547# U=238# RL =318# W =1' R =1891# U =751# W=8° DESIGN CRIT=CUSTOWtP1 -2702 F171:1=20 %(0%y 1(0) 28'8" QTY= 1 TOTAL= 1 R =1370# 11=877# W=8" SEQ = 142501 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA QUALITY TRUSS it TEL: (954) 975 -3384 FAX: (954) 978 -8980 3695 PARK CrNVtem, BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building bring purer SCSI Information, less noed otherwise, top chhord safety practices �latla performing structcWurall sheathing and bottom chord shall have a properly attached right ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates 10 each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 1 SOA-Z for standard plate positions. IT W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTFt 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the BuUding Designer perANSIt1P11 seo.2. For more information see this job's general notes page and these web sites: ITWBCG: www.)twbcg.com: TPI: www.tpinstorg: WTCA: www.sbcindustry.com: ICC: www.Iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09- 10-2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) /A9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets IJ360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 1.26 [22] W3X5(R) 1.26 R 2.25 81.5X4('*) s2X4(A1) 315 PLT. TYP: WAVE 1' i"..- 1R4(**) 12 4 14'8°8 63X5[4] ("*) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 27.10 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Shim at supports to solid bearing. MWFRS Toads based on trusses located at least 13.55 ft. from roof edge. 3X4 a6X8 83X4 13'11'8 81.5X4 83X5(R)122] rti 8,4" 21'4" a$XB o 2 T8" R=568# U =249# RL =278# W =1' R =1882# U-807# W=8" DESIGN cRrr cuSTDMM.1 -2002 FT/RT =20%(0%)/ 1(0) 28'8" 12'4° 4'8" QTY= 1 TOTAL= 1 85x8 R =1378# U=900# W=8° SEQ = 142490 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3615 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per 808). Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this dre*Inrg �or cover page fisting this drawing, indicates acceptance of ppn�feeelonal engineering responsibility solely forte design shown. The euitabwty and use of this drawing for any structure U the responsibility of the Building Designer per ANBUTP118ea2, For more information see this Job's general notes page and these web sites: rrvwBCG: www.itwbcg.com: TPI: wewv.tpinstorg: WTCA: www.sbcindustry.com: ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.Opsf 10.0psf 10.0psf 65.0psf REF DATE 09-10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) /A10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets 1/380 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [4] W3X5 S 1.25 [18] W1.5X4 S 2.25 [20] W3X4 S 1.25 [24] W3X4(R) 1.25 R 1.50 81.5X4(") ra2X4(A1) T1s PLT. TYP: WAVE 1' 811.5X4("') 12 4 .. 12'8"8 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 28.78 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Shim all supports to solid bearing. ®3X5[4] 03X4 a 8)(8 81.5X4(181 15'11"8 a3X4f201 ".r 83X4(R (24] N 85X6 8'4" 1a8X8 a 2 12 1 2' T8" R =588# U =383# RL=393# W =1' . R =1885# U =1201# Wes" DESIGN CRIT=CUSTGMITF1.2002 FDRT>20%(0%Y 1(0) 9'8°4 28'8" 21'4" 87°12 2'8" _. QTY = 1 TOTAL =1 R =1375# U=963# Wes° SEQ = 142484 REV. 10.01.01.0604.15 SCALE = 0.2500 FLORIDA UALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3639 PAa1( CENTRAL 01ND. POMPANO BEACH, FL 33084 "WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, es applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A4 for standard piste positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates aaaapfenoe of professional engineering responsibility solely for the design ahawn. The suitability and use of this drawing for any structure Is the responsibility of the Building Diner perANSUTP11 Seat, For more information see this job's general notes page and these web sites: rTWBCG: www.itwbcg.com: TPI: www.tpinstorg: WTCA: wwN.sbcindustry.com: ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.0psf 10.Opsf 10.Opsf 65.0psf REF DATE 09 -10 -2010 DRWG O/A LEN. 280800 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE SPEC Job:(10248) / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 147 mph wind, 24.81 ft mean hgt, ASCE 7 -05, CLOSED bldg, Located anywhere in roof, CAT 1I, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. E2X4(A1) PLT. TYP. -WAVE 4 12 1' R=4# Rw=15# U=5# Rh -134# RL =161/ -123# NAILED R=93# U =101# Rh =134# RL =107 / -124# NAILED DESIGN CRR=CUSTOM/IPI -2002 FTIRT =20 %(0%)/ 1(0) Special Toads — (Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC - From 93 pif at -0.09 to 93 plf at 1.00 BC - From 4 pif at 0.00 to 4 pif at 1.00 Deflection meets L/360 live and L/240 total load. BEARING ANALOG MODIFIED! ****" QTY= 2 TOTAL= 2 SEQ = 142412 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 9784980 3635 MI5 CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreeiymye care In fabricating, handling, )shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building bracing per BCSI. r�Unl Information, otherMse,ptoop chord shall ave restraint prope properly attached structural sheathing and bottom hord shall have a 8 or properly 1 attached rigid applicable. Apply plates e � face of truss and position as shown above and have the .bb�Details,uunless noted o�therwtse. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover pegs listing the drawing, Indicates acceptance of orofeaalonal engineering responsibility solely for the design shorn. The suitability and use of this drawing for any structure Is the roe (fluty of the Hubding Designer per ANSUTPI 1 Seo2. For more information see this job's general notes page and these web sites: ITWBCG: va w.itwbcg.com; TPI: www.tpinstorg: WTCA: www.sbclndustry.com: ICC: wwwiccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09 -10 -2010 DRWG O/A LEN. 1 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ11A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Deflection meets L1360 live and I/240 total load. r2X4(A1) iB PLT. TYP: WAVE @1.5X4(") 12 4 p- (•`) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 28.43 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Shim all supports to solid bearing. 01.5X4 3'2'7 it =/2)f U =59# NAILED .6 —1' Ch'- 6'4" 01.5X4 R.580# U=243# RL =327# W =1' DESIGN ORIT=CU8TOWTPI.2002 FT/R7.20%(0%y 1(0) 10'8"3 QTY= 1 TOTAL =1 R =759# U416# W=8" 0 ro R=27# Rw=32# Us3# NAILED SEQ = 142477 REV. 10.01.01.0604.15 SCALE =0.7500 a. FLORIDA. UALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARR CENTRAL BLVD. POMPANO BEACH, FL 33064 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached right ceiling, Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover pegs Meting thla drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability end use of this drawing for any structure is the responsibility of the Building Designer perANSUTPI 1 Seo2. For more information see this Job's general notes page and these web sites: ITWBCG: www.ibwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndusfry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.0psf 10.0psf 10.0psf 65.0psf REF DATE 09 -10 -2010 DRWG O/A LEN. 100803 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK • Job:(10248) / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Deflection meets L/360 live and L1240 total Toad. `***" BEARING ANALOG MODIFIED! ***** a2X4(A1) PLT. TYP: WAVE ** The maximum horizontal reaction is 580# ** 147 mph wind, 25.15 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Wind reactions based on MWFRS pressures. R =335# U =213# Rh= 581# RL =3051 -351# NAILED 1. 3' DESIGN CRIT.0USTOM/TPI.2002 FT/RT =20 %(0%)/ 1(0) R =83# Rw =107# U =78# Rh=- 581# RL= 413/ -295# NAILED QTY =1 TOTAL =1 SEQ = 142419 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA Quearnr TRUSS Mit TEL: (954) 975 -3384 FAR: (954) 978 -8980 3830 PARK CENTRAL BLVD. POMPANO BEACH, FL 33054 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI tteemiporary bracing per CSI Information, Unless noted otherwise, top chord ord safety ll have properly lyy attached structural sheathing and bottoms chord provide have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3. B7 or B10, as applicable. Apply plates to each fare of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 100A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for hhaendling, shipping, Installation & bracing of trusses. design The drawing l and ussa of this listing foraanyl, structure is �ponsibilityprofessional of the Bu engineering Designer per ANSIRPI 1 Sea e For more Information see this job's general notes page and these web sites: ITWBCG: www.ltwbcg.com: TPI: 1wnx.tptnstorg: WTCA: www.sbcindustry.com: CC: www.Iacsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 3 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ3A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Deflection meets L/360 live and 1J240 total load. 2X4(A1) PLT. TYP: WAVE ('") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 25.15 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. 1'6 °4# U=49# NAILED ,'4- 1' 3' R=393# U =18 RL=87# W=8° DESIGN CRIT=CUSTOWTPI.2002 FT/RT=20%(0%y 1(0) R=-14# Rw --37# U=29# NAILED SEQ = 142447 QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA UALITY TRUSS S;�'. ice'". TEL: (954) 975 -3384 FAX: (954) 978 -5980 363S PARK CENTRAL BV'D. POMPANO BEACH, FL 33064 *"WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A sal on this drawing or cover page listing dlls drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sso.2. For more Information see this Job's general notes page and these web sites:. ITWBCG: www.itwbcg.com: TPI: www.tpinstorg: WTCA: wvm.sbclndusiry.com: ICC: waww.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09 -10 -2010 DRWG 0/A LEN. 3 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total load. E2X4(A1) PLT. TYP: WAVE Negative reaction(s) of -288# MAX. (See below) from a non -wind load case requires uplift connection. 147 mph wind, 26.48 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.60 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind reactions based on MWFRS pressures. 1'4°4 R- 27694Rw=1579 U =145# NAILED 1 DESIGN CRIT=CUSTOWTPI -202 FTRT- 20 %(0 %y 1(0) 5' R =1225# U =7199 RL =148# W =1' R= 287# Rw=207# U =196# NAILED QTY= 1 TOTAL= 1 SEQ = 142423 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA QUALITY TRUSS wasp mit TEL: (954) 975 -3384 FAX: (954) 978.8980 MSS PARK MN 1BAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, inatalladon & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use Mthly drawing for any structure le the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.ilwbcg.com; TPI: www.tpinstorg; WTCA: waw.sbc(ndustry.com; ICC: W1W1.1ccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.0psf 10.0psf 10.0psf 65.0psf REF DATE 09-10 -2010 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK a Job:(10248) / CJ5A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right canttevers are exposed to wind Deflection meets L/360 live and L/240 total load. re2X4(A1) PLT. TYP. -WAVE 3'4,4 (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 25.48 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT li, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. R -101# U =134# NAILED 1' 5' R=495# U= 251# RL =148# W =1' DESIGN CRIT=CUBTOMRPI -2002 FT/117=20 %(0%y 1(0) QTY= 1 TOTAL= 1 R=48# U =23# NAILED SEQ = 142452 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA QUALITY TRUSS W.5111 TEL: (954) 975 -3384 FAX: (954) 978 -8980 3835 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme rare in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety In formation, by TPI and WTCA) for safety practices prior to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shag have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of russt u and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. fIW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to bulpd the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use M this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Seo,Z, For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tphrstorg: WTCA: ewnv.sbc(ndusfry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind a2X4(A1) PLT. TYP. -WAVE 147 mph wind, 26.81 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.60 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Deflection meets L/360 live and L/240 total load. 3'4,4 R-44# U=95# NAILED DESIGN CR1 mCUSTOM/TPI.2002 FTJRT- 20%(0 %y 1(0) 7, R=969# U=S; RL =210# W =1' QTY= 1 TOTAL= 1 -4 0, R=-56# Rw -107# U=87# NAILED SEQ = 142429 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA QUALITY TRUSS 1In ! ■111Mi it lA. MIN TEL: (954) 975 -3384 FAX: (954) 978 -8980 3639 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme WE in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WtCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS . Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS) sections B3, BY or B10, as applicable. Apply plates to each face of trues and position as shown above and on the Joint Detaiis, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. MN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on tits drawing or Dover page listing this drawing, Indicates acceptance of prolonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any stnrobre Is the responsibility of the Building Designer par ANSI/TPI 1 Sea. For more information see this Job's general notes page and these web sites: ITWBCG: www.)twbcg.com; TPI: www.tpinst.org; WTCA: waw.sbdndustry.com; ICC: xvAV.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 7 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ7A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total Toad. a2X4(A1) PLT. TYP: WAVE 411.5X4(") 12 4 .. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 25.81 ft mean hgt, ASCE 7-06, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. f° Wind reactions based on MWFRS pressures. 5'4.4 R-2W# U =220# NAILED R=607# U=3:1# RL=210# W =1' DESIGN CRIT=CLISTOMITF14002 FT/RT.20%(0%y 1(0) QTY= 1 TOTAL= 1 1 7 R =104# U=40# NAILED SEQ = 142457 REV. 10.01.01.0604.15 SCALE = 1.0000 FLORIDA QUALITY TRUSS 'fir::,:..: ►riri '!/.�%! TEL: (954) 975 -3384 FAX: (954) 978-8980 3635 PARK CGN'TEAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building temporary bracing per BCSI. Unless nom otherwise, top J chord hat practices ve properly attached structural sheathing end bottom chord provide have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A aeal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure B the reaponalbiity of the Building Designer par ANSVTPI 1 Se02. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tpinstorg: WTCA: %yew. sbcindustry.com: ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09 -10 -2010 DRWG O/A LEN. 7 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind JT PLATE LATERAL CHORD No SIZE SHIFT BITE [4] W2X4 S 2.25 82X4(A1) PLT. TYP: WAVE 147 mph wind, 28.15 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Deflection meets L/360 live and U240 total load. 5'4 =4 =T46# U =204# NAILED DESIGN CRIT=DUSTOMVrPI -2002 FTIRT -20 %(0%)11(0) 9' R =1004# U=512# RL =273# W =1' QTY= 1 TOTAL= 1 R3# Rw=91# U=59# NAILED SEQ = 142437 REV. 10.01.01.0604.15 SCALE = 0.7500 )(N, QUALITY TJSS II. AA wo.sji wire TEL: (954) 975 -3384 FAX: (954) 978 -8980 3615 PARK CENTIIAL BLVD. POMPANO BEACH, FL 33064 "WARNING!"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS) sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard pate positions. 11W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of trusses. A Beal on this drawing or cover page Meng this drawing, Indicates acceptance of professional engineering responsibility coley for the design shown, The eulfabMty and use of this drawing for any structure la the responsibility of the Building Designer per ANSUTPI 1840.2. For more information see this job's general notes page and these web sites: ITWBCG: www.ihvbcg.com; TPI: wsw.tpinstorg; WTCA: vA w.sbcindustry.com; )CC: www.Iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.0psf 10.0psf 10.0psf 65.0psf REF DATE 09-10 -2010 DRWG O/A LEN. 9 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / CJ9A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Botchord2x4SP#2N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Deflection meets U360 live and L/240 total load. Shim all supports to solid bearing. a2X4(A1) PLT. TYP: WAVE ("") 2 plat(*) require special positioning. Refer to scaled plate plot details for special positioning requirements. 147 mph wind, 28.15 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7[ W1.5X4 S 2.25 1'6 "4 --12=7g9 Rw=103# NAILED — 1'--.s r 1 - e'4" R=558# U=260# RL =273# W =1' DESIGN CRIT.CUSTOWTPI -2002 FT/RT 20%(O%y 1(0) QTY= 1 TOTAL =1 R =781# U=841# W=8" H ID R=-51# Rw=36# U =24# NAILED SEQ = 142468 REV. 10.01.01.0604.15 SCALE = 0.7500 FLORIDA. QUALITY TRUSS MirifiEglIMi TEL,: (954) 975 -3384 FAX: (954) 978 -8980 WS PARK CENTRAL BLvn. POMPANO BEACH, Ft. 33064 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted othenWse. Refer to drawings 160A -Z for standard plate positions. ITV/ Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A Beal on this drawing weever page Itdng thle drawing, Indicates acceptance of professional engineering responsibility solely for the design stow. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPl 1 Seat, For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tpinstog: WTCA: www.sbctndustry.com: ICC: www.iccsafe.og TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG 0/A LEN. 9 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE JACK Job:(10248) / M1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/380 live and L/240 total load. a2X4(A1) PLT. TYP: WAVE 147 mph wind, 26.45 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W3X5(R) S 3.00 DESIGN CRIT=DUSTOWtPI -2002 FDRT=20 %(0 %)/ 1(0) R =1083# U- -583# RL=331# W =1' 1010" QTY= 9 TOTAL= 9 R =354# U=336# W=8" SEQ = 142400 REV. 10.01.01.0604.15 SCALE = 0.7500 FLORIDA QUALITY TRUSS 1 k,L: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL ULYD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTOR INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the lad edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing dper SCSI. Unless noted otherwise, ptop pnchord shall have properly attached structural sheathing and bottom chord shall have a B or properly 1, as attached ceiling. py plates to each faces of trusand tpos)gon as Shown above and on the Jo Joint Details, unless B noted othenWse., Refer to drawings 1(30A -Z for standard plate poshlons. IT W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with AaNVSSIIITPI 1, or forrehhandling, shipping, installation & bracing offetruusssses. for the design The suitabilityrand use of thla drarawing for any indicates aructure to the reeponslnil tyof a Buffing � Designer responsibility ANUUTP(P(1 Se For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinatorg; WTCA: wenw.sbclndustry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.Opsf 10.Opsf 10.0psf 65.0psf REF DATE 09 -10 -2010 DRWG O/A LEN. 101000 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE MONO Job:(10248) / V1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4SP#2N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/180 live and L/120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [18] W1.5X4 S 2.25 [21] W1.5X4 S 2.50 [22] W1.5X4 S 2.50 ■4 PLT. TYP: WAVE a3X4(D11))_- g5X6 24'11"6 1111.5X4[181 91.5X4[2.21 7'1"2 12 4 - 05X8 All plates are 1.5X4 except as noted. 147 mph wind, 28.88 ft mean hgt, ASCE 7 -05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. 8'1'2 - 8'11'8 @4X5 R) 011.5X4[21) 12' DESIGN CRIT.CUSTOMRPI -2002 FTIRT.20%(0%y 1(0) QTY =1 TOTAL= 1 12'11°8 N R =133pff U= 100p(f RL=20plf W =24'11'8 SEQ = 142584 REV. 10.01.01.0604.15 SCALE = 0.2500 TEL: (954) 975 -3384 FAX: (954) 978 -8980 3435 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 '"WARNINOI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building mporary bracing per BCS),I Unless noted othenWse,ptoop chord safety havr��perly�aatte performing structcturaal sheathing and bottom Installers chord shall have B or properly 1, as aapplicable. Apply plates to each eof truss and position mshown above and on the Jo Joint Details,,uunless noted otherwise, Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, inetelletlon & bracing of trusses. A seal on this drrei��p or cover pie ItatIng this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The euitebu(ty and use of this drawing for any structure Is the respons(blllty of the Building Designer per ANSUTPI 1 Sec/. For more Information see this job's general notes page and these web sites: IT BCG: wwwitwbcg.com: TPI: www.tpinstorg: WTCA: www.sbdndustry.com: (CC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 241108 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL Job:(10248) / V2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4SP#2N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/180 live and L/120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W1.5X4 S 2.25 [19] W1.5X4 S 2.50 [20; W1.5X4 S 2.50 883X4(D1) "•4 PLT. TYP: WAVE 12 4 v 11'2°4 All plates are 1.5X4 except as noted. 147 mph wind, 28.88 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. 014X5 12'11•8 >11.5X44191 12'192 111.5X4[8] 85X8 24'1113 001.5X4[20] 12'9 "12 OEeION CRIT=CUBTOW1PI -2002 FT/RT- 20%(0%)f 1(0) QTY= 1 TOTAL= 1 R =133p >f U =100pIf RL =15ptf W=241111 SEQ = 142590 REV. 10.01.01.0604.15 SCALE =0.2500 ELORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX (954) 978 -8980 3035 PARK CINTAAL BLVD. POMPANO BEACH, FL 33064 "WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 100A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on thla drawing or cover page listing this drawing, Indicate acceptance of professional engineering responsibility solely for the design shown. The euitabuny and use of this drewbg for any structure is the responsibility of the Building Designer per AN8VTPI 1 Seat. For more Information see this job's general notes page and these web sites: ITWBCG: w,vw.itwbcg.com: TPI: www.tpInstorg; WTCA: vanv.sbclndustry.com: ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.Opsf 10.0psf 10.0psf 65.0psf REF DATE 09-10-2010 DRWG 0/A LEN. 241108 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL 1 Job:(10248) / V3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs2x4SP#3 Deflection meets L/180 live and L/120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [6] W1.5X4 S 2.25 [10] W1.5X4 S 2.26 [21] W1.5X4 S 2.50 [22] W1.5X4 S 2.50 a< PLT. TYP: WAVE s3X4(D1) 12 4 - 7'74 All plates are 1.5X4 except as noted. 147 mph wind, 28.86 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. 8' r_ 81118 W4X5 1 E5X8 1111.5X41211 0 0 )11.5X4181 01.5X4[101 85X8 011.5X4(22) 24'11"8 12' r 12'1118 DESIGN CRIT OUSTOWTPI -2002 FTIRT =20%(0%)( 1(0) QTY= 1 TOTAL =1 itt 1 R =133pif U= 100pIf RL9pif W=24'11'B SEQ = 142596 REV. 10.01.01.0604.15 SCALE = 0.2500 i` L©RJDA QUALITY TRUSS Wail MI NMI Wilt TEL: (954) 975 -3384 FAX: (954) 978 -8980 3638 PARR CENTRAL BLVD. POMPANO BEACH, FL 33054 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this draw�r cover pia Meting this drawing, Indicates acceptance of professional enghreedng responsibility solely for the design shown. The suitability and 05e of this drawing for any structure Is the responsibility of the Building Designer perANSUTPI 1 scc.2. For more Information see this job's general notes page and these web sites: ITWBCG: wwaw.itwbcg•com; TPI: w,+•tpinstorg; WTCA: www.sbdndustry.mm; ICC: vnvw.1ccsafe .or g TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.0psf REF DATE 09 -10 -2010 DRWG O/A LEN. 241108 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL • Job:(10248) / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4SP#2N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/180 five and L/120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [21] W1.5X4 S 2.60 [22] W 1.6X4 S 2.50 PLT. TYP: WAVE All plates are 1.5X4 except as noted. 147 mph wind, 28.86 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. r•E++w— 3'2 "4 12' 89118 Ea3X4(D1) 0 12 4 p' 84X5(R) 05X6 0 Ini a 5)06 24'118 0 0 Ill1.5X41211 0 m 1.5X4[22] 12' 12'118 DESIGN cRn cUSTOWTPI•2002 FT/RT=20%(0%y 1(0) QTY= 1 TOTAL =1 R= 133p1f U =100ptf RL =4plf W= 241118 SEQ = 142602 REV. 10.01.01.0604.15 SCALE = 0.2500 ORMA ice_ lrrr. ""�j� Mai TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe SCSI. Unless noted othervAse, top chord shall have properly attached structural sheathing and bottom chord shall have a properly ebached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any devialon from this drawing, any failure to build the truss in conformance with ANSUIPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or rover page Reding this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.ttwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindusfry.com: ICC: vwwv.tccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10-2010 DRWG O/A LEN. 2411os DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL Job:(10248) / V5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L1180 live and 0120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE (16] W1.5X4 S 2.25 PLT. TYP: WAVE All plates are 1.5X4 except as noted. 147 mph wind, 28.86 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL =5.0 wind BC DL=5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. mob- r_ 15'°8 -I 10'8 °4 ®3X4(D1)) s35X8 288 "4 81.5X4[18] r r 12' 14'11 °4 12 4 p 84X5 DESIGN CRIT=CUBTOMRPI.2002 FT/RTn20%(0 %y 1(0) 26'11°4 QTY= 1 TOTAL= 1 R =131pIf U= 100pif RL =18pIf W= 20'11 °4 SEQ = 142615 REV. 10.01.01.0604.15 SCALE = 0.2500 QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3630 PARR CBNTRAL BLVD, POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A -Z for standard plate positions. 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on he drawirg or cover page listing this drawing, indicates ecceptanae of professional engineering responsibility solely for the design shown. The suitability end use of this drawing for any structure is the reaponelblty of the Building Designer per ANSVTPI 1880.2. For more Information see this lob's general notes page and these web sites: ITWBCG: wwwthvbcg.com; TPI: waw.tpinstorg; WTCA: www.sbclndustry.com; I00: www.icxsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 260804 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL Job:(10248) / V6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/180 live and L/120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [8] W1.5X4 S 2.26 i i PLT. TYP: WAVE es3X4(D1) 1111.5X4[8] 85X6 12 4 p- All plates are 1.5X4 except as noted. 147 mph wind, 28.86 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. 11'1"6 r 148"4 014X5 R) 26'8 "4 12'1 "12 ' ' 149"8 2611"4 QTY= 1 TOTAL= 1 DESIGN CRITeCUSTOWIP1-2002 Fr/RT=20%(0%y 1(0) H R= 131pif U =100p(f RL =130f W= 26'11 °4 REV. 10.01.01.0604.15 SEQ = 142624 SCALE = 0.2500 RIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3636 PARR CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the !Meet edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate posblons. 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover pope listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility piths Buying Designer per ANSI/TPI 1 Seta, For more information see thls job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndusby.com; IOC: www.icrsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 260804 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL Job:(10248) / V7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets U180 live and L/120 total load: JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W1.5X4 S 2.26 [10] W1.5X4 S 2.26 PLT. TYP: WAVE a3X4(D1) 12 4 - 718 8 All plates are 1.5X4 except as noted. 147 mph wind, 28.88 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =6.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. )64X5 R1 aSXB if n 011.5X4(81 91.5)(4[10] 85X8 28'8 4 a 10'8"4 n n n L 12' DEMON CRIToCUSTOM/TPI.2002 FT/RT =20%(0%)71(0) 28'11'4 1411 4 'r QTY= 1 TOTAL= 1 R =131pIf U=100pif RL 9plf W=26'11 "4 REV. 10.01.01.0604.15 SEQ = 142633 SCALE = 0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 PAX: (954) 978-8980 361S PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "'WARNINQI" READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building yComponepnt Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary a7 8riy attadheed rigid ceiling. Locations Locationssshown forfpermanent n pos lateral restraint shown webs shd and have fee bracing installed BCSI sections thoonsis 3, Refer to drawings 180A-Z for standard plate positions. ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with AreNSSrI//TPI 1, or for ehandling, shipping, installation & bracing of trusspes. for the A seal on design shown The suitability � usa of this drawing for any stnii re 15 the reeponslbtlllyfoff the Building professional near �AN8t/ PI 1 Seec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.ilwbcg.com: TPI: www.tpinstorg; WTCA: www.sbcIndustry.com: ICC: www.ICcsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.0psf 10.0psf 10.Opsf 65.0psf REF DATE 09-10 -2010 DRWG O/A LEN. 260804 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL Job:(10248) / V8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4SP#2N Webs 2x4 SP #3 Deflection meets L/180 live and L/120 total load. 13'15 1 PLT. TYP.-WAVE 3'1 "6 12' 12 4 L All plates are 1.5X4 except as noted. 147 mph wind, 28.88 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Wind reactions based on MWFRS pressures. 111485 R) E5X6 0 01588 10'8 "4 26'8'4 h 1 12' DESIGN CRIT.CUSTOMRPI.2002 F /RT- 20%(0%)/ 1(0) 28'11 "4 0 a 0 1 14'11 "4 QTY= 1 TOTAL= 1 R= 1310 U= 100pIf RL=4plf W=26'11 "4 REV. 10.01.01.0604.15 SEQ = 142642 SCALE = 0.2500 UTAIXTY'IRTJSS ,N11.1301.11ILMI■7111. JAMS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 ""WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shatl not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page Hating this drawing, Indicates aooeptanoe ofpIofesalonai engineering responsibility solely for the design shown. The suitability and use of Oils drawing for any structure le the resporalbiltty of the Building Designer perANSI/TPI 1 Seo.2, For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 25.Opsf 10.Opsf 10.Opsf 65.Opsf REF DATE 09-10 -2010 DRWG O/A LEN. 260804 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE VAL Job:(10248) / HJ11 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Special loads — (Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC - From 2 pif at -0.07 to 2 plf at 15.20 BC - From 4 Of at 0.00 to 4 pif at 15.20 PLT- 186 LB Conc. Load at ( 1.41,24.95) PLT - 335 LB Conc. Load at ( 4.24,25.62 PLT- -164 LB Conc. Load at ( 7.07,26.29 PLT- 217 LB Conc. Load at ( 9.90,26.95) PLB- 8 LB Conc. Load at ( 1.41,24.37) PLB- -239 LB Conc. Load at ( 7.07,24.37) PLB- 120 LB Conc. Load at ( 9.90,24.37) PLB- 54 LB Conc. Load at (12.73,24.37) Wind reactions based on MWFRS pressures. 1800 -- 1'5" 2'9"15 2'9 "15 .1540 -1 All plates are 3X4 except as noted. Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. 147 mph wind, 26.45 ft mean hgt, ASCE 7-06, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W 1.5X4 S 2.25 2'9"15 21781 5'3"9 PLT. TYP: WAVE 57`14 DESIGN CRIT"CUSTOMmPI.2002 FT/RT"20 %40%y 1(0) R=487# U =782# W =1'5" QTY= 1 TOTAL= 1 r 2'9"15 1200 R =148# U=830# W =11 "5 5J 25 10 n 0 m R -16# U =9# W=10"9 REV. 10.01.01.0604.15 SEQ = 142653 SCALE = 0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978-8980 3638 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bredng per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 33, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group In shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover page listing ells drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. Tire suitability and use of this drawing for any stntoture b the responsibility of the Building Designer per ANBUTPI 1 Sea2, For more information see this job's general notes page and these web sites: ITWBCG: www.Itwbcg.com; TPI: www.tpinst.org; WTCA: wmvsbdndustry.com; ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 25.Opsf 10.0psf 10.0psf 65.0psf REF DATE 09-10 -2010 DRWG O/A LEN. 150206 DUR.FAC. 1.25 JOB #: 10248 SPACING 24.0" TYPE HIP JACK WEB BRACING RECOMMENDATIONS ST- WEBBRACE X•9P,ACE BAY SIZE 24`O.C. 72` OA BRACING MATERIAL TYPE D MiTek Industries, Inc. *Bay she shell be measured in between fie centers of a pair diagonsde or x- bracing. BRACING MAATERL ALS 1X4 ND. 45SYP -01- 1 X d 12 SRB (OF. BF, SPF} 2 X 3 43, STD, C0PLST (SPF, DF, HF, OR SYP) 2 X 643 OR 6ETT9i (SP?. DF, HF, OR SY9 GENERAL NOTES • L DIAODNN.BRAG6ic 66 TDRED TO TRANSFSiTtE CLdBLATAIEIATERALMACE FORCE 6416TtE ROOF ANDIDECHLIC INAPKI O L THE MAMMON IS TCI MEM= BTA=Limn z TILEse 0 WXA oN6 ARE pAseo ONMEiUL RACE GRIMM 2% OF THE WEa FORCE 3. mime. BRAM wow_ miEtBERA►E sumo r 0E on seam ASTHELATERALBEAM WLTMAL.AND MALL SE INSTALLED W =LAMA d•ERTHAT R IMERSECT6 WEB MEUBERS ATAFPR =4.42 MS= AleSOILtEHASEaATEA [UENOANDEACHINTEF ATETW.66WAN2 -6d IB LTIVIS- POR ht BRACES.2 -tMM PM a l FORM and Dr.,4 BRAti'S,A1ID3.41d tLL171.4F1 EDEMA 6AACS L CONNECT tAMM.DRAGETO EAC1tTALLSE WEN 2 -&4t .121'X2.5 52.6 FOE 1s( 'LATERAL BRAC£S, ' 2-104 (LLIDYLTI MS FOR m and ht LATERALBRACE6,AND 3.604 rL161'O"l FOR2z8 LATERAL BRACES 6. LATERAL DRAM SHOULD BE CONL6a= AND EliaLLD OVERLAP AT LAST ONE TRUSS EPICS FOR CONTDOSI. L FORA NAT- IFLIEMEREMAFIDDID DESIGN MI INSTALLATION OF BRA I6 , CONSULT DS13-66 MUMMY BRACBJG OP NETAL' PLATE COI*ECIED WDDDTRUSSES M40 ace 1-03 RUM To ROMFRAGTICE FDR ANCL6 6, 646XMLe4G aaRACS4G DP IIETAL PUCE L IVOINDIDIEM.,JOINTLT PROIIMED DV WOODTRLB3 COMM OP AIRFICAI d MRS RATE 6651RUTE. .i.tAaod2tm ma and xv m6. . T. REF63TD IBa'S TRDE3t4{=RAWM FOR WEE IIEMERL I:E. L TABIEATEDYAUES ARE BASER OH A DOL. • LIS FOR STABILES: • Kea 6PFONO OP34- MM. ONLY. WTEIVRIAeL-®tTRIMS MO= 625212615 CAN lE St1e5TI1UEo FOR rife LCARO D WIXOM UATSSAL COLCISURACOS FOR STAIDLI2$i8 FRETO IEPROUT ATeAISZES+ImCATID MOVE. WHERE=ARRA= BM= 16 FtlEOLIFED AT PRIX EIRERIC1.1EMOILFEERS OAT VIE nz LRC®WRWWODOI DRm SEE•e'O1ERMOC TRUSS FRANC aa617LL]ATlmi MEEAND MOULT span:An ai. DIAGONAL. BRACE 21114 HAILS (SEE NpTE 4) 0 O- 0 C 'Cr ( a a 0 C • i, .c t. '0 0.. mE C ^`0 m m —; ,a ai O C D7 - O t. .1:1 D In m 3 VE 0 Z X- GRACING (REWIRED FDR72-0.C.) FOR 24• AND or D.C. SINGLE MAGMA. SUFRCIE 4T. (One lag of *bracing shown dashed for drweing clarity. TMs leg wla requlr6 horizontal blocking nest to the top and bottom chard so R attaehei to the brace plane.] This Information Is provided as a recommendafon to asaistln the requirement tar permanent bradrig of tiro Individual truss web wombats. AddiUDnei bracing may all be required for the stability of the overall roof system. The method shown Mara Is just one method hat can be used to provide stately against utdrUng TRUSS TOE TRUSS CONNECTION DETAIL FOR CORNER. SET. plates. etc, refer to original sealed For all lumber, truss drawings. 7r—Oa 12 '.1 -2 4 -to 7 L J_3 J -4 J -1 1'0a 3'0' 5'0' 7'0' art NOTE: (DIA. = 0.148 ", Length = 3.0 ") gun nails may be substituted in place of 18d toe -nails up to the maximum gravity reactions and uplifts given below : (2) NAILS =r Max. Reaction n 2# Max. Uplift (3) NAILS -r Max. Reaction = 397 # # Max. Uplift Aix = C3) 16d C 0.162 "x3.5" ), Tae -Nails = (2) 16d C 0.162'x3.5' ) Toe -Nails NOTES: 1) Truss to truss connection for this corner set is designed based on Southern Pine lumber. 2) Truss to bearing support connection by others. 3) Wind loading is based on 146 mph per ASCE 7 -05, mean roof height of 30'. exp. C, enclosed, importance factor 1.0 and total deed of 10 PSF. 4) Duration of loo factor for wind is 1.33. 5) Truss reactions and connections shown are based on ASC 7 -05 MWFRS. 6) Application of toe -nails per NOS-2005. Co neplor plates *elan be opplled on both laces of Truss al each joint. Center the plates: uSp is indicated re � No loose edam assume r4 in ybearing a each end. unless only 0lherriae. culling and fabricator equipment which produces snug — fitting joints and plate bar mess othe or oted, plates. Unless otharwlsa rated. moisture content at Washer moat not far exceed p1 laird of One ail � soma �a treatments. This use with Ifre; retardant Specification design was predated in accarda,lce,wnh National Design Sp for Wood Construction" (APPA). "Notional Design Standard for Metal Plots Connected Wood Truss Construction" (ANSI/T'PI 1). and HUD Design Criteria for Trueegd Rafters. R 1.... aesPrvrve r _ .. cnnN rn nRC1t/TECTIJnAI. PLANS/SPECS Alat RA9WCA70R9 TRUeH PLACEMENT DIAGRAM- 6904 Parke Eas. Blvd. Tampa, Fl 3361 Phone: 813 -972J -1135 Robbing Eng. Co. bears no mamma :Oily for erecllon of trusses. field bracing or permanent truss bracing. Refer to SCSI 1 published y Truss Plate Institute. 215 North Lee Street, 5uhe 312. 22314. Pereot1 erecting prope trusses ��gl dprlvent seal* and advice ere". Can, should •dar,dnoh,q•. Care should d Token to prevent damage during fabrication. storage. shipping and emotion. Tap and bottom or chards 'should be adequately braced in the absence allots la neeerlrgid • csgirg, respecnveIp. R is the responsibility of or s la the actual 111 the design toads utilised In this drawing dead toads imposed by the structure and live loads imposed by the local building code or historical climatic records. FURNISH A COPY OP THIS 05516N TO ERECTION CONTRACTOR. _ t 11. OP THE aUiwwl6 DE816NER 70 REVIOW THIS TRUSS DESIGN E VERIFY THAT TC Live 20.0 -30.0 TC Dead 7 -15.0 BC Live 0.0 BC Dead 10.0 TOTAL 37 -55 psf psf psf psf psf DUR. FAC: 1.25 -1.33 SPACING:24.0" Designed By: MG Checked 8y: MS Rev. Date: • 5/28, Dwg. No: Corner Connecth 052808 OCTOBER 1, 2006 MiTek Industries, Inc. . TRUSSED VALLEY SET DETAIL ST- VALLEY HIGH Wtt'4D2 MGTaklndushiaa,Chastarfiald, MO Page 1 cf 1 GABLE END, COMMON TRUSS OR GIRDER TRUSS GENERAL SPECIFICATIONS 1. NAIL SIZE =3'X0.131 ° =10d 2. WOOD SCREW = 3° WS3 USP OR EQUtUVANT 3. INSTALL SHENTHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A 5.B INDIVIDUAL RESIGN DRAWINGS. 6. NAILING DOME PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48° O.C. BASE TRUSSES GABLE END, COMMON TRUSS OR GIRDER TRUSS SECURE VALLEY TRUSS W/ ONE ROW OF 1Dd NAILS 6° O.C. ATTACH 2t4 CONTINUOUS 1402 SYP TO THE ROOF W( TWO USP WS3 (114' X4.5') WOOD SCREWS INTO EACH BASE TRUSS. PILOT HOLES SHALL BE DRILLED FOR THE INSTALLATION OF ALL WOOD SCREWS. THE DIAMETER OF THE HOLES SHALL CONFORM TO NDS -2001 SEC.11.1.4. WIND DESIGN PER ASCE 7-98, ASCE 7.02, ASCE 7-05 MAXIMUM WIND SPEED =146 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.33 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINfMUM REDUCED DEAD LOAD OF 8 PSF ON THE TRUSSES Materials: See chart Finish: G9O gialvaniztng Op arks: - See— Rpesiaity Qpiiens --- Chart. –Roux rNFul sues available. . THD2B, THD2B, THD26 -2, THD2B -2, & THD210 -2 are available in Tripie tZnc. To order, add 1Z to stock number, as In THit2B -' Z THD hangers'with widths greater than 3" can have one flange inverted with no load reduction. Specify right (R) or left (L). Codes: SBCC1, BOCA– NER 478, FLB15, LA. City RR 25233, DSA PA-076 =Typical THD2I0 installation • Ail Tress Std • [15p Stook No. R85.14o. D5nenstons • Fastener8ehoW Steal Gauge W' 2 %B -5 I 11-ID26 286.10 (2)288 -B (2)2x8.10 THD2B THD262 j 15 1 1-618 I 61116 16 ( 1.516 7 3 I 1-715 I (18) 164 (12) 104 z 1 -112 3 THD262 HHUS26.2 i 14 3-7116 HHUS26.2 14 3-7116 5.38 3 7.1/8 3 1.118 2 . 1. (16) 164 (28) 164 Allowable Loads (Lbbs.) DF -4..1 BP Floor I Roof (15)104 5 1.112 (12) 154 . (2)22113- 12 THD2102 HHUS21D2 14 3-7116 9.115 3 2 4813 -B . . J71.1140 • HI1US46 14.. 3-518 5.51113 i) Up101. loads have bean bureaaad 33 -1/3% or 50 % tor wind ar slink loads; no iota Increase shall be panrdthd. 1 - 1 / 2 3) Whom pant elion h 1.50ricr i6d nabs r .3.. (36) 184 (16) 184 (20) 104 ..112) 164 • 106% 116'1, 1125% l 133% t 168% 2485 1 2865 3050 1181D 2170 3865 1 3855 2520 i 2905 3055 3020 4610 i 4800 6320 6120 I BM 2523 290D 13055 2330 1880 2485 2451 3145 1 3776 188DIME Materials: 12 gauge Finish: G9O galvanizing Options: See Specialty Options Chart. Code: SI3G0I, SODA– NER 6DB, IDBO 2039, FL821 Patents: x5,217,317 installation: t Use all specile.d fasteners. See Product Notes, page 16. Joist nails must be driven in at a 3O° to 45° angle through the joist or truss Into the header to achieve listed bads. Standard length double shear" nails must be used to achieve listed load values. ��l T, i5T1I�l �cirnn3' ur-ti�i��bnr�7�ppficaiinns��e�il Drive Joist nafslnto header sL 0' t0 45' to soh1ovs Ostad loads, 2 lie THDH L'1lP�ppTn��'Lmxs Typical THDH pical THDH25 -2 Installation Joist/ u5P. , Stoat Na s. , �, • -. •, •Tomato -_ • • No. 0mensions • Fasteoer sttsaduls?? 1 -. .: . Rlibwable L>rdds (Ltisa • • . VY H n • . Hsedar . Tnrss • D-rd1SP = s-F-F" • Floor Roof UM' Fiool Roof uplift' 155%, 11E% 135% 133% 188% inn° 115% 12'-% 133% 155% 216 -6 11801$6 HGUS25 1-516 7115 5 (20) 16d (8)164 3550 4455 4856 2340 2540 3340 3640 4175 2225 2525 288.10 THOME MUSE 1 -513 7.8115 5 (36)184 (12)16d 50.511 6715 1515 4230 4370 4715 4840 6015 3510 3763 - 2(.10.12 THIMID -- I 1.513 5-3110 5 �48ji8d 1 184 (Bj 7545 7380 7630 5400 54u� 5223 5730 4570 (75 r212z6.B• .. 101302&2 ' 1 2'. 1 B47 1131. 6.381: 4 (20) 184 BO 1W 3688 4465 4715 2235 2'36 3540 3840 :4150 11533 1535 (2) 2 86.10 : 7HDF 6-_ HGtr",,6 2.:1 ; 3d116T ..7. -118 4 ,(36).1�.: (. (10)16d „ 6465 7435 8025 2666 2665 570 : 6414 ' �0• k; 2305 (2)2z1D -12 i•DI$10.2 .HGIlS2111.2•••• '41701 tj;'UBr. 4:. iiliVi5d : • (12)484. 1170 MD •8280 3480 341n1 f . ,A11,3:7405,:' .3020 30 0 (3)216•B 4in 11-611-66-3 MUSS -6- • 5--1j8 5 -7/16: 4 (20) 164— ''(p)1541 3538 4468 47115 V.35 I 2225 3941)-.9349 -4113 • •1835 1$35 (314,B THMO-3 HGUS28 3 § -118 7.3118 4 I. (33) Ad • •(100)1Bd i 6465 7435 6025 2665 2685 .6571• .,fil 0 8940 -rp05 2 (3128'10'+11. 17HDH210-3 HSU02113-3• 5-1/3 1 -3116 1 4 I (461184 (181164 1.11045 0053 9005. 45M 4055 7445) 6525:1.8525•, 3250 3050 bade lean btaaesad 33 -113% or 611°; Brisket re st loadw no rodherinemssm shall ba permitted. Ja)slnds tared fobs toe nailed eta 30' l0 45' mob to fame e0owalsk Iteck 9 • .AS M tUiUAS ut LA LPIS I ALL.ACLON DE LOS TRUSSES 3 1) Install ground bracing. 2) Set fast truss and attach securely to ground bradng; 3) Set nest 4 trusses with short member temporary lateral restraint (see below). 4) Install trop chord diagonal bracing (see below), 5) molar web member plant diagonal bracing to stabilize the first five trusses (see below). 6) Install bpecom chord temporary lateral restraint end diagonal tracing (see below). 7) Repeat process on groups of foie trusses until ail tosses are set 1) irsfele los arriostres de terra. 2) Insole el primer's fuss y ate seguramente td arriostre de Berra. 3) Instate Ios prdrlmos aratm bttrses mn nestricdSn lateral temporal de mlenttro surto luau rabajn). 4) Instate el arrlratre diagonal de la cuerde superior (vea abjo). 5) Estate ani sire dimmed pare Ifs pianos de los mlenbri reminded= pars astable ins primems dncs hums Ives abajn). 6) instate le ristrIccidn lateral temporal y arrfastre diagonal per b aterde Inferior (veer ebajo).) Reams este an.; ode- mmtuvta - hasta-yue- tndnstns basses stn lnsbladns. hRefer to TIM Information. Veer el rrswnen CST -B2 . Instelad6n de Trusses vArtiostre Temp( pans mayor ktfsrrnaddn. ESTRAINT7BRACIN0 FOR ALL PLANES OFTRLISSES L RE5TRICCICN /ARRIDSTRE EN TDDDS PLAN DS DE TRUSSES. 6 Thls restraint & braying method Is irr an bases except 3x2 and 4x2 parapet chord trusses. Este rnetodo de resbiccidn y artbstre as pars tads this esompts hisses de 'merits paralelas 3x2 y 4x2. ) TDP CHORD — CUERDA SUPERIOR ; ill uc• 7r ;a - Is 4 1.1r_ cq,.I -u_.r -• ; ui /:r-.u.. • Truss Span Longftud de 'Demo Lip ta 30' Hasta 30 pies 30' In 45' 30 e•45 plea 45 in 60' 45e50ples 6t7 is BD'* 50 a BO pls.* Top Chord Temporary Lateral Restraint (MIX) Spacing Especfamfento del Arriostre Temporal de In Cluerda Superior 10' o.c. max. 10 pies mtix r D.C. max. B pies thcIrr o 6' D.C. max. 6 pies mid= 4' n.c. max. 4 pies mdsdmn *Gamut a Professional Engineer fffi truss ionger than 50'. 'Cnnsutte a en ingerdero pare tosses de ems de 00 pies See E62 for TCTLR options. Vez el Icsul pere les opdrales de TCTUL LA it RESTRICQaN Y EL ARRIDSZR.E PARA TRUSSES DE O.3ER.DAS PAP.ALELA5 3C2 Y 4X2 Refer to JIMEIL go raring 51 ry sipat 10 or 15.•_t___3_----__, sal 8 .'.IRry & Per - 1 ��` �' .very 15 truss spate i fax �.�. �� m � `�� more Info natbn, zs — _1 am, -„��j .��- Vea el serum= is `4h * . 1!11 0,..- fiL51 _ Rstrir. Apply Magwel Brace lo '�-s� > ,, .. '" °.E'I 1It,► ►1 din v ver9cd tabs al era d maser and el be Restrelnte de boalbns lapped al fast two trusses Tamui-- d. ,arrtaag. bitch re tf s p fiord Temporary Lateral Rest& spacing sled 1th o.c, max. for 12 d and 15 et for 4x2 dtw INSTALLING ['7ri Tolerances for Cot-of-Plane. LI Tolerendas pars Fuara -de- Piano. Max. Row Mar. • - Length --�- Mae line INSTALACICN N Refer to ESLii Girt � �Qi ��► �� BastralrittaciagASIgErit End Franz z 1S tt '& web Meit_nrr for Gable L sh.. 1 � ■ . >' rat fnfimaBtm Para rstricdiatn/ on son � -� `: 4 .1 A ; arrldetre/ ' . t3 - ptra arttuffirxn de bestial vea el resumetf 51-83 Permit a l erit f+5 nit» Car, mdadi a ) WEE MEMBER PLANE — PLANO DE LOS MIEMSR05 SECUNDARIOS Tolerances for L� u Dut-of -Plumb. Tolerandas CONSTRUCTION LOADING — CARGA DE C'GGNSTRUCCION Do not pttxeed with construction until an lateral resbalrit and bradng is securely and pricosiy h place. Ho probe can le mne n hasty que betas las restric- ones der m rLnL rs esten mkeedos elf forma /C1 Do not exceed mundmurn C heights. Refer to j lY for more Infomfadon. No mosee bs mashes auras recorne dadas. Veer d resumed litZIEB6SargutstzgaThata porz gyp. y nnedda I�f Repezt d(agorel U braces kr each set of 4 trusses. Rs& los arrlsutres dlagorr&ls pars =Be grupo de 4 b1i Ground bracing not shown for clarity. ATERAL RESTRAINT '. DIAGONAL BRACING IRE VERY IMPORTANT LA R.ESTRICCION ATERAL Y EL tRRJOS—i RE •(IAGDNAL .;DNi ' MPDRTANTESI Web Membss 10' -15 max. Same spacing as bottom chord Lateral Restraint ) SDTTDM CHORD — CUERDA INFERIOR Bottom Chords Diagonal Bra every .D bleu spaces (am` max) Some chord and web members not shown for clarity. Do not overload small groups or single trusses. No sobreargue, pequefior grupo o tows individuates. Never sit material; near a peak. Nunes amonmrm he= terra del picf>. Place foams over as Merry reins as possible. Wog= las terges sabre tentE s b-usses Deno sea pfsib, 1 _R ► , V Position toads over bad hearing walls �► • Cobque las r sobre las parades sopnrtants. ALTERATIONS — ALTERAQONES efl Refer to glikasummELImulacia Jabs1e Mnmtzi., • Veer el mailman. o , tTana., RI Do not ark e or drN arty structural member of a buss unless spear* permitted by the Trigs Design Drawttg. No Cart, alert s pariore Nngim miembro estructuret de bs. _. . del disefto as � P�►Bdo en el dibujo Utiss dig a dm drit Truss that have been Overiced& during contrudtbn or altered without the Tr= I anufechrE prior approval may render the Truss Marwfac is Bugled warranty null and void. Trusses qua w. ten mbrecargedo durarrte le musts y n hen didn alteradss sin tae eutorixsc prevle del Fabrics-it de ihmses, p,redgy reduce o epminer la mantis del Fabrf®nte de Theme NOTE Tae Inns rarwFaIIatr aid Tom' DIT:iginff tit on the preaoepho hat to pr mh nth alt b msdarmte to wart tier have ► end m der CM Vat j r 9a ewe, nto lr •pp s t or =Wham In rec .R thawed from . rmmem* and Pronah r rh Trace rums tar hma�,n. m,d . r tar s+ad goner i Inched was tots drip , uwodechat and �'� busses , due ne baled woad 6u �Balivt d {mil only u a GLOOM rm- tS be a gsm@Sd Bakke! palgnar flu *the dent have Involved, h be Firma ' ha War% reab, � besot t prosthe um • .a de�mn the Contras= 1 avoreody as Door; reeds rod to the b,rthroe � born ho use apothem, or name her � 6dz harsh. �' �. -vssas are not marked in any way to iciehtmy he frequenty )r location of temporary lateral stralnt and daps! bracing. Fellow the Cendations for handling, restraining and t gerusses. then. to ?t Ca thie tD nand that ra fns 611:0511tP-Ernattatalartlap= for more ietaffed information. Ines Design Drawings may sin of permanent restraint c for Individual trams members. Refer to he 9[51 -63 m,marY t - permanent Re6fiaintltiradno r MR b een k is s f tdtLt of 1 Duds & Web Mani for mote Information. All other permanent Mating design Is the respanslbifty of the Building Design us mimes no most nr�ees a ntneon mono nue id Pique iremenda)bcabacitadermi icrianlateral y entostre diagonal xrales. Use Is recomandad de wan*, insistaddn, restrkden y aril re temporal de los tons. Vea eI Kato L SI Guda Bueara pr'a� oars el Hameln. Iteladdn. a strhrrk. v hn irsbm der I u Iasi a de Madera a ecisies rm. de Mdal Para tniermadi n Isis detakada. Los rDt de disarm de IDS b esesplatenespedfrarlas. draws de rest�s'inlafeal pairarretrte o raisin en be mlernbros bdtvlduales del buss. Veer b bola tens=er JESI -83 - RestrkdrSnlArriosbe Perma{rante de, hire pare b u,na 8 redo de be &refs de splits permanents son la resporisabliided del Mefiador del rte.. The m �m ence of groper handling, erad F� ing, Instilling, restraining and bradng tin result In a coileps of the structure., or worse, serious personal y or death. El resultedo de un menejo, lavarrtarrdst; insteledon, resirimdn y anisotre Inmrred puede • see la cards de be estrudirra o afar peon; Midis o muertas. as Banding and thus plates have sharp edges. Wear gloves when handling and safely glace when cutting banding. �laq� y pleas e =Slide= bards afIados. Use guantes y lentos pml�ores wands • torte los empagres. HANDLING -- MANEJO Avoid lateral bending. — Evfte la Deem lateral The contras la responsible for properly recelvbrg, unloading eras sorting the trusses at the jobt eonitatsia tiena la respnrrsabf<dad de nedblr, dagger y abrmr�Tar adecrada- mentelas truss en la are. If teases are to be stored hartiontliy, place binding of sufildent height bsmeeth the stick of Isms at B' to SD' on For trusses stored for more than are wed, mom" bundles to prevent moisture gain tart allow Inr�ventlation, - -. Refer lo lit 1 Guide to Good Predite for Han rstetRno. Restratrdrm & Bradrro of Metal Plain Conn ct d WoodTnssas Par mare detailed b der motion paining m hendibig and jobsite enrage of trusses. I loss Puss ern guarded tuizorr talirrertt> , pahge btoqueando de eture ar6deante tetras de le pile de los ertrsses. Para trusts guardados por ink de uric semane, cobra los pequetes pare prevent- eumento de humeded per pcimi!te vent!: - Iadr r . . veer el toilets $tat Grate de Buena t>rbrtice Warning( Don't overfeed the cram lAdvertendal iNo sobrecarga le gruel Never use banding alone to lift a bundle. Do not lift a group of individually tended bundles., Nunn use Saito loss empaques pare levantsr un paquete. No levante un gn o de empequas Indis+iduales A single lift point maybe used for bundles with lasses up to 45: Two lift points may be used fns bundles with truss to 6D: Um et least 3 Et • olnts for bundles with tru=ss grader then Dit. Puede tsar un solo Lugar de levaritar pare paquefies de trusses !rests 45 pies. Puede user dos punts de 1evarisr pars paqueSs Ids de 60 ply Use pot In manor ties pu toS de levantar• Para pupates ads de 6D plc. INSTALLATIDN OF SINGLE TRUSSES BY HAND INSTALACIUN PORLA,MANO DE TRUSSES INDMDUALES • Trusses 2D - less, • ` • or , sup .,post et peak.— Levente del pia) los trusses de 2D pies o Vdarningl Do not bads supporting . lAdvertandel No sobrerstrgua le estruq epoyade am el pequete de trusses. Place buss bundles In stable position. Puse paquetes de busses en une pro b Use special care in windy weather or near power lines and airports. Spreader bar for truss LttIiice eaidado spaded en des ventinsrg n rpm de cables elicticos o de aeropuertns. menus. T r u s s e s up to 2D' - - Tntses hasty 2D pies Ties 311' or less, support et quarter paints. i evente de its charms de trerno los harms de 3D pies o memos. DISTING DF SINGLE TRUSSES — LEVANTAMIENTD DE TRUSSES I1 DMDU n. Hold etch truss In position with the erection ion equipment until top chord temporary lateral restr LJ is instilled and the buss Is fastened to the bearing points.. Sosterige cede truss en post lin•mn equip) de grim heats qua la restrlrafdn lateral temporal r mania superior esti Insteado y el tugs esti asegurado en Its =morns. Use proper dg- Use equ►pa aprrrplado ging and hoisting pare leventer e equipment - improviart Warning! Using it single plck -point at the peak can damage the thus. . iAdveriPSrda! 8 use de un solo Myer pare le-vernier an el pits puede hama• dem al tress. • HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECDMEHDACIDNES PARA LEVANTA.R TRUSSES INDIVIDUALE5 Tapan �"R1SarTa` 2r3 rasa langr■ >o� TmuESes up To s)' liwases xasrk W P'ffi f--) Du notstore +•?� unbraesi bundles ht No abutment vertItslment a lug trusses melts. Ds not store on uneven ground. No elnacene en Herre.desiguat r4 TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIO.STRE TEMPORAL 0 Refer tD 3t-a2 aims v S E• -Truss Irxstallatfon & Teaniotjrary ResiiatrRtaradnv inn more Information. Vas resumen BGST 52 - Restr1mfon! Arrio stye Ternoorel v 1r saTiad6dn de los lIttEieS pare mils informadoT. Lorain: ground braces for firstt-us directly in Drs with all rows of tap chord temporary let eral restraint (see table in the next column). Coloque los artistes de berry part el primer truss diredsmente eat lute con cede une de las files de nstricciesn bterai temporal de le march superior (veer le table en le maxima mturnns). v� n 4 {Ti !• Do rust walk on tmbraod EVIEWED & APPROVED FOR COMPLIANCE WITH THE DESIGN CONCEPT ONLY. 0 SEE NOTES IN DRAWINGS Checking is only for conformance with the design �REVISB & RESiJBi� compliance with the informatin given in the Structural rawiings project Contractor is responsible for dimensions to be confirmed and correlated and the job site. for means and methods of construction: for information that pertains solely to fabrication processes, and coordination of all trades. Any conflict found in the Contract Documents during the preparation of these Shop Drawings must be brought to the attention of the Any deviation from the contract Documents or proposed substitution) must be clearly noted and highlighted in these Shop Drawings in order to of receive specific consideration. Any such item not clearly noted is to be considered rejects By: u --�_ bate: i 1 Arbab Engineering, Inc. REVIEWED & APPROVED FOR COMPLIANCE WIT!! TI CONCEPT ONLY. tSEENOTES IN DRAWINGS ChcckinC�. ik com f!i, ,,...• Contr..(, the j(. .1 p1r! !!hte t 1. h Ill,, ..,t'1 .1 It of k lyd. Winn! must CCll'e Ufl'll Is to be U asldcred Date: Arbab Engineering, Inc. AUG C 2010 � avo APPENDIX 130 Mane Mush 1. Foul FLOM* WOW EFFICIDICY WOE FORINALDNII CONSTNICTIOR MOM 11 AU. ZOOMS rm'ee UMW IIdlStio6tri MN: NeNeedelsOnkAatdmida 1Stl41ittefleridr AddesCals Men wets demededed slue etMN11019lot sImIessa menIpmeinly mea *Thee Mese art= tebegtAset ioeslaa NORM 84444644t46411011 W PRAM ae+s meAl a .saeal4erUeatlgeysteoeeidareSse IseteRs. me fm1411041 seeponenis d neededned bones nelemaisektedtmlensTo wog 4WOO MI ens acme. eafleoe d mre le 11114Mediep ale* sisietent metheneds neseadzei a►IMS*Medaise Arm If a epee= WAmie 11 , WO • nee llt ip1.48etRe . sole. PRD,Ei.THAI S 1114DADOR /!I tem somegmee homy maim *nit►ererymevpetlde aemee4s rem ethic_ dsst91111110111 OsugeaS in eeslsdlefene tai Diorn tsdidoddaeesbenoae pfleseelate1Mlee®a s tfo Sides eyOM* Mem side 'Tott enesoe'e9tem10late iIdadte iefloabd.AO'b fie t 'meseatdbe*pldees more elkifft iaeIntimtar& 3.Centom wee 1 sue es seam ltasfloP' seems ra aee. einse lAbliesee Faeliner. 1 11112 as Meagerness toie Me►M4ele6eloepy myseffe kens. LAW. stead eefllle`i' OdN aea tee sisamfet use wen ot yam 1.thenwwarq : nein she des and 00001ien, 1. Rem constfuelkm►oaes mdsfing banana 2. d dsr mtelMiedendly eeteektel 3 O iy- tes.doldls mimed SyIbis atibmtstion 4. is Mess woad emet (ysedMeo) S. Cenetenod floor ass (ei6RJ 6. Glass type mid arms a Whew 6.SHGCC Olass tem 2 ftereealege Widnes in Haar sees 11. Fiver am sr itstimoflr. She headndent b �n+>6 a. Weed. comma Walla) 4. Commas aiseelk- ) eR C+oaaste, common Wedge) 0. type, amen and initeladten a. >atboadaN 1. Mummy f ,on Rend** 2. Wood Anne (lf niee3 -elan) k Agnew& 1. Messy ensideden R- velae) 2. Weed Dome _____ m) 11)G CeNnyypo, maand Usdereses Dmeledoe evamp • ktR- eater) 11. Alp NM MeultMen, tats usi amt Eepon nonlend textin esocedidonee spice M. Coifing system /3*1 l F• m. .>1s.TR 46. go bp., loom orrtAC, ease) 14. Prograintetable thermos** Imitelted ea+tOWr 15. Rate at r system Mist eke. OWL pt. LP-gas. so* senor, dal. bee pump. elhat sae) Db. • • f11S iie■ 14 Z oCa % 944. No �i Qr .,,,,.�.l.Z 1rs.S)pac tfatP: 1 bogy aa pMaeeepreevl oniniforasetic444.0414is aenntaifb 4im eepa sold 44414alieoaatemito ►emeasatalao dairies tefloniaDew ate..ands.aas aaameandhr.eeiaao.ietimpend numerous 1) tittaaoeflilyd,ES. aelrrt: ailka oeoa lkeQle01164D'tat� teIBCalltdilCMt riffreseelnt 201/7 FLORIDA IIIMBING at ARPifi t 13-b * 111111E161 attragta is.tbae1* anaeewasae MRS alle Res R) Invegordhat ne t wa►yt_ ; e ~on. Cabo Le0eNNee3d1l ° lb Cher ancesitore. 4(400 al3t Mahe* 0 �ee teCe Mats rote Sp optliFQ,sdt Ositerft 4aoMSdiSrasuq,k tee* E =ELIO a ar Mara* Wefts te Unaorsditrom4 spa? Conamad spot tam NERNAtnur ABO,wtal axidonmUematORR mom= !ti iaDOonNe� A�2 Air Nil MOM Coadditned spa* r►'r► It cm* c iNr►eaet WaM,r, Ramegatiammd i eeorgy* nook a isampad topat,r Tint MONO t �aeesemanraertisoaaaew Y (1 i dA itwtse " 111" 1"11 1"1"- daeaAOtaeapp6catKS pleotetaoeMree .�y17PE16 as ,tW tie t . •�t►1�scoaa sit (241MatIoNs soften qiiatiIyaw atltand tenestallem rotas mett annetyvalis bathde mocknum Itn*d the nuodmsra SKIM t fiat GOCO faMA)aiete a1qn + 6O anme t*ao�er =MOOWae laraUSeithe Seraa Itahodl�aadttoss tf� 1.Ad- Moase899t taetP ,rtenney bee math= elsmt3i►O110ps eel. Nnovilknewibt *slow mesa 2tatas,tta+gvdesekw ate dam Netalend beer Ow 11 *et 6an11*o onesttw o thdatilleft ordanDiaimeataug4 aq ie**9a411***r ss1011/* paned weserum aunt be InikixeNef 8 kat WA of ete114 Minim qal!> tldtIliclaftestOtalw>A'kinst.*6 it t ortitessilte. ths X11. Mak klaMes she be budded eesms isae gSted ra es Mans es Mentaire losuistko imam Sob mews meYtac rte Nation Nueata's ban* ehertaute a sikeigelytagened leONIMkWe keens* . MR" aktse'steMbIdrage iniainnuaffe OW- (etoete3•vtbme). fill OW NMI Oft 118th, milimonsEf-01,-43.11111111* Wow). (1)Forill condom wits eeidso lMi tvrxSae > tilMOat lletug%spaaq* WI wafts leassan 3{11911 EOM" Tablet 7.118 Of The Flan BaleiroCad4 8a gor TWi1111W L32AdlheH I Why Oft &Wa t (3) for wen& amens tlneraaa diAla RON For lasstaork troAlooy um% sows t imil 004, and onitrals copatities rewsthea 3s"q,M slib%33- 1101:A822/1ofMOWN 6tdi ils et Tab tntw.4a.21ad1he Ralik edify Calk ReVearit A SasandsirImam shall Witty fa codaamistaos atedviWs Clio 1Mika*toOs Iminiunistf Mitres. tesitese*eteramean Was ut toeaoasme maw Mao acAe wit Mown totad Miranaa, 42s1113a(a11) to. 'salaam at disamiblestio. tatatiffosls lsithis ttenddw.EiteastNo or espleamealducb Mad Woo etds6roeir Wan es pan a/ sa MUM Of Illataibit. Sith owls a d telier belystiladlo ttsoneMad neeffamul seate. 1 CD e teesa erettaamdtea to do sot app∎rbsddi s, and Otiahp�sppw spews times 13.124 0111 MAIMbill MIMING CODIS-81MAING. MilL ABEOTT ENERGY CALLS 4929N ONE WOW. FTiJb 1@.M0H1R:164.17.4903 Aft BCERIKR Oda 7$00 Pro ecf Information 9700 NE 12TH AVE INAIU MORES. Not 1ST FLOOR oNLy NEW AC (ALIT Desi n Inforniation lflantinb Design CondI'tcrm Offside db 50 Malan TO an illy later 3M41 Stun a_: o 0 efts Deeign he load 33501 likidi intftbation Method Cossuctbn quaky Averagp Area RI Hera Cue164 V 20001 A�' 0.63 a63 Equiv A �cn) 285 2!A Melding EqUipmed Surmniuy Make THANE Trade 4 TEE3FEMA1fm Efautpit 1.0 ARE 11111 It amp 18100 elm factor 0.054 cbn Actual Spaoet .kd AP. FL.us Simmer Design ComiElens Medea lb 75 9F be*Ie rib Design Daly TD 75 16 U Retalvelarnaideny Moieties Menem glib 50 Cooling Eqtlipment Lead Sizing S 43637 Eituh ash Des* teriverstwe swing 3.0 riteaTold lita sent equip. toad 43537 t Latent Cooling Equipment Load Siting • waved sane Total equip. load Ts bad Req. total capes et075 Ow 2000 Milb T 106X8 Ruh 54143 ter 4.81 cool ng &Fitment Stnmary Trade ?RARE 4-TrAMBOA1000A Effthatcy Wad Tom Actualc= fan Caning *low f LOW Flo bout ratio 16.0 SEER 42760 et* 1 57000 Ruh fie din 1041 ctrailltuh 80 % ~aft wafts, ttarebeessormalir ~MO Printed anflfeci ACCA to mew mo of Maw .1 80MEd. L°1COM11 t NY Cols* ua 0011 °N Pap 1 "*C.f.43 Short Form EMI* House ON EL AIMTT ENERGY CALLS 492SN DOE tttur.FTL Rom 90147$490$ Ds$ WM SY: Project information For WEIMER 9700 PE 12TH AVE, MAUI SHOES. Design information Outside db (T) Intdde 0) en DiaidOn TD CF) CI* rtorP Inside InardAtd e ) Moisture oa 50 70 7755 20 15 1. - 58 Method ConstrucSancpeMy ficgdeepe Nt�[allat Sind Arertme tiEAflNG ECROPMaIT TRANS Try 4-IEENSSA1000A Mew' Icy Heathy OW 'fading Wpm Hie tenmeratwe dee Actual beadbig He &tit e8 �r St oe then late 1.0 ARE 34412 OM 34412 Ob.* 1817 U dm O054 cfmfikult COOLING ECUPNNINT Mete TRANS Trade 41-TTZ9880A101114 Effickaue 9 Wert totem Total cook* Acted eating fen C *Ow t r Lo$ waft heat ratio 18.0 SEE 42780 Stub 14250 Stub 57000 !Ruh 0.+m dm 80 Si ROOM NAM 150 bad Sigutd Cie to d lb AVF AVF 1ST FL. EMS 1ST FL AIX? Entire House Em*p. 1.00 RSM Wert coders 1477 511 1988 25398 8104 33501 0 31064 12473 435 1284 518 TOTALS 1988 43537 0 43537 10606 64143 1800 aussursWrsllrsriwrwrswlsarrrr as Pri ceitMad tgr ACCA to meet 88 namdmments of Maud .1815 Ed. MOS 4z; wrreghCscrift 9990109111924192012149 een CACOMCOM9,94NtNv0919029412944, C404• gels oa.rrts. -N Poo i RIght411 Worksheet adke House NMI. Anon ENERGY CAWS 4207113053 OW PT LADOWALE Plow 0544705003 Jaig POERNER paE 15310 1 Ikom 2 Ogand $ CMOs highl 4 Raw dmanoms 5 Romano 0onstradion number 1■0•8=m.weeleassar• eivogp0 %Woe MIMP-"F) Or aa•a•■ I (0•00*•ao•e•asa deal Cad Eras limo asso 5 fad a d 9.90 Igatioad 1477o sc 1.0 11 10118.0 OP win V or :rre. poto•nr a , aa Lad Cano WPM Mot . Cod ' Qom WOW H caw 334 3.118 433 3M 110 11227 433 314 110 1120 aa ISMA 03 0 1753 WM a 0 1753 2560 120 1142 a 3.34 0.20 20 2451 380 20 20 248 308 M 177 173 170 se in 173 25.40. MEd 122 51 ova NV 122 St 3900 $W 1200. 19d2 0 0- 0 0 a 0 0 0 2512 1.944 253 175 323 840 a a 0 0 SAO MVP 55 0 21110 SW 0 0 0 0 3.81 320 367 200 836 814 000 200 8311 814 25.40 NMI 90 0 1210 WO 60 11 WM 1593 izoo tom a o a 0 a II e 0 2.22 1.9* 170 122 271 237 0 0 0 0 2s40 nee a 0 711 400 0 a o o 12.00 We 20 20 240 300 0 0 0 0 334 320 483 380 MO 1100 488 3121 1280 1100 2540 MO 95 V MI 3424 854 27 1451 3814 42481- Ma a 8 8 0 a 0 0 1.04 134 0 0 0 0 ; 0 0 0 143 1107 0 0 a 0 0 a o a no 202 212 234 782 473 381 234 782 473 743 111.077 19 19 140 n la 140 218 094 25 t 198 122 44 un 107 015 307 91.15 0.10 ma as 1471 taa 638 0 1ST FL Vati IWO ft kosranto 12 a) irMalloo Vonnalon 13 dlontal Sing Lase Woad load taraor Roddredio. 14 MOON 13 Dardsola UM gum lood Pir suptited(dm) 4 24611 302011 IOW MT ow 3440 4112 25aV a a 0 3300 a rap 1500 1 1200 0 0 11 5 0 0 11 0. 0 04 04 307411 SW now gaiat 17% VW 4310 •11, 17% 201171 tan Val dielar 1000 am 1 25318 SUM 13115 1254 Pittaid contaed _ACCA num* Id of Waal Ida Ed. wrscal-moraorticoe=ftsdoezt364375014.3r 20104406 %VI Right-J13 Worksheet Entke faitEL MOM ENERGY CAWS 40OS Olfa$Mat FTLAIMUIALE. now 0094 1 2 a 4 5 Roam awe re40 doeleaeas 'woo t oa Joie BOERNER Odor 71ft0 OF 00.0 0 it* 011.0 X 1.0 haalleol 611.0 as Consiftesan awake Heats Or 11 Mace 114J00om •-- �e1.14319os�rr ace 1A.Irlcm 1t lorhicom 11 Ma me Maw ttt ane IWO 0.147 t.v0 0.000 0.107 1 0000 1� 1.270 0.WHO 1.270 0.000 0.107 1370 Um- 07 0t10r 00.02 1.366 • 1 .51 ii4ae•5••••s $O55a Hest 0.3 2640 1200 201 240 1100 12.00 ass 7.80 224 Zle 2730 Cod 8.1'6 +10.49 10.72 340 10,47 1.04 120 1.04 51.00 1400 000 0000 174 11.03'' 11 2,91 800 Atop Qom O a 200 as 0 170 00 a 0 0 0 0 0 0 511 WPM 0 0 0 0 0 175 0 0 0 0 121 0 00 0 0 0 0 0 0 511 as Coal Ann or pedmemer 0 904 2100 0 0 0 240 0 0 0 0 a 09 lel 0 0 0 0 0 0 940 0000 a 0 0 247 ass 360 0 0 0 0 0 0 0 1219 0 Itairefico Emeiepelonfoda 12 a) 038 0 19 14 16 Mood gems L4nsr tied Reesalatean OW bade . I 0 120 4 17% 0� 0 7 6* ialtlmo nSea easulata Ott 0 0 0 0 10605 1060 11478 510 Naiad cortilied AMA meet IS -. , : of Manual Jab Ed. nc+mo.�c ate •a4a aa''s 1015.0001 104 Hoe Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 147874 Permit Number: RC -7 -10 -1221 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project <NONE> Contractor: INVESCA DEVELOPMENT GROUP Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Phone: (954)445 -8675 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 17, 2011 For Inspections please call: (305)762 -4949 Page 1 of 46 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 147886 Permit Number: RC -7 -10 -1221 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: BOERNER, JEFF & NORA Job Address: 9700 NE 12 Avenue Miami Shores, FL 33138 -2544 Project: <NONE> Contractor: INVESCA DEVELOPMENT GROUP Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170010 Phone: (954)445 -8675 Building Department Comments DEMOLITION OATIO AND ENCLOSE INTO FAMILY ROOM ADD CABANA BATH AND REMOVE 1/2 BATH IN GARAGE EXTENTION OF NEW TRUSSES AND ROOF NEW WINDOWS AND DOORS Inspector Comments PassedG ey-i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 17, 2011 For Inspections please call: (305)762 -4949 Page 2 of 46 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163RD STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 August 9, 2011 Chief Building Inspector Miami Shore Village, Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Boerner Residence Alteration and Addition 9700 N. E. 12th Ave. Miami Shores, Florida 33181 Permit Number: 10 -1221 Dear Building Official: I, having performed and approved the required inspections of the reinforced masonry walls, hereby attest that to the best of my knowledge, belief and professional judgement, the structural and envelope components of the inspected items for the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built condition of the structural and envelope component of said inspected structure. This document is being prepared in accordance with the requirements of the Florida Building Code and must be submitted to the Miami Shore Village Building and Zoning Department in conjunction with the application for a certificate of (either Occupancy or Completion) for the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab, P.E. For Arbab Engineering, Inc. P.E. No. 35460 Special Inspector No. 0456 AA/aa C:JAA/ComplianceLetters/boerner ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163m STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940-30138 • FAX: (305) 940-3273 PROJECT NAME • Pe) (4-/e/Y. _I 4 REPORT NO. • CONTRACT NO. • DATE • 3/ 11( / TIME • 1E9- WEATHER FAIR CLOUDY RAIN GENERAL CONTRACTOR • REMARKS • .2 /e3 41+I9 5-1) k070 8)/ W� 6ffk /2/ t)jr 49i fiour/47. l8-147 IP d.b1/47,/ 4- I g' ACCEPTED REINSPEC11ON NECESSARY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163m STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940-3088 • FAX: (305) 940 -3273 PROJECT NAME • CONTRACT NO. • 19o�� mss. 11"Ale, X-11,1941a° REPORT NO. DATE '6//5/1/ TIME • i 4p WEATHER FAIR CLOUDY GENERAL CONTRACTOR• REMARKS RAIN A97/1,57S-‘ i/d1,"Glio.4✓w�' /49� '✓O /Polii/ aA,1/4,00./z41/44;‘ 64 114;r: m3y,::��ff 3 NCR f49 %9flId(5 4/ tOr 4,./044.746e 4r,/4 ;/6 op7L7, l a 7 Ve440 .4 /'l2 brw ( 4 7e ACCEPTED REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163') STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 3316Q • (305) 940 -3088 • FAX: (305) 940-3273 PROJECT NAME • `,/� 4e5' REPORT NO. • CONTRACT NO • q',O /jfte DATE 3/15/1/ TIME • /.7.-430 WEATHER GENERAL CONTRACTOR • REMARKS diC1 !' J"'00 371ir . FAIR CLOUDY RAIN 4effeedie WA. b/;)//44W 4,04 1-ffe /6171/r 14?"1 A0Z ACCEPTED if AO 3 - REINSP ECM ON NECESSARY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163 STRtt I, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 PROJECT NAME • 8 0,6K4/ 6e g 4• REPORT NO. : CONTRACT NO. • 1i 0,11 /L0J DATE 3/349/ /1 TIME • WEATHER GENERAL CONTRACTOR • REMARKS FAIR CLOUDY RAIN B,,>/ 6..,r�07V 140- 0/17.1/1 if.49' /newer "."47 e /27 zvozA(fi leg* //v2,1 ci4.4/ .,•/ cer.-6 cire- e / 4 lie ACCEPTED REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163RD S I HEE I, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 PROJECT NAME : CONTRACT NO. • DATE TIME • WEATHER FAIR CLOUDY VRAIN r-, ,ee-f• REPORT NO • 3/3// // GENERAL CONTRACTOR • REMARKS By %9dait ItAfr<WAArhW. /rowe ,497416 (ll��iy7 FAR /17/9/4,- f-446 7i; 1.-1-W 47- 19A),,/pe 4/17q, 71' kt-;--A6;0,9‹ REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163`) 51 HEET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 PROJECT NAME : �t�i•�9 Fit RAE-17/0E44 REPORT NO. • CONTRACT NO. : DATE 514/11 TIME • 2 f, e WEATHER FAIR . 0% CLOUDY RAIN GENERAL CONTRACTOR • REMARKS 0 e 5 E AV ToI 1 E, A l A 'AS U E-4 '' 1 en-1E ecizTAAre---roic. ibul - tslnt4 Q e tc._iAo- 04,46 AT TH "ors tiI1. 5ispoizA,L. issue's PV IZ D, scu s.te G4)1711- ILO )44, etc F1GA+- 3 •eqv -1AC, ort r14E 8o►L -I J 'J4 oJc Jetc►AceC a tak) Ali ot,r 711.6 7*#'i VL 1- .Q,0 Ct 7-)1g .wt)S /QE QF'T HoLsE cm) n14 4v/w 1 &/cfi ES To THE ev oRiw At $beS.s Ala L t vUe i 1.464g tie IA) 1%'bF dE► A) Fo i2.44E, ID / /A. or9itT rMAw Agov•E 't 1 4,4ov,+ft • FIvo '..fLA,'$s �}1E MaivE4TED 7105 41►,,,;,o %o 6. : vF-A1r►JET 'ivE osisCo,i Trild vt4.s `HE. dos/P /770w cF T1/s, M TA1- 4 T7 f 4 p ,A 7?+ l0.aoE'%v$5gs 7r14-441 A.4 4 CT 5 fuge >& 5 f ►-Ao s D REQt' Ne eo itR x_c l) © AA! p yEQ, ' e4& i o4 , $L alias t-'H) 4 + FF/AiAL. A *+cr'uf j 5p ThA1 t�� 0-4C . J ovi3rei'! r10A. roi4 '-u $ 77CDPS r✓Sfp To 71013 cler) .,, Podt, L.E v') E r! . ACCEPTED R©NSPECTION NECESSARY INSPECTED BY • Miami Shores Village Building Department 10050 NE. 2i Avenue. Miami Shares, Fi 3313S Tel: 305- 795.2204 * Fair 305- 7564'972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA. fUILDINO CODE [ (We) have been retained by (dameof owner/agent) Sc, E to perform Special Inspecto s t rvices under the Florida Building Code at the project (address) 700 N , Q. Tb Ave. ; Warm Shores. as of %j j b I' am a registered Architect or Prod Engineer licensed in the State of Florida. PERMIT NUMBER: 1 D — 1 ZZ I Special Inspector for Reinforced Unit Masonry, FBC 2122.4 O Special Inspector for Trusses over 35 Ft. Long or 6 Ft High, FBC 23 t9.17.2.4.2 )(Special Inspector for Steel Connections, FBC 2218.2 ,11 Special Inspector for Soil Compaction, FBC 1820.3.1 O Special Inspector for Precast Units & Attachments, FBC 1927.12.2 O Special Inspector for Pilings, FBC 1822.1.20 G Special Inspector for (41n- At) ,,tr�:,,�; NOTE: PIS mrk hozas Ibat only Er13 L (date). The following individuals(s) flayed by this firm or me are ant on zed to wawa inspections. 1. Ale; 114126A , f.e. 2. A1.. M oeo iil .. ak 3. 4. L (i e) undershot that aSpeciat t to gaoustbe displayed l s comrade* r by the i i� ing +� site kr must be byMni Shares. The l�di� sot he for Etna the speeki &wow hb day do Owiterara fri wise m yinspeettase�iiytha hapectimuliesforamd hp Fiedler. upon t W%uof the work ander each Building Pernft i tbdw Ward g hedge dui float inspection the winodated t on log fines and ase dstatemeat' to din kat dray know fi e, utz ledierand � t plait ofthepr xou aboveo aia O F a i t eam are le Date: 1 / 1 S /1) Eagiacur(Arcttdted Name r1i �,1 rMA A 0 P. E (Print) Address 33 E , 06 3 rJt4 # ?0 it. PI 04.4t 33P4 Phonel!1o. 305940— 30 Florida License No: to fio 0 0 Miami Shores Village Building Department 10050 N.S. 2" Avenue, Miami Shares, Pi 33138 305-795-22(14 'Pac 305-756-89 72 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF ninonnivr AS SPECIAL INSPECTOR UNBAR THE FLORIDA BUILDINC CODE (We) have been retained by (name of-owner/agen() Sc, ER34 Eft . to perform Special Irkervices under the Florida Building Code at the project (address) .217bo 14.e. ivb A vie. .NriamiShores.asof til 1,1 (dat# am a registered Architect or Professional Engineer licensed in the State of Floltda. PERMIT flUIVIDER: a ZZ( Id Special Inspector for Reinforced Unit Masonry, FBC 2122.4 13 Special Inspector for Trusses over 35 Ft. Long or 6 Ft High, FBC 2319.17.2.4.2 Special Inspector for Steel Connections, FBC 2218.2 >it Special Inspector for Soil Compaction, FBC 18203.1 0 Special Inspector for Precast Units & Attachments, FBC 1927.12.2 0 Special Inspector for Pilings, FBC 1822.1.20 0 Special Inspector for ALE)404520404140AggEre.411E r1 (STUktl-C-0444-774. -1 - rimihmst t ai The following individuals(s) outplayed by this firm or me are authorized to perforce inspections. L. Mei P.O. 2- suf v zeJet. 3. 4. 1. (we) mulerstsud drat a Spatial Inspector insperairm lag Ihr each budding must bs truphned in a cantlenientlacatien an thanked:kr wham= by auk Nand Shares Etutlerrag Depammtm bspintar. MI Inandatory inspections. as required by dre Markle Wilding Cada, must be performed by Miami Shares. This beding inspeeticess aunt beadied areUy hopecdans. ImpectIonsiarformed by ihe Spostial Inverarlthad b "the Ownerars hualotat the nundaary insPactionsiserfannen, fkithfing Thparksat %num, upon completion of the took got* each Dollen Permit I vdtt submit lathe Shares Minding Departmem la de that both= the find inspection aus completed inspendan log farm and *sealed steement Wrestling dun, to lb) best rimy knowledga, belief and prafessiandjudgamintbase pardon af project outlined shave wet ths intent *film Florida ButirlissCode mid am in substantial scandants with the sporran:1*ns. Signed and Sealed Date: Engineer/Architect Name 101 A 1,4SAIS (Print) Address 3a (D 3 WE- /6344177. TIP 70 )_ Atel ) 516 0 .p9444). —31466,870 Florida Lteense No: 5- • 4(, 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: ROOFING OWNER: Name Aegimple nTi holder): (Je / B6ey'na/ Phone #: Address: l® City: fi _ State: Zip: Tenant/Lessee Name: Phone #: 201' Permit No. /0 — /2 Z / Master Permit No. Email: JOB ADDRESS: gI00 Nt 121'L 4104.- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO 7` Flood Zone: CONTRACTOR: Company Name: I n d2SCO clog 1 f 2 & yo' Address: /O) 60 (,v , 1-4 $101 !' City: Qii vi e State: l%c- Qualifier Name: (115 (,ltv15018411 State Certification or Registration #: C(g, Cc I1S51 Certificate of Competency #: Contact Phone #: 0. (Me) b1 S, _ Email Address: DESIGNER: Architect/Engineer: Phone #: Phone #: q5Y-W 5475- Zip:s532y Phone #: *it titS—$'4 /S Value of Work for this Permit: $ 3OD Vd Square/Linear Footage of Work: Type of Work: °Addition °Alteration Description of Work: a.1{ Cdai My W l am/ 70I.40., UNew `KRepair/Replace °Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ �� _ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 4 ®i fry TOTAL FEE NOW DUE $ I*. 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of 6? , 201 ( ,by C* -s , am who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who c� ttaki ,�,n oath. NOTARY PUBLIC: NOTARY PUBL C: \\e`�`�l N / /��'' %� O Sign: Sign: % Q ‘ ¢ _ i%' ; c Print: Print: > �`S�c��' ��1 : ' Q My Commission Expires: My Commission Expires: ��' '//1/1/1/8// `� ® ®� ��.��, %ATE 1e`\•` nitttntttt APPROVED BY 4"-j6-":"X-77 Plans Examiner Zoning Mf--- /ilss (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Structural Review Clerk 9181 t■ --Icarax)-( 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. LiILDING ROOFING DEL 0 `a 21111 BY.................. ....o Permit No. Master Permit No. /27 - / 2 2 / OWNER: Name (Fee Simple Titleholder): Phone#: Address: .'7(70 /Up' / 714- City: /V/Petvv// r5Aav s State: F / —. Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: q 704 City: Miami Shores FoliolParcel #: /yr Pot- County: Miami Dade Tap: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR Company Name: MVe5CC( 46A/ �� 4 Phone# �`5 %yJ`�' 54-75- Address: /O5k0 , ' ij/ ■'fit State: -TG Zip: sln9,n1 �' Phone#: ‘". 77i7, J % CG /677557 Certificate of Competency #: ` Email Address: City: i1: e • Qualifier Name: , 5 State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Pe ctd $1'[J Square/Llnear Footage of Work: Type of Work: OAddltI i i= tlon ClNew CURepairlReplace Description of W r5 ** * * * * * * * * * * *** ** * **** * * *g a e**** *** ** *** ***** * * **** *** ******* **** n Per it Fee $� CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ No$ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r e R Bonding Company's Name (if applicable) Bonding Company's Address City State 4.p 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 a such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign own , .gent Contractor The foregoing instrument was acknowledged before me this / The foregoing instrument was w)}ed d bet me this day of, j , 20 l/ , by day of , 20 . by r `—'( [ t , who is natty known me or c who is personally known to me or w has prod cc • �r WORT i6R who • ,t an oath. as identification an o " {� • NO ` 1- COl1AMeri,or d # om a NOTARY PUBLIC: e\es�®� "a• • d ��''i: _ .r . Sign 11MaKF.. _ -' �� :/ )hs..:.. ' Print: v � Print: 10# My Commission Expires: My Commission Expires: \ Os a -. saG' /911�e0 :T �/ ***********¢**** Y************01 O# ** ******]* *********************** F*nl�I **** �Y ****i **** *************MM14M #Yl +� APPROVED BY /4 % ans Examiner Zoning Structural Review Clerk (Revised 07/10107)(Rev d 06/1(1t2009)(Revised 3/15RI9) MIAM COUNTY' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74th Avenue Miami, FL 33166 SCOPE: JAH i MIAMI -LADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County • d Cowl Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mf i s C unty and other areas where allowed by the Authority Having Jurisdiction (AHJ). : -. This NOA shall not be valid after the expiration date stated below. The Mi ngy Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade Coun esew the right to have this product or material tested for quality assurance purposes. If r r te- � fails to perform in the accepted manner,-the manufacturer will incur the expense o may immediately revoke, modify, or suspend the use of such product or material ` �1eu�sdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mi e my 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 "La Francais" Outswing Aluminum French Door w /Sidelites APPROVAL DOCUMENT: Drawing No. W97 -18, titled "Series `La Francais' Alum French Door w /Sidelites ", sheets 1 through 8 of 8, dated 08/05/97 with revision H dated 02/23/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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 # 05- 0426.03 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 Fitz A. Harris, P.E. f fd'Vey NOA No. 09 -0316.06 Expiration Date: July 22, 2011 Approval Date: May 6, 2009 Page 1 AWP, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W97 -18, Sheets 1 through 8 of 8, titled "Series `La Francais' Alum French Door w /Sidelites ", dated 08/05/97 with revision H dated 02/23/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French door w /sidelites, OXXO configuration, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 04 -1402, dated 09/17/04 signed and sealed by Ivonne Ghia, P.E. 2. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum outswing French entrance door w /sidelites prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL- 1659, dated June 18, 1997, reissued on 6/11 /98, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA #97- 0815.09) C. CALCULATIONS 1. Revised anchor calculations and structural analysis, prepared by Al- Farooq Corporation, dated 02/19/09, signed and sealed by Humayoun Farooq, P.E. 2. Anchor calculations and structural analysis, prepared by Al- Farooq Corporation, dated 12/20/04, signed and sealed by Humayoun Farooq, P.E. 3. Comparative Analysis and Anchor Calculations prepared by Al- Farooq Corporation, P.E dated 5 /31/01, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #97- 0815.09) Complies with ASTM E1300 -98 No 1/3 stress increase used in mullion or anchors into masonry and steel substrate. E -1 itz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316 -06 Expiration Date: July 22, 2011 Approval Date: May 6, 2009 AWP LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated February 25, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 19, 2009, signed by Dr. Humayoun Farooq, P.E. 3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC. G. OTHERS 1. Notice of Acceptance No. 05- 0426.03, issued to Yale Ogron Manufacturing Co., Inc. for their Series "La Francais" Aluminum Outswing French Door with Sidelites, approved on 08/18/05 and expiring on 07/22/2011. Fitz A. Harris, P.E. Product Control Examiner NOA No. 09 -0316.06 Expiration Date: July 22, 2011 Approval Date: May 6, 2009 E -2 H 144 1 /a' 6" MAX. TYP. TESTED FRAME WIDTH 12- MAX TYP EAD /SILL CORNERS / / /IIO / II it )y,/ -'I ~ - 4 0 n 11 0 \ I I \ii __ 1 \ I \ \ it h \ II \ II \ /+1 _— * - -- 1v // u O 11 / 1 / /" 3/16' EMP. �S= / 1 / / l 72' 12' AT HEAD /SILL 12 122`j (AJ 11 I I ) 3 1 - I 1 1 II � I I 1 D.L OPG. m7 1 ^I n ll.___ u -- - - /�i\ - - -2-11- '.rl II - 1/4' P. ii © u _ U F -- \ \ 3 ® III / it / _ - 'I / /;;O / II - -- 1/ f - -1— \ II /18ji7EMP. GLt6S ii \ 11 \ 11 / \ @ U` ®` \ \ \_ AID -1---/ II j}/ / 11 / 11 ri ■ 11_ _ IL G \O v II / 4 n // ii II __IMAY 1/] fV I 11 u u — SUF FAL: — \ / I I1 33' II 1 Ifyll 25 5/8' MAX. 1 II D.L. OPG. 37 5/8" D.L OPG. 35 5/8' MAX. LEAF WIDTH SERIES 'LA FRANCAIS' ALUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ACE APPLIED E MUNTINS BE USED TYPICAL ELEVATIONS 72' MAX 6" MAX. TYP. HEAD /SILL CORNERS 3' FRAME WIDTH 12' 3' SIDELITE GLAZING DETAIL DOOR OPG 35 5/8' MAX. LEAF WIDTH DOORSS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. Engr. DR. HUNATGUN FAROOO FLA. PE dN16557 CAN. 3538 MAR 0 4 2009 MONOLITHIC GLASS NON IMPACT PRODUCT REVISED as complying with the nadirs Dena% Code 4 0 - /6. 06 z m m 8' / gO c m oeio 4680 a5 9 j 0 g g ax x t o S 800 gS 8 CO u i.. 0 x 5 drawing no. W97 -18 sheet 1 of 8 ) / / __ \\ \ DO\ / / /IIO / II it )y,/ -'I ~ - 4 0 n 11 0 \ I I \ii __ 1 \ I \ \ it h \ II \ II \ /+1 _— * - -- 1v // u O 11 / 1 / /" 3/16' EMP. �S= / 1 / / l x 2 _ Y m 0 - O c — _ t 1 i t i 1 SIDELITE GLAZING DETAIL DOOR OPG 35 5/8' MAX. LEAF WIDTH DOORSS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. Engr. DR. HUNATGUN FAROOO FLA. PE dN16557 CAN. 3538 MAR 0 4 2009 MONOLITHIC GLASS NON IMPACT PRODUCT REVISED as complying with the nadirs Dena% Code 4 0 - /6. 06 z m m 8' / gO c m oeio 4680 a5 9 j 0 g g ax x t o S 800 gS 8 CO u i.. 0 x 5 drawing no. W97 -18 sheet 1 of 8 ) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR HEIGHT NOMINAL 000R WIDTH 3 /16° TEMP. GLASS FT. /IN. fT. /IN. EXT. ( +) INT. ( -) 6/8 2/6 (X) 5/0 (xx) 70.0 100.9 3/0 (X) 6/0 (xx) 70.0 84.0 70.0 7/0 2/6 (X) 5/0 (XX) 70.0 96.0 3/0 (X) 6/0 (00 70.0 80.0 B/8 8/0 2/8 (x) 5/0 (XX) 70.0 84.0 3/0 (X) 6/0 (xx) 70.0 70.0 3/0 (X) 2 LEAF WIDTH (x) OVERALL DOOR DIMENSIONS: NOMINAL WIDTH FRAME WIDTH NOMINAL HEIGHT FRAME HEIGHT 2/6 (x) 31 -1/2° 6/8 79 -3/4° 3/0 (x) 37 -1/2° 7/0 83 -3/4° 5/0 (9X) 60° 8/0 95 -3/4° 6/0 (x0) 72° 70.0 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. DOOR WIDTH FT. /IN. SIDELITE WIDTH INCHES 1/4° TEMP. GLASS EXT. ( +) INT. ( -) 0 / :i 30 70.0 100.9 \\ 2/6 (X) 36 70.0 100.9 70.0 94.7 5/0 (XX) 42 46 70.0 89.2 B/8 54 70.0 85.0 30 70.0 64.0 3/0 (X) 36 70.0 84.0 70.0 84.0 6/0 (XX) 42 48 70.0 83.3 54 70.0 79.6 30 70.0 96.0 2/6 (%) 36 70.0 91.6 70.0 85.2 5/0 (XX) 42 48 70.0 80.1 7/0 54 70.0 76.1 30 70.0 80.0 3/0 (X) 36 70.0 .80.0 70.0 79.2 6/0 (XX) 42 48 70.0 74.8 54 70.0 71.3 30 70.0 73.7 2/8 (X) 36 67.6 67.6 5/0 (XX) 42 82.8 62.8 8/0 48 58.9 58.9 30 67.6 67.8 3/0 (X) 36 62.5 62.5 6/0 (XX) 42 58.4 58.4 48 55.0 55.0 S1001.1T W. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 SIDEUTE W. DOOR W. ySIDELTTE W. 1 1Q 1- 1 /O 4 /%4 L.\\ I \\ #;\ / / 1 I Q \\ [ \ 0 / :i '!i DOOR W. (OX) © © 0 /O 4 /%4 L.\\ I \\ #;\ / / ( OXX ( XX0 ) U i w (0) DELITE W. DOOR W. SIDELTTE W. o / I 'Si / :i '!i I \\ (000) DOOR W. PRODUCT REVISED as annoying the Florida AcwF Building No b4-R9)6 .OZ Ciao - 2.2-2o// TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE a INTERCHANGEABLE RAIL NOSE DESIGNS WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITN' 1/4" DIA. ULTRACON BY 'ELCO' (FusA177 K51, Fy =155 Ks1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY /14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 °) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pam 3000 PSI PAIN. MASONRY Pm = 1500 PST MIN. = N SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. nqr. ON. HUMAYDUN FAROOO STRUCTURES FLA. PE 1 16557 C.A.N. 3538 v TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STATIONARY UNITS OPERABLE UNITS PRODUCTR,LV18tl9 pupas Code atooeptimee o MAR 0 4 2009 sheet FLUSH BOLT AT INACTIVE LEAF 1' D.L OPG. SIDELITE PANEL WIDTH EXTERIOR D.L. OPG. LEAF WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL 3 POINT LOCK MECHANISM INTERCHANGEABLE STILE DESIGNS TYPICAL ANCHORS SEE ELEV. FOR FACING g 1 1 1/4' MAX. SHIM SPACE 1/4" MAX. sr • WOOD BUCK 28Y WOOD CK OR CTURE 0 0 a U IY' 0 V EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING PROMO' REVISED camplying wiihthe Florida Building Code Na09- J .o Product Owerat MAR 0 4 2909 g$ Ei k drawing no. W97 -18 sheet 4 of 8 ) Ci SIDELITE HEAD /SILL /JAMB 1A ALT. SIDELITE HEAD /SILL /JAMB 1.500 L_ .110 1 2.125 1.365 .750 U ALT. DOOR HEAD 3.750 4.250 ®. TOP /BOT70M RAIL .078 3.750 1.750. -J ® ALT. TOP /BOTTOM RAIL OD GLAZING STOP ® ALT. GLAZING STOP p- -2.125 .110 4.000 1.3d. 65 .750 .078 1� t.500 bt ALT. DOOR JAMB 2.281 -y 1.568 .5735 i .070 4.156 L.-1.656 -J 0 SIDELITE JAMB 1.656 -W ALT. SIDELITE JAMB © HINGE STILE 4.157 .078 TYP. F� 4.248 ® ALT. HINGE STILE 1.812 HINGES ® WEATHERSTRIP ADAPTER .969 .121 .250 is PRESSURE PLATE FRAME SILL 1.834 4.862 Ir 2.128 8 III 1 .070 TYP. it Q LOCK STILE /KEEPER STILE 7A ALT. LOCK STILE /KEEPER STILE PRODUCT REVLSED as complying svfth the Florid Building Code lkvinem.zx•2oa Prodaa Cmtril iebn n Z Z0 Z Qt a y Q 4 ccp V �m�25 _Ic8g� EIE in t 02 8 a m a m V cc 1h �, drawing V 6 no. W97 -18 (sheet 5 of 8 ) HINGE OPTIONS; BY 'YALE OGRON' ALUM HINGES 7 -1/2" LONG 2 PER PANEL AT 6-3/4" FROM TOP AND 9 -3/4" FROM BOTTOM 3 PART HINGE NO. 658 - STANDARD OR 2 PART HINGE N0. 650 - OPTIONAL LOCKS: A) INACTIVE LEAP CONCEALED FLUSH BOLTS; BY DELTA INDUSTRIES' MANUALLY OPERATED. LEVER LOCATED AT 11 -1/2" FROM BOTTOM AND 17 -1/2" FROM TOP B) ACTIVE LEAF: 1) CONVENTIONAL DOOR KNOB LOCKSET AT 36 -1/2" FROM BOTTOM LOCKSET CAN BE HARLOC 100X1153 OR WESTLOCK ULM§ 2) KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 43 -1/2" FROM BOTTOM LOCK CAN BE HARLOC 871/161/ OR WESTLOCK K 1097 3) CUSTOM MECHANISM BY YALE OGRON NO 111-618 THROW BOLTS CONNECTED TO HARLOCK LOCKSET OPERATED BY KEY OR THUMB TURN AND ENGAGING FRAME AT HEAD AND 5p.L. 4) CONCEALED FLUSH BOLTS. MANUALLY OPERATED LEVER MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 17 -1/2" FROM TOP AND 11 -1/2" FROM BOTTOM OP11ON 1 AND 2 ARE REQUIRED ON AU. ACTIVE LEAFS FOR TOP AND BOTTOM 9OU5 USE OPTION 3 OR 4 KEYED THROW BOLTS BY HARLOC OR WESTLOCK TO BE OF STEEL CASING HRH MULTI PART STEEL BOLTS FLUSH BOLTS BODY AND LEVER TO BE OF ZAMAK CASTING WITH .206 DA. STEEL EXTENSION ROD AND 1/2" DIA. NYLON TIP. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM B PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 1E -8098 1 SIDELI1E FRAME HEAD /SILL /JAMB 6063 -16 - 1A 1E -809 1 ALT. SIDEUTE FRAME HEAD /SILL/JAMB 6063 -T6 - 2 YE -832 1 DOOR FRAME HEAD /JAMB 6063 -T6 - 2A YE -804 1 ALT. DOOR FRAME HEAD 6063 -16 - 28 YE -811 1 ALT. DOOR FRAME JAMB 6063 -T6 - 3 YE -810 1 DOOR FRAME SILL 6063 -T8 - 4 YE -8088 AS REGD. SIDELTTE JAMB 6063 -16 - 4A YE -808 AS READ. ALT. SIDELITE JAMB 6063 -T6 - 5 YE -801 2/ LEAF TOP AND BOTTOM RAIL 6063 -16 - 5A YE -8018 2/ LEAF ALT. TOP AND BOTTOM RAIL 6063 -T5 - 6 YE -803 1/ LEAF HINGE STILE 6063 -T6 - 6A YE -8030 1/ LEAF ALT. HINGE STILE 6063 -T5 - 7 YE -802 1/ LEAF LOCK STILE 6063 -T6 - 7A YE -8025 1/ LEAF ALT. LOCK STILE 6063 -15 - 8 YE -606 2/ LEAF WEATHERSTRIP ADAPTER 6063 -16 - 9 YE -807 AS REGD. GLAZING STOP 6063 -T6 - 9A YE -8078 AS REGD. ALT. GLAZING STOP 6063 -15 - 10 YE -805 4/ PANEL PRESSURE PLATE 6063 -16 - 11 YE -816 AS REGD. COVER PLATE 6063 -16 - - 12 - - - - - 13 YH -621 AS REOD. WEDGE GASKET - TEAM PLASTIC 14 YH -622 AS REGD. BULB WEATHERSTRIPPING (.198 X .280) VINYL TEAM PLASTIC 15 YH -625 AS REQD. GLAZING TAPE (3/8" X 1/81 - VG100 BY VENTURE TAPE 18 YE -602 AS REOD. FIN SEAL W'STRIPPING (.187 X .260) - ULTRAFAB 17 - - - - - 18 #I0 X 1" AS REGD. FRAME ASSY. SCREWS - PAN HEAD 5M5 19 YH -650 AS READ. HINGE ALUMINUM ST. STEEL PIN 20 TH -618 - 3 POINT LOCK MECHANISM (OPTIONAL) - - Engr. DR. HUMAYOUN FARO F1A PE 0 16557 CAN. 3538 z 0. 0 v 0 m v 41 8 P. a 0 0 O c PRODUCT REVISED vddhtl a Florid: �i4np9 (A16.� 1 OPA22-$O // 8 t9 MAR 0 4 2009 drawing no. W97 -18 [sheet 6 of 8 1 FRAME HEAD IS DRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO R STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8 -24 x I /2" FH UNDERCUT SUS. VINYL FLUSHBOLT PLUG COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRP OPTIONAL FLUSH BOLT GUIDE AND ADJUSTMENT PLATE COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHLHSIRIP 2' LONG ALUM. FLUSHBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. VINYL FLUSHBOLT GUIDE ATTACHED TO FRAME STIES AT TOP (SHOWN) AND BOTTOM. TOP FLUSHBOLT ASSEMBLY TOP FLUSHBOLT ASSEMBLY VINYL FLUSHBOLT GUIDE ATTACHED TO FRAME STILES AT 801108 (SHOWN) AND TOP COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP 2 LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) 8 n a VINYL FLUSHBOLT PLUG COVER PULTE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP O c 8 a FRAME SU . IS DRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO n STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8-24 x I/2' EH. UNDERCUT 5M5. AR 0 4 2009 BOTTOM FLUSHBOLT ASSEMBLY BOTTOM FLUSHBOLT ASSEMBLY drawing no. W97 -18 sheet 8 of 8 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 '1 (786) 315 -2590 F (786) 315 -2599 www. nn i a m idad e.aov/buil di ng 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 BNC - 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. BNC 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, F.E., bearing the Miami -Dade County Product Control Renew& 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS -202, and TAS -203, 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 # 06- 0823.06 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. )f NOA Na 11- 0810.01 +7� . Expiration Date: 08/16/2012 Approval Date: 08/25/2011 08 /Z5%Zo11 Page 1 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0410.10 A. DRAWINGS 1. Drawing No. 00 -408, titled "0.050" Aluminum Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P. E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 02/24/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050 " Aluminum Alloy Storm Panels, dated March 30, 2001, pages 1 through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052 -H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL #0296G, issued by Certified Testing Laboratories dated 03/13/01 for Aluminum sample CTC -01 -005, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0823.06 A. DRAWINGS 1. Drawing No, 06 -537, titled " 0.050" Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V .1. Knezevich, P.E. B. TESTS 1. None. E -1 my A. Maker, P.E., M.S. ENC, Pr uct Control Unit Supervisor NOA No. 11-0810.01 Expiration Date: 08/16/2012 Approval Date: 08/25/2011 Ponta Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated December 05, 2006, pages 1 through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by V. J Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter by Knezevich Associates Consultant Engineers, dated July 27, 2011, certifr compliance with the FBC, 2007 Edition with the 2010 supplement requirements, signed and sealed by V. John Knezevich, P.E. 2. A letter by Blackwater Testing, Inc., dated August 08, 2011, notes a contract for verification test of the 0 050" Aluminum Storm Panel, signed by Dennis W. Duffy. E -2 4Y A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11-0810.01 Expiration Date: 08/16/2012 Approval Date: 08/25/2011 1 (OPl'I�AI L��TION) 455E ALT. STUD 50^ DIRECTION O RSL2 0C. §4.6 OR 12 0.C. OSTUDDED ANGLE SCALE 3' • 1'.-0" 0 STORM PALL SCALE i 3" m T -O° 6ENE8ALNO7TIE to HALF PANEL SCALE , 3" • 1• -0" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING L v roci ROC os RE ROL•DIVISION OR ER SYSTEMPLTN7ryA�I�Y Z• �• 1� H rOF THE PLORIRIDA • PING CODE 2004 x005 UP LE 'le HEADER V SCALE. 3" • ,•_0_ O9P HEADER SCALE , 3" • 1• -0" W� DI C7 & J 1 2.000-1 OAl BE ® 2. NO DUCT. {LOAD DURATION FACTORACd + 16 WAASOUSED FOREWOOOF CREW PRODUCE. WIND DESIGN. 3. I ESE DOCUMENTS AND p g ATIVE DESIGN LO S TAME �85gNSH CLLpp{B UpSED�� A CE 4. FORTE SPECIPIC 2 PPLICATION OF THIS SHUTTER SYSTEM. CLUDE INFORMATION B. WE RISI AD O IaRDACI VB CDDE SHALL COMPLY WITH CHAPTER 61015 -23 6. TTO TEA TOO�RVPROVIO T S d��.{{TRA �TROpR TDOpESS NOT DEVIATE R SS U E ODAES�NOTT A H 1 TERCPORM OR MATERIATLHPERO STR C L S BSTRATES ETAILED RE N. 7. AN jpDIP VAATL'IO0NSLSR ITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 0. BUILD)NO i1PRCIALOMAY ELECT ONE OF PTA P LTL OWINAO OPTIOSDOCUMENTS, THE A) V EW AS A CONDI TION T BUILDNNG OFFICIAL APPRO AL. D RN; THE 421DAB NATITYIPRgCTVCDN 01:1 DN151NOR AND NV AREAS ME OPTION °BiIHALL BE ACCEPTED BY THE WE ORPICIALA WLO 'RNENMARKING PERPAPNpEItNAND SP 0 EBE PERMANENPTLN LABELED NOmWDAOlC01t s M.A4PROVED 10. T HYp 1 28�5R85g0pP.S.L lit Atlii4EXTR�l7ERS SHA � FI pA/412- YT.69.%WOEN(U�M 11. S• 0„ _jENNSTEELNgR 6ALVANIZEO STEEL WIAL)'HUA 99 K.SLt. MINIMOUMatELC 12. DIICCCTTATE. PPSANELS MAY 85 MDUN7ED HORBIZONTALLY MIH �� AAPpLICABPDITI0N5 rt 11 CFT AT COMMENCING 9? TRACK (� SCALE 3" • 1• -0" lJ WIDTH UNLIMITED I(PERP. TO PANEL SPAN f SECTION 9' TRACK SCALE ,3 ° °T -0" TOP MOUNT PLAN VIEW { YP TYPICAL ELEVATION _O TTOM 1.940 "j, ®REV. 'I, ANGLE SCALE 3" • 1•-0" .990° 5 313° �,Y�, MOUNT 625° 0 QI I '129° TYP. 6.00" MAX. I ANGLE SCALE , 3" a • .2?S° ZAMAC ALLOY OWASHERED WINGNIIT ^.oa °�HSII WASHER SCALE , HALP SIZE �°1 SCALE . 3" . T -o" 3003 -H14 ALUMINUM ALLOY .80'0 0 FASTENER IS 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL O C. PO P.S.P. DESIGN LOADS GREATER THAN 110 P.S.P. (SEE ANCHOR SCHED. POR ANY ACCEPTABLE ANCHOR) 1/4" MAX. STRUZTURE ` 1/2° OVERLAP-14 2° x 5 xNGj arE. PIECE, TYPICAL PLAN VIEWS SCALE, 1 -1/2" • T -0 ALUM. ANC{LE CICESU,i PIECE, 2" x 5 "x..0555" MAX as complying EWE. HAS cNo -•; ••01 Date 3:7/t!/ on, / FASTENER 12" O.C. FOR OR EQUAL O 10 P S.F. AND 9" 0.C. FOR DESK LOADS GREATER THAN 110 P.S.P. (SEE ANCHOR 5CHED. POR ANY ACCEPTABLE R)) pAxN�CgH7IOH STRUCTURE PRDDUCTRPWISED 66geRROo1W(64 N00in- < 2 Date 04 • r1xx• • b1 12)06/2006 (MNORO(® 06-517 sheet 1 of 41 1/4" MAX. ..1yly- ANCHOR SCHEDULE FOR MAX. SPACING 0 L!- DIST Mei PI ri PAW . 1/4" MAX EEEEEE SEE GLASS SCHEDULE OR DOQR SEE GLASS SCHEDULE GLASS OR DOOR aoNT. 7 & 8 WITH V4.20 x 5/8° CH BOLT Oa 12° O.C. MAX. AEGLBTOWA L DEMII. WaOLTOANGUIDE11G1. ALT. MOUNT SECTION co Y SCALE • 3" . T -0" 4Jt, E. B M na OP & TLT ONT. TYP. TOP & BOTTOM g!S @E glo I ?ELEGSN RLLEO � *r s F Y.Y % atuTR �� SppCA� E PO�R7yMpA�X swig. Wat ANCHOR SCHEDULE FOR MAX. SWi OOlper MOT ISS h AN N VIEW) Q SCALE• 3". T -0" Q& 8 WITH 1/4 -20 X 5/8° CHINE BOLT 5 12° O.C. MAX SEE GLASS SCHEDULE Qat° (1 WITH 1/4 -20 x 5/2" MACWRE BOLT 0 12" O.C. MAX, t OQR 7 & C4WITH 1/4 -20 @I "T /8 O.G MAX E BOLT Y— __ ASICA EDGE DIST. SPA ®CEILING/INSIDE MOUNT SECTION SCALE . 3" a 1'-.0" ?a-•-' •ii- A CHI w E•° E POR MAX. - A[f 0 0 a FOR MAX. T)& 8 WITH 1/4 -20 x 5/8° MrrGAa E BOLT 0 12° O.C. MAX OV420 S.STRUDOLTS W KEYHOLE, WASHlA BOL YI�EAO 6LEV 2AROW PORTION FO�. SPACING WALL MOUNT SECTION (DIRECT MOUNT) OSCALE 3" - T -0 ". PRODUCTRENEWSD Fi0tiQ8 Budding Code 0 :_ • • OI Acceptance NO VJ Knezevlch PMa4wd R ikmue �..,1J' -� 09E ► ODULT RIMED Y m 8Fluids - - 06-5'57 sheet of 41 ANCHOR SCHEDULE ' FASTENS)) UMW SPACING ONCMRS) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I_ `ueS) ANCHOR TYPE LOAD (W) P.S.F. MAX. 0118 NMI 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -6' (90980101 SPANS UP TO 8' -8' On NOM 1) SPANS UP TO 10' -8" (E NOTE 1 SPANS UP TO 5' -6" (508 8011i 1) SPANS UP TO 8' -W' ME NOTE 1) SPANS UP TO 10'-8" 0031 80791 CONNECTION C1 OM NODE3) C2 C3 TYPE C4 CS CONNECTION C1 ORE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 ME NOTE C2 C3 TYPE 3) C4 CS CONNECTION C1 00.E C2 80103 C3 TYPE C4 C5 CONNECTION C1 (588 C2 NOM C3 TYPE 3) C4 C5 CONNECTION (00880193) C1 C2 C3 TYPE C4 CS CONCRETE SIU�,,xnwtivtiu °ti'i" ■ 48.0 12 12 12 12 12 12 12 12 11 11 12 12 12 8 8 12 6 12 12 12 12 12 12 12 12 12 8 12 10 10 63.0 EL3i®©©E17m® 98.0 12 12 12 12 12 12 12 8 12 8 12 12 12 +DDUUDO 12 12 8 7 8 6 12 12 9 9 12 ®00®®®®®®m©DE 12 7 7 6 6 ®® 12 12 12 ® 12 10 12 10 12 12 12 10 12 12 10 8 10 8 12 DDDDO ®m 12.8 12 8 8 8 /ry�IT 11-49/4' HON.. 'i .�)N . ;, ❑, 200.0 1:1231r 1E3 12 9 A i450Or 12 T I0MOA 6 12 /00 8 1 2 12 r4. Ararh'I R 12 V %r 10 r/i1® /®®®mm©E7®E7E7 10 ®® ®©®®®®m©O0®0©DO 12 ®®®©®m0[3DE313 12 SE® 12 12 12 ®0®®®®E3131mm 12 6 12 12 8 12 8 111[01JDE1EI 12 m • ®E1©EUU 12 12 12 12 8 12 8 12 .4 L.Illl114- ''‘h spa:. * �-T 4L'Ir" !R!511i11111ow:-- ,e r -i ISI.itk. .,,, I!'':'!111 1 . I , 1633; 200 .0`�7,./.402rhaVdrirArA 48.0 % O��V/ 12 %: 12 %% 12 12 %r:46MM MO 12 12 MOViTA�I��/� 12 12 12 12 % 12 % 12 %/. %r.aZ®DDEaf®El®E 12 63.0 12 12 12 12 12 12 11 12 9 9 12 7 10 7 7 12 12 12 12 12 12 12 12 12 12 12 9 12 10 10 72.0 12 12 12 12 12 12 8 12 8 8 12 7 10 7 7 12 12 12 12 12 12 ' 12 ®mm®EJOR]Ql 12 10 10 10 W 12 9 12 9 12 12 10 10 10 10 98.0 ®®®ESE7 12 12 12 10 ®ODUUDU 12 9 12 6 6 11 0 7 7®®® 5 72.0 12 ®®E 12 9 9 200,0 12 T 10 7 11 5 7 10 7 7 12 7 10 7 7 7 12 9 12 10 10 12 9 , Tom. ii,muy,litec 48.0 12 12 12 8 HS 7 9 9 5 5 7 5 7 4 4 12 12 12 10 10 11 11 11 6 6 9 6 9 5 5 63.0 11 11 6 6 7 7 4 4 6% 4 3 3 12 12 12 7 7 8 5 8 4 4 7 3 4 4 4 72.0 10 10 6 5 6 4 3 3 6 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 1�44�TW T • NiN. 984 7 T 4 4 6 4 3 9 6/ 4 3 9 0 S 8 4 4 7 3 L 4 4' 7 9 4 4 4 6 / 4 3 3 6 4 3 3 6 4 3 3 7 3 4 4 4 7 3 4 4 4 7 3 4 4 4 HOLLOW CONC, BLOC * "P.It!rII■liHllll\""t - *I1\\ 4U111•� �4 •.,' �1: ,a �� ,I�. 4 {.,. .. !2�00.0 4a E ��i��i�� 200.0 WelorAII � OYMV/ r r OVAO rarA',/ % i. %rAMOM.' MOV/MI r A� M �� 1MOr f 7.0 1 ��i��/.� % I!//,a/A %% r OV1402 YA1 %% ♦ a ��EYDmEJIE1O I®®®E17m©® %®©®©�mF3© f 9)11©0 mmm10omOm Lf ©00 ©0 ®LI©ESDOE1I ®1170 O1 ©DES © ©0 HOD � ©00© ©00© ©0ICI® EBB ©13 g I II , + ^:ra I �°yo (j. 1 ' 6TEBL ", 48.0 12 1212121212 8 1212 6 6 12121212121212121111121212 9 9 63.0 12 10 10 12 9 12 6 12 6 5 5 12 12 12 12 12 12 11 12 8 8 12 6 9 7 7 72.0 12 8 8 12 7 10 EIE3®mE3[SEIDDU 200.0 12 6 8 5 5 12 6 8 5 5 12 6 5 5 12 12 12 11 11 12 7 11 7 7 12 6 9 UUUUEDE7®Q1DE30®EDE7UE7®DE70© 5 12 6 8 5 5 12 6 9 7 7 12 6 9 7 7 12 6 9 7 7 7 7 PRODUCTRENEWED 61ovmplyi gxdibDm Flog* Building Cada OptanceNo I8'^ ANCHOR SCHEDULE WIENER MAXIMUM SPACING (INCHES) MIMEO FOR VARIOUS DESIGN LOADS ANDSPANS I_ `ueS) ANCHOR TYPE LOAD (W) P.S.F. MAX. (n 8018 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 5.-6" IEEE . SPANS UP TO 8' -8" 01EEND51) SPANS UP TO 10•-8' ORE NOTE I) CONNECTON C1 (�N01E31 C2 C9 TYPE C4 CS CONNECTION C1 090 C2 mom C3 TYPE 3) C4 C5 CONNECTION C1 (599 C2 Non C3 TYPE 3) C4 CS in 2" 11114. 48.0 12 12 12 12 12 12 12 12 10 10 12 12 12 8 8 63.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 1 6; - • �< ��.�y .��' �/ �" a.. 72.0 12 12 12 10 10 12 12 12 6 6 12 12 12 6 6 98.0 12 12 12 7 7 12 12 12 6 6 12 12 12 6 6 200.0 12 12 12 6 6 12 12 12 6 6 12 12 12 6 6 2- MIN. 48.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 1/ ,1'.(0. a (-(� *' 1 63.0 12 12 12 9 9 12 12 12 5 5 12 12 12 4 4 72.0 12 12 12 8 8 12 12 12 5 5 12 12 12 4 4 98.0 12 12 12 6 6 12 12 12 4 4 12 12 12 4 4 200.0 12 12 12 4 4 12 12 12 4 4 12 12 12 4 4 & 48.0 12 12 12 12 12 12 12 12 8 8 12 11 12 7 7 9JRip,luuuuaRl., . :.;. , t" 1 -. , }, 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 S 5 72.0 12 12 12 9 9 12 6 9 5 5 11 5 7 5 5 98.0 12 9 12 6 6 11 5 7 9 5 11 S 7 S S I r 200.0 11 5 7 5 5 11 5 7 5 5 11 5 7 5 5 �yp{I�r: +._�ORriT9RND1N'0G7FI03E 1 " , PIM®. SPANS � SPECIHC 2. pp''�' Ely IIIApp CHOBR ' ��pp!AAa • a' ' ooT v�`f.j� �� D M TIAN GRTERHP�REOci L n'�y,TER 55PAN. ND C SAN 3. SEE MOUNTING SECTION DETAILS FOR �IDgENgT�ILF IICpATIIO�N�OKF CONNECTION TYPE. 4. TpYNP�FE OF 1_u IL` Gg SIRS {�E POR PROPER ANCHOROTYPEOBAIED ON 5. RECO�ATIONSE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. R�w,E{CCCOI, EMT�B�EEEDDDMMEE�N,gTgAND EDGE DI DIISSTp7A�N7CEpEryXpCLUDESSEWALL FINISH OR 7• SU M GABLES ARE LOAM GEDROI�I AND COORDINATE ANCHppO�ARRCTAgRE B. 2p- ' TI MEN IS {� "• Ppp G W �Gp912 ONL PY TF x? i'^ TOLYMIA09DD S PTAs ITT t{��I F��pplyR �Wpp� IS AC ciVE H P 'p'`WTOEOD G. ir p��p� y� pCNgG�y5OJm HFADp�(SsHEOkpff{EX HEUTAMD�RR 1DENSITY. LA SCREW�S{p�pAp 10. W ARER FEAR IsIDEWtA K BOLTI. U•fi•PI -HER A PAti NEAR. TTRRUSS HEAD, OR It ® DESIGNATES ANCHOR COND)TIONS WHICH ARE NOT ACCEPTABLE USES. 12. S DEgIGN�TES ANCHORS WINS REMOVABLE BY REMOVING MACHINE SCREW, gATiC2T/2WNA SHE RERDSANA� cvEbs@e101 SPACING PER SPACING PER C0 A�mNm.• .- .., 12816191106 ,::∎.,• ttli4V. /x9� .. Wei ANCHOR SCHEDULE ANCHOR SCHEDULE EXTAUSIO SCH D., FRO 06-537 lshest 3 of 41 A L 8 2 MINIMUM STORM PANEL SEPARATION FROM GLASS OH)* POSITIVE DESIGN LOAD f IADf) ACTUAL SPAN (L) {FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30,0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 1 -7/8 10 - 8 4 -1/4 2 -3/4 40.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -1/8 10 - 6 4 -1/4 3 -1/8 50.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/8 9 - 11 4 -1/4 3 -1/8 60.0 3 - 6 3 -1/2 1 -5/16 0 - 8 3 -1/2 2 -9/16 9 - 6 4 -1/4 3 -1/8 70.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/4 9 -0 4 -1/4 3 80.0 3 - 6 3 -1/2. 1 -5/16 6 - 6 3 -1/2 1 -13/16 8 - 2 3 -1/2 2 -5/8 90.0 3 - 6 3 -1/2 1 -5/16 S - 6 3 -1/2 1 -9/16 7'- 3 3 -1/2 2 -3/16 100.0 3 - 6 3 -1/2 1 -5/16 6 -7 3 -1/2 2 110.0 3 - 6 3 -1/2 1 -5/16 5 - 11 3 -1/2 1 -3/4 * 9E5 TABLES 1 & 2 NOTE NUMBER 3 TABLES 1 & 2 NOTES: L ENTER TABLE 1 WITH NEGATIVE DEBION LOAD TO DETERMINE EQUAL TO TXE NEGATIVE LOO DS FARE ACCEPTABLETMAN OR & POR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY 88 USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITHH POSITIVE OESION LOAD TO DETERMINE MIN. SEPARATION PROM GLASS. MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE 14EG. DESIGN LOAD (PEP) Lmax. . (FT - IN) 30.0 10 -8 35.0 10 -8 40.0 10 -4 45.0 10 -0 48.0 9 -10 50.0 9 -9 55.0 9 -6 60.0 9 -4 62.0 9 -3 65.0 9 -1 67.0 9 -1 70.0 8 -11 72.0 8 -10 75.0 8 -8 80.0 8 -2 90.0 7 -3 100.0 6 -7 110.0 5 -11 115.0 5 -8 120.0 5 -5 130.0 5 -0 140.0 4 -8' 150.0 4 -4 160.0 4 -1 170.0 3 -10 180.0 3 -T 190.0 3 -5 200.0 3 -3 1 .. -.✓ rF vl Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (303) 762.4949 BUILDING PERMIT APPLICATION FBC 20 7 SEP.1.52011 Permit No. /0 — / Master Permit No. /0 —/22 / Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): (k t e aIM0,4/ Phone#: Address: q-100 -100 12 Aut. City: State: ( Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Nam// e: /01 U ca 6.6. bip. Phone#: Address: /O 5 kg w Sty (d Sal /0( / City: a $ / � State: PL Zip: / 3Z- t �/� Qualifier Name: C4 ✓ /5d!"_. �K.L✓%9 Phone#: Q.5- yc�T b 7S- State Certification or Registration #: ( (11C /5i / 0i 7 57 Certificate of Compete y #: Contact Phone #: Email Address: /pL9 4.10/.i56-',0,.eli/ ea - DESIGNER: Architect/Engineer: Phoned: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition teration // ON ORgr/Replace °Demolition Description of Work: l i/IS) 7 ?CO 5 & ,111.1SCS • ********* ****aa****aa******** *a ******OOF aavaauaa*aaa+ ****a •aaaeae*aa+ **** *aaaaa**** * Submittal Fee $ Permit Fee $ 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 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 th ,absence o such po d notice, the inspection will not be approved and a reinspection fee will be charged. Signature "Owner.n..`gent The foregoing instrument was acknowledged before me this day of who is Signatur The fo day of ho is Sign: s "_..__��'� Sign: Print: ��/ /, f dZ Print APPROVED BY My Commission Expires: fie Y Plans Examiner Zoning Structural Review Clerk (Revised 07110 07)(Revised o6 /10/2009)(Revised 3/15t09) TERMITE-II PESFSERVICES, LLC 324 3 3810 NW 5th Court • Ft Lauderdale, FL 33311 • Phone (754) 235 -7126 • fax (954) 306 -3710 NOT ICE OF TERMITE PROTECTION TREATMENT As Required By Florida Building Code (FBC) 104.2.6 Property, information Builder /Contractor Treatment Date ` ! �) " I Name of Builder j - 11;1. Ci 13> 0 l ,/ t , 5 Treatment Time Lot Shell Contractor Block Subdivision Name CONSTRUCTION TYPE: Monolithic S/F OF Street Address �: -� �` � ' ' 1/-1--t. '— Stemwall S/F OF City / State / Zip Patio S/F L/F Additions ` ° S/F - L/F CHEMICAL TYPE: ❑ Termidor Fipronil Ul Pro Build TC Cypermethrin I I Other :LCyper To Cypermethrin ❑ Dragnet Permethrin Ii Permise Pre - Construction Imidacloprid Spray Only ,a -1 .Spray and Tamp ti Residential 1]I Commercial TREATMENTTYPE: 1, Underslab I� Footers IZI Wood Treatment Date of Completion -- e' i • 1 Chemical % ' , �� °• ,' • . ,,. 4, i °• . ° ' Gallons ,% i x Applicator _ r, s� a A Y GUARANTEE ID None 41 Year Ll 5 Years P RENEWAL ' "f ❑I Yes DI No , , ,•s 6. •. nn ...�'''. t NO LIMIT TERMITE & PEST SERVICES, LLC. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Depart- 'ment of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 3363 NE 163RD STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160 • (305) 940 -3088 • FAX: (305) 940 -3273 August 5, 2011 Mr. Norman Bruhn Building Director Miami Shore Village, Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Boerner Residence Alteration and Addition 9700 N. E. 12th Ave. Miami Shores, Florida 33181 Permit Number: 104221 Dear Mr. Bruhn: /0:142 < As per our job site meeting and issue with the truss metal straps, the general contractor provided to this office the single strap truss anchor (TA20) that was used for this project in lieu of strap connector specified on the drawings. Following review of the submitted strap and evaluation of the original calculations, this office recommended additional strap for the bearing ends of the trusses. These new straps to be as per connector schedule, nailed to the trusses and to be anchored to the concrete roof beams with 1A" round tapcons in order to provide additional capacities for the trusses similar to the original design requirements. The trusses and truss anchor inspections are not part of our special inspector requirements and will be by the Building Department. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab, P.E. For Arbab Engineering, Inc. P.E. No. 35460 Special Inspector No. 0456 AA/aa C : /AA/ComplianceLetters/boemer stap let -minommanw 71-7.-TH Si ORES VILLAGE APPROVED BY DATE ZONING ■ 4T COMPUTATI ICTURAL PilitANNG Project: BOERNER RUM NCE ALTERATIONS AND BLDG. 9700 N.E. 12th A MIAMI SHORES, FLORID • • •• ••• •• • • • •• JECT TO COMPLIANCE WITH ALL FE ERAL T3 it 1.4 UNTY RULES AND REGULATIONS : SMITH & SMITH DESIGN CORP. Date: 01/04/2009 ALL COMPUTATIONS AND WRITTEN MATERIALS HEREIN CONSTITUTE ***OrifINAI, y!QRp OF THE ENGINEER AND MAY ONLY BE DUPLICATED ..... • • • • WITi THE ENGINEERS WRITTEN CONSENT ENGINEERING, INC. LTING ENGINEERS 63 NE 163 STREET, SUITE 701 MIAMI BEACH, FLORIDA 33160 0. (305) 940 -3088 FAX. NO. (305) 940 -3273 NUMBER: 0007488 PE NO. 35460 DESIGNED BY: ALIAKBAR ARBAB FL P.E. NO. 35460 ARBAB ENGINEERING, INC. PROJECT : CONSULTING ENGINEERS 3363 N.E. 163rd Bt„ 503E # 701 NOM 10A10 REAM, PUMA 33160 P1000 NQ (3001 040-30116 Mt 00. (32» 0403273 CLIENT : JOB N° y x.? ....r �P DESIGN BY : REVIEW BY : ROOF TRUSSES Roof Trusses/Sheathing psf Tile _ t psf Roofing : psf Insulation psf Mech, Elect. /misc psf Total DL : 35.00 psf LL f psf GROUND FLOOR : 4" CONCRETE SLAB x� �'� psf TILES psf PARTITION psf MISC., MECH., ELECT ��, a�€ psf Total DL : LL: 8" Masonry Wall : 8" Reinforced Masonry Wall : Roofing (1) Negative (2) Negative (3) Negative Walls 90.00 psf psf psf psf (4) ( Field Negative) (5) ( Comer Negative ) (4) & (5) ( positive Zone •• ••• Al • • • . • Al •• • • • • • • • • '• • • • • • •• 0•• •• • • • 00 • ••• • • • • • • • • • • • • • • • • • •: •; • • • • • • • • •- •• • • • • • • • • •• • • • • • • • • 00 • ••• • Design Wind Pressure Gross Uplift ENCLOSED STRUCTURE Net Uplift -53.61 Wall, Windows & -93.32 -63.32 Door Pressure (P.S.F) ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 H.E. 183rd Bt, 901E { 701 NON10 MIAMI BEACH, F1.0000 33180 60, (306) 040 -3088 FAX. 60. (3t0) 040-3273 Input B= L= Eave Height ( H ) = Ridge Height ( H ) = Mean Roof Height ( H ) = Roof Pitch = Roof Angle = Roofing Area = Basic Wind Speed : Exposure Importance : ASCE Combinations: Structure type : ENCLOSED Structure Rigidity : Rigid PROJECT : CLIENT : JOB N° : 20.83 ft 14.04 ° ft2 MPH See Computer Output : Windward + Leeward = psf •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • 0001 • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••0 • ••• • • • • •00 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 0 41 0 • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 12/16/2009 3. r "� 1 Analysis by: DC Company Name: Description: BOERNER RESIDENCE SMITH & SMITH DESIGN CORP Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV, II Exposure (B, C, or D) Struc Nat Frequency (n1) C 1 Hz Slope of Roof 3.0 Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) 14.0 Hipped 1 :12 Deg 19.00 ft Ridge Height (RHt) 22.67 ft Mean Roof Height (Ht) 20.83 ft Width Perp. To Wind Dir (B) 57.08 ft Width Paral. To Wind Dir (L) 66.58 ft c Type of Structure Height/Least Horizontal Dim Flexible Structure 0.36 mportance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = 1 9.500 900.000 At = Bt = Bm = 0.105 1.000 0.650 Cc = 0.200 500.00 ft Epsilon = Zmin 0.200 15.00 ft Gust1 For rigid structures (Nat Freq > 1 Hz Zm lzm Lzm Q Gust2 Zmin Cc * (33 /z) ^0.167 I *(zm /33) "Epsilon (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 15.00 ft 0.2281 427.06 ft 0.9070 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 Internal Pressure Coefficients for Buildings, Gepi .• ••• • • •• • • • • • • • • •• •• ••• • Condition Gc i Max '+ Max`- Open Buildings 0.00 0.00 Partially 5nclased Buildings 0.55 - 0.55 pri'closed $uildings 0.18 -0.18 igtfc•Ibsgd;Batidings 0.18 -0.18 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • DevelopeAby laca.G•nte+pr&es,Inc. topy4ight 2006 SMITH SMITH DESIGN CORP Page No. 1 of 3 • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights 12/16/2009 Note: • •• • • • • 4110 • • V IlndwqrI` Mir Cp :.. • Windward - Max Cp 1) Positive forces act toward the face and Negative forces act away rom the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Method 2) L f Kh 2.01 *(Ht /zg) ^(2 /Alpha) 0.91 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 49.64 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.91 Qhcc .00256 *VA2 *I *Khcc *Kht *Kd 49.64 psf Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 • Roof Area (sq. ft. Reduction Factor 1.00 Leeward Wails (Wind Di? Normal to 57.08 ft wall) Leeward Walls (Wind Dir Normal to 66.58 ft wall) Side Walls - 28.63. -10.76 - 30.03;; -12:16 38.47 -26.60 -0.59 - 0.07 ace.;:: 33.84;' -15.97 11.98 5.89 ••• • • • • • ••'• • • • • • • • • • • • • • • • Developeeddb %MecaCite:pile% 2006 SMITH SMITH. DESIGN CORP Page No. 2 of 3 Elev ft Kz Kzt qz Ib /ft^2 Pressure (Ib /ft^2) Windward Wall* Leeward Wall Total Shear ,Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 22.67 0.93 1.00 50.53 25.43 ' 43.30 -28.63 - 10.76_ 54:05 ' , 5.68 5.22 20.83 0.91 1.00 49.64 24.82 42.69 -28.63 -10.76 53.45 1 8.21 , 11.50 20 0.90 1.00 49.21 24.53 42.40 -28.63 -10.76 53.16 11.24:; 16.42 19 0.89 1.00 48.69 24.17 42.04 -28.63 -10.76 52.80 23.30 " : 46.15 15 0.85 1.00 46.32 22.56 40.43 -28.63 - 10.76 51.19 67.13 770.95 Note: • •• • • • • 4110 • • V IlndwqrI` Mir Cp :.. • Windward - Max Cp 1) Positive forces act toward the face and Negative forces act away rom the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Method 2) L f Kh 2.01 *(Ht /zg) ^(2 /Alpha) 0.91 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 49.64 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.91 Qhcc .00256 *VA2 *I *Khcc *Kht *Kd 49.64 psf Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 • Roof Area (sq. ft. Reduction Factor 1.00 Leeward Wails (Wind Di? Normal to 57.08 ft wall) Leeward Walls (Wind Dir Normal to 66.58 ft wall) Side Walls - 28.63. -10.76 - 30.03;; -12:16 38.47 -26.60 -0.59 - 0.07 ace.;:: 33.84;' -15.97 11.98 5.89 ••• • • • • • ••'• • • • • • • • • • • • • • • • Developeeddb %MecaCite:pile% 2006 SMITH SMITH. DESIGN CORP Page No. 2 of 3 Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 • Roof Area (sq. ft. Reduction Factor 1.00 Leeward Wails (Wind Di? Normal to 57.08 ft wall) Leeward Walls (Wind Dir Normal to 66.58 ft wall) Side Walls - 28.63. -10.76 - 30.03;; -12:16 38.47 -26.60 -0.59 - 0.07 ace.;:: 33.84;' -15.97 11.98 5.89 ••• • • • • • ••'• • • • • • • • • • • • • • • • Developeeddb %MecaCite:pile% 2006 SMITH SMITH. DESIGN CORP Page No. 2 of 3 • • • WINDO2 v2 -21 Detailed Wind Load Design (Method Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom SApplicable on Windward only)e Dist from Windward Edge 0 ft to 41.66 ft - Max Cp -0.18 Dist from Windward Edge: 0 ft to 10.415 ft - Min Cp -0.90 Dist from Windward Edge: 10.415 ft to 20.83 ft - Min ( -0.90 Dist from Windward Edge: 20.83 ft to 41.66 ft - Min C -0::50 Dist from Windward Edge: > 41.66 ft -0.30 12/16/2009 2) per ASCE 7 -02 -0.47 -28.77 -10.90 -0.59 - 24.91. - 24.91, - 0.47. -19.83 .- 1'9.83 0.80 33.11 : 33.11 d Normal, to =16.53 -46.91 - 46.91. -30.03 -21.59 1.34 -29.04 -29.04 -12.16 -3.72 * Horizontal distance from windward edge Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings wI Ht <= 60 ft a Hipped Roof 7 < Theta <= 27 a = 5.708 = => 5.71 ft I e Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Nind Press`(IbIft^2 Max Min Max Min ROOFING 1 1 1.00 _ 1 0.50 -0.90 33.75 - 53.61 ROOFING 1 1 1.00 - 2 0.50 - 1.70. 33.75 -93.32 ROOFING 1 1 1.00 3 0.50 -1.70 33.75 -93.32 WALL 1 1 1.00 4 1.00 -1.10 58.57 ' -63.54 WALL 1 1 1.00 5 1.00 -1.40 58.57 ; ` -78.43 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. •• ••• • • • • • •• • • • • • • • • • • • • •• ••• •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • •• • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • Develope by ca4te ;rues, Inc. ivpyaght 2006 SMITH SMITH DESIGN CORP ••• • • • ••• • • ARBAB ENGINEERING, INC. PROJECT : CONSULTING ENGINEERS CLIENT : 3383 N.E. 133rd. St. 51117E f 701 NON, 6161° Nom, FLDIWA 33180 JOB N° • POCK !M (309) MO- 3008 FAC N0. (305) 970 -3173 PAGE : DESIGN BY ZEVIEW BY : ASCE 7-05 e / size Front Elevation Width Len th Area Zone Pressure 12.00 12.00 15.00 15.00 Suction •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: DC Company Name: SMITH & SMITH DESIGN CORP Description: BOERNER RESIDENCE FRONT ELEVATION 12/16/2009 tcf- Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV, Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Building 146 II C 1 mph 3.0 14.0 Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Hipped 1 19.00 22.67 20.83 57.08 66.58. Hz :12 Deg ft ft ft ft Importance Factor Hurricane Prone Region (V >100 mph) .Table -6.-2 Values Alpha = 9:500 zg = 1 900.000 pt=-- Bm -= 0.105 1.000 -.0;650 - -'0'200 Type of Structure Height/Least Horizontal Dim Flexible Structure Epsilon Zmin = Zm lzm Lztn Q Gust2 Nat,Freq > 1 Hz) use 0.85 Zmin Cc * (33/z) ^0.167 I *(zm/33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7 *Izm *3.4*Q / 1 +1.7 *3.4 *Izm 15.00 ft 0.2281 427.06 ft 0.9070 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 internal Pressure Coefficients for Buildings, Gcpi •• •• • '. • •• • • • • •• • . • • • •• • ••• Condition Gcpi Max + Max -;, Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 _ 055 - Ehclosed:Btfildings 0.18 EAgib�,'ect Bpptlings , ; 0.1.8 - 0,18, • • • •. • • • • • • • •, • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • •• • • • • • ••* • • • • • ' • • • • • .•• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • Develo pe! ykIeoarint.m ses.Inc.:Gopyright 2006 SMITH SMITH DESIGN CORP Page No. 1 of 2 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 12/16/2009 a = 5.708 =_> � a Hipped Roof 7 < Theta <= 5.71 ft help Screen Component width (ft) Span (ft) Area (ft "2) Zone GCp Nind Press (Ib /ft "Z Max Min Max Min 1 WINDOW 3 4 12.00 5 0.99 -1.37 57.88 - 77.04. 2 WINDOW 3 4 12.00 5 0.99 -1.37 57.88. , =77.04 3 WINDOW 3 5 15.00 4 0.97 -1.07 57.03 - 61.99. 4 WINDOW 3 5 15.00 4 0.97 -1:07 57.03 -61.99 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. • ••••••• • •• •• • • • • • • 00 • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • Developa by t 1scainteresesirv. %p ht 2006 SMITH SMITH DESIGN CORP Page No. 2 of 2 ARBAB ENGINEERING, INC. PROJECT : CONSULTING ENGINEERS CLIENT : 3383 NE. 1E rd. N4 907E 1 701 tmfl7N FLOWS 33160 JOB N° • PHONE N . (708) 040 -7618 PAX. NO. (308) 048 -31'13 PAGE: DESIGN 1 VIEW BY Right Elevation. Width Len.th Area Zone `P eesure' •• ... • • • • 1 •• • • • • • • • • .• • ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • ••• • • • • • • • • • • . • • • •• •• • • • •• •• 000 • • • 000 • • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 12/16/2009 •o to - 12% Analysis by: DC Company Name: SMITH & SMITH DESIGN CORP Description: BOERNER RESIDENCE RIGHT ELEVATION Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV, II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) Eave Height (Eht) 1 19.00 ft Ridge Height (RHt) 22.67 ft Mean Roof Height (Ht) 20.83 ft Width Perp. To Wind Dir (B) 57.08 ft Width Paral. To Wind Dir (L) 66.58 ft Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6- 2-Values Alpha = L 9.500 zg = 1 .900.0001. At = 0.105 Bt 1.000 Bm 0.650 Cc 0-.200 I= 500.00 ft Epsilon = Zmin 0.200 15..00 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Zm izm Zmin Cc * (33 /z) ^0.167 Lzm I *(zm /33) ^Epsilon Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2 0. 925*(( 1 +1.7*Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm 15.00 ft 0.2281 427.06 ft 0.9070 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gdpi •• •• • • • •• • • • • •• • • • •• ••• • Condition Gcpl Max + " Max,- Open Buildings 0:00 : ; 0:00 araiallg EjiclrIned Buildings_ 0.55 - 0.55. 4cips4dpildings 0.18 -010 tcath Bullid ngs ], 0.18 -0.18. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• . •0• • ••• • 0 • • ••• • • • • • • • • -• • Developed by igc'.a•P.nt�pIjses Bnc. ippdht 2006 SMITH SMITH DESIGN CORP ••• • • • ••• • • jf age No. 1 of 2 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.708 ==> I . Screen Component Width (ft) span (ft) Area (ft^2) Zone GCp Nind Press (IbiftAZ Max Min Max Min 5 WINDOW 3 3 9.00 5 1.00 -1.40 58.57 -78.43 6 WINDOW 3 3 9.00 4 1.00 -1,10 58.57 -63.54 7 WINDOW 2 4 8.00 5 1.00 -1:40 58.57 -78.43 8 DOOR 4 8 32.00 4 0.91 -1,01 54.14 -59.11 9 WINDOW 3.5 6 21.00 4 0.94 -1.04 55.75 -60.71 10 DOOR 3 6.666667 20.00 5 0.95 -1:29 55.93 -73.15 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. • • • •• • • • • • •• •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • Developh by4% IncLdivight 2006 SMITH SMITH DESIGN CORP Page No. 2 of 2 ARBAB ENGINEERING, INC. PROJECT : CONSULTING ENGINEERS CLIENT : 330.3 NE. 183rd St. SUM 1 701 0013111 waa SEACI. FtOM% 33180 JOB N° P8080 NM (303) 010 -3088 FAX. 80. 910 -3273 • e / size Right Elevation ( Beyond ) Width Len • th Area Suction •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • ••• • • • • • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • ••• • • • 0 • • • •• •• • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• 12/16/2009 WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: DC Company Name: SMITH & SMITH DESIGN CORP Description: BOERNER RESIDENCE RIGHT ELEVATION BEYOND Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, 11, 111, or IV, 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 Slope of Roof (Theta) Type of Roof 14.0 Hipped :12 Deg Kd (Directonality Factor) Eave Height (Eht) 1 19.00 ft Ridge Height (RHt) 22.67 ft Mean Roof Height (Ht) 20.83 Width Perp. To Wind Dir (B) 57.08 ft Width Paral. To Wind Dir. (L) .66:58 Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure No Importance Factor Hurricane Prone Region (V>100 mph). .Table 64 Vetoes_ 9.500 900.000 Alpha = zg = At = 0.105 Bt =: Bm Cc = 1.000 0.650 0.200 1= Epsilon = Zmin = 500.00 ft, 0.200.... ;.. 15.00 ft Zm Izm Lzm Q Gust2 Zmin Cc * (33/z) ^0.167 I *(zm /33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925 *( 1 +1 7 *Izm *3 4 *Q)/(1 +1.7 *3 4 *Izm 15.00 0.2281 427.06 0.9070 0.8761 ft Since this is not a flexible structure the lessor of Gust1 or Gust2 are used •• • • • • ••• • • *0 • ••• Fig 6-5 Internal Pressure Coefficients,, for Buildings,'Gcpi • • • Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 nnol8sed guildiri'gs 0.18 -0.18 *dnjlooeii•[uTldings 0.18 -0.18 • . • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • •• • ••• • • • • • • • • • •00 • • • • ••• • • Developed iy Maca.Enierprises, i$c. C$pwigit 2006 SMITH SMITH DESIGN CORP • •• •• • • • •• •• Page No. 1 of 2 • • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.708 = => a a Hipped Roof 7 < Theta <= 27 5.71 ft ine to receive a help Screen 12/16/2009 N 0 f 121 Component Width (ft) span (ft) Area (ftA2) Zone GCp ind Press (Ib /ft"2 Max Min Max Min 11 ENTRY DOOR 2.83333 8 22.67 5 0.94 -1.27 55.46 -72.20 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • •• • • • • • • • • •••• ••• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • Developed btMeta F�ntirptgst :, Ind CopiyriphC2006 SMITH SMITH DESIGN CORP • •• •• • • • •• •• ••• • • • ••• • • Page No. 2 of 2 ARBAB ENGINEERING, INC. PROJECT : ,�� CONSULTING ENGINEERS CLIENT : r ,'I 3363 NA. 883M. St, SAE 1 701 NON1H 0AM0 NFAg1, FLDFADA 33160 JOB N° . PIM M. (308) 610 -7088 FA NO. (3C6) 00 -3273 r0�7' C: C ^na��'CMI ^7�j•G^i'7 C;;241G•' e.a ^e:o:r:r... ■ ^� ^•rte _�.�•,aJr_r�r Item e / size Rear Elevation Width Len.th Area Zone_ Pressure Suction 15.00 15.00 .. • • ..• • • • • • •• • • • • • • •• • ••• • •• • • • •• • .•• • • • • •• • ••• ••• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• •. • • •• • • • • • • • • • • • • • • •• •• • • 12/16/2009 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: DC Company Name: SMITH & SMITH DESIGN CORP Description: BOERNER RESIDENCE REAR ELEVATION Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV; Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) 146 II C mph 1 3.0 Hz 14.0 :12 Deg Hipped 1 19.00 22.67 20.83 57.08 66.58 ft ft ft ft ft Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure No Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = Bt = 0.105 Bm = Cc = 1.000 0.650 0.200 I= 500.00 ft Epsilon = Zmin 0.200 15.00 ft Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Zm lzm Lzm Q Zmin 0.85, Gust2 Cc * (33/z) ^0.167 I *(zm/33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 15.00 ft 0.2281 427.06 ft 0.9070 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi •• •• • • • • • • • • •• • • •• Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 §Encloseti Buildings 0.18 -0.18 enOlcgsgagluitclings 1 0.18 - 0.18 .• •.• .• • • • ••: • •• • • •• •. • ••• • • • • .• • • • • .• • • • • •. •. • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • Developediby Meca Eiterioi.es, inc. do pyr* 2006 SMITH SMITH DESIGN CORP • •• •• • • • •• •• ••• • • • ••• • • Page No. 1 of 2 • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.708 = => a Hipped Roof 7 < Theta <= 27 5.71 ft 12/16/2009 LVUUrtl vnl.n vn an,y 4GGCI vnu,r m S.' •v . v.._.. _ -. .. -.,- - -- - Component Width (ft) Span (ft) Area (ftA2) Zone GCp Nind Press (Ib /ftA2 Max Min Max Min 12 WINDOW 3 3 9.00 5 1.00 -1.40 58.57 - 78.43 13 WINDOW 3 5 15.00 4 0.97 -1.07 57.03 - 61.99. 14 WINDOW 3 5 15.00 4 0.97 -1.07 57.03 -61.99 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. • •• ••• • • • • • •• • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • •••• ••• •• • • •••• • ••• • • • ••••• • •• • • • •• • • • • • • • • • • •• ••• • • ••• • • • • ••• • • • • • • • • • • • • • Developed Ijy Mllca.ErgerQrts$s, IQc. CppyfigQt 2006 SMITH SMITH DESIGN CORP • •• •• • • • •• ••• ••• • • • ••• • • Page No. 2 of 2 ARBAB ENGINEERING, INC, PROJECT : CONSULTING ENGINEERS CLIENT : 3383 N.E. 183rd 84. SATE ! 7O1 14(2418 1AIAN4 BEACH. FLORIDA 33180 JOB N0 P0888 N0. (00In 810 -3088 Fr0. 80. 4388) 910 -3473 E: DESIGN BY REVIEW BY ASCE 7-05 Item e /size Rear Elevation ( Beyond ) Width Len . th Area Zone Pressure Suction • • • • •• ••• • • • • • •• • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • 12/16/2009 • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: DC Company Name: SMITH & SMITH DESIGN CORP Description: BOERNER RESIDENCE REAR ELEVATION BEYOND Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV it Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 19.00 ft Ridge Height (RHt) 22.67 ft Mean Roof Height (Ht) 20.83 Width Perp. To Wind Dir (B) 57.08 ft Width Paral. To Wind Dir (L) 66.58 Importance Factor Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 900.000 Bt = Bm= 0.105 1.000 Gust1 Epsilon = Zmin = For rigid structures (Nat Freq > 1 Hz) use 0.85 Zmin Cc * (33/z) ^0.167 I *(zm /33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 15.00 0.2281 427.06 0.9070 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used •• ••• • • • • •• •• •o• Fig 6 -5 Internal Pressure Coefficients. for Buildings, Gcpi Condition Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure No Gust1 Epsilon = Zmin = For rigid structures (Nat Freq > 1 Hz) use 0.85 Zmin Cc * (33/z) ^0.167 I *(zm /33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 15.00 0.2281 427.06 0.9070 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used •• ••• • • • • •• •• •o• Fig 6 -5 Internal Pressure Coefficients. for Buildings, Gcpi Condition Gcpi Max + Max -, Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Ercjc�yect Bpilcliings 0.18 -0.18 i oleo.l3ufldings 0.18 -0.18 •• • • • •• • •• •• • • • • • • • •••• ••• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • Developed tar M a €n�r�is s Irk. CQpyggttt 2006 SMITH SMITH DESIGN CORP • •• •• • • • •• ••• ••• • • • ••• • • 0.85 Page No. 1 of 2 • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.708 = => a Hipped Roof 7 < Theta <= 27 5.71 ft ceive a help Screen A f Component width (ft) Span (ft) Area (ftA2) Zone GCp Nind Press (Ib /ft^7 Max Min Max ' Min 15 DOOR 2.83 6.67 18.88 5 0.95 -1.30 56.15 -73.59 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • Developed gy Mgca.E1ergrts, s, Igc. t�pyniglt 2006 SMITH SMITH DESIGN CORP • •• •• • • • •• •• ••• • • • ••• • • 12/16/2009 Page No. 2 of 2 ARBAB ENGINEERING, INC, PROJECT : CONSULTING ENGINEERS CLIENT : J363 N.E. 183rd St. SLATE } 701 Nai1N ARAM REACH. A 33180 JOB N° PNONfi NO. (3A8) 810 -7063 FN. N0. i3AE:919 -5173 GE ix� {PA DESIGN BY REVIEW BY ASCE:. e / size Left Elevation Width Len • th Area Zone Pressure 18.22. 22.78 6< era 9.00 4 �> 4.50 �'�..... r..�1..... 9.00 Suction .• • ••• • • • • • •• • • • • •• • • ••• • ••• •• • • • •• • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • •• • • • • • • •• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12/16/2009 2 a- WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: DC Company Name: SMITH & SMITH DESIGN CORP Description: BOERNER RESIDENCE LEFT ELEVATION Structure Type Basic Wind Speed (V) 146 Struc Category (I, II, III, or IV, Exposure (B, C, or D) II C Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) 1 mph 3.0 14.0 Hz :12 Deg Hipped 1 19.00 22.67 20.83 57.08 66.58 ft ft ft ft ft Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Importance Factor j 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg 9.500 900.000 At = Bt Bm 0.105 1.000 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Cc * (33/z) ^0.167 I *(zm /33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 15.00 0.2281 427.06 ft 0.9070 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8761 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi •• •• • • • • •. • Condition Gcpl Max + Max - Open Buildings 0.00 0.00 Partially €nclosed p iildings 0.55 -0.55 r. cjIstd thtldirgp 0.18 -0.18 r;clbsbd230naInls 0.18 -0.18 • ••• • • • • •• • • • • • • •• • • • • ••• • • • •• • • • • • • •• • • • • • • • • • •• ••• • • • • • • • • •• ••• • •••• ••••••• • • • • • • • • • • • • • • Developed by Me:a E%,tenpQsesil1. Cdpyrigpinp SMITH SMITH DESIGN CORP ••• • • • ••• • • Page No. 1 of 2 12/16/2009 o 12.E WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.708 = => a a Hipped Roof 7 < Theta < =27 5.71 ft Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ftA2) Zone GCp Nind Press (Ib /ftAZ Max Min Max Min 16.DOOR 2.66667 6.833333 18.22 4 0.95 -1.05 56.29 -61.25 17 DOOR 3.33333 6.833333 22.78 4 0.94 -1.04 55.44 -60.40 18 WINDOW 3 3 9.00 5 1.00 -1,40 58.57 -78.43 19 WINDOW 1.5 3 4.50 5 1.00 -1.40 58.57 -78.43 20 WINDOW 3 3 9.00 5 1.00 -1,40 58.57 -78.43 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • Developed by Meta Eitiopr:eiIns.Ciyr( egg SMITH SMITH DESIGN CORP ••,• • • • ••• • • Page No. 2 of 2 PROJECT : CLIENT �lTcM� t JOB DESCRIPTION : DATE MINORS APPROA0(l PAGE :, # RESIGN BY :; REVIEW BY :', a :::. a 1 WIND DATA V = 146 mph Wind speed Fig 6-1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building (B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd =1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure ( mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 5.71 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 35.0 PSF Span = 6.67 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 1.00 ft Truss / Rafter Overhang Tribute Nei!. ht = 9.00 ft Wind Calculations GCP = 0.47 ( Roof Zone 1,2,3 Positive ) GCP = -0.88 ( Roof Zone 1,Negative ) GCP = -1.61 ( Roof Zone 2,Negative ) GCP = -2.50 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -3.50 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 14.2 PSF -52.8 PSF -89.1 PSF -132.9 PSF 32.1 PSF -34.9 PSF -71.2 PSF -132.9 PSF -100.3 PSF -182.4 PSF -46.9 PSF Cp = 0.80 L/B = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Flq. 6-6 l Cp = 0.80 L/B = 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ( Leeward Wall Flu. 6-6), (Parallel to Truss) Internal Pressure is not a factor Connector Desi_ n Calculations : Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 32.1 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Uplift (W) = -427 Ibs ( D) = 563 Ibs II (L1) = 576 lbs -I- (L2) = 494 Ibs Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity 11 Capacity L2 Capacity NVHTA 22 NU -VUE 1 Units 2649 Ibs 1575 Ibs 2175 Ibs Load Check • • • • • • • • • • • • • : 4044 : : •; 75 • • <1 Okl I 81.75 wt.= • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • • •• •• • • • 427 Ibs • 7� 6 I 2649 Ibs ti •1575 Nose' • ••• • • • • • • • • • • • • •• • • ••• • • • • • • • • • •• PROJECT : CLIENT JOB DESCRIPTION.. � • 5i _ DATE : PAGE : DESIGN BY:� REVIEW BY:� NIWFR$ >APPROACFi WIND DATA V = 146 mph Wind speed Fig 6-1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73. Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building (B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z= 20.83ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable =1, Hip = 2 q = 49.64 psf Wind pressure @ mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a =5.71ft MEMBER DATA ' s = 2.00 ft Truss / Rafter spacing Roof DL 5 b PSF . Span = 27.75 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 0.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations 1 GCP = 0.30 ( Roof Zone 1,2,3 Positive ) GCP = -0.80 ( Roof Zone 1,Negative ) GCP = -1.20 ( Roof Zone 2,Negative ) GCP = -2.00 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -2.50 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 6.0 PSF -48.6 PSF -68.5 PSF -108.2 PSF 23.8 PSF -30.8 PSF -50.6 PSF -108.2 PSF -100.3 PSF -133.0 PSF -46.9 PSF Cp = 0.80 UB= 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fig. 6-61 Cp = 0.80 UB= 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fig. 6-6) ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 23.8 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100,3 PSF Calculations Net Uplift ( W ) = - 10241bs Gravity ( D ) = 1804 lbs SHEAR 11 (L1 ) = 576 lbs SHEAR -I- (L2) = 494 lbs Connector Properties : Combined Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NVHTA 22 NU -VUE 1 Units 2649 lbs 1575 lbs 2175 lbs Load Check 4 • • • • • • • •• • • • 494 its • • • • • • • • .• •198 • • <1 Okl l • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •e •• • • • 1024 Ibs • 576 II ' 2649 lbs • •1t74,11�1 4.5 �6 = • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • • PROJECT : CLIENT JOB DESCRIPTION tT �1' PAGE : DESIGN BY : Cif DATE REVIEW BY : E MWFRS APPROACH Y WIND DATA V = 146 mph Wind speed Fig 6-1 b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building ( B ) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z= 20.83ft Kz = 0.91 Kd= 1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure t mean roof height GCPI = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 5.71 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 35.0 PSF Span = 21.75 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 1.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations GCp = 0.30 ( Roof Zone 1,2,3 Positive ) GCP = -0.80 ( Roof Zone 1,Negative ) GCP = -1.20 ( Roof Zone 2,Negative ) GCP = -2.00 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -2.50 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPI + GCP1 ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 6.0 PSF -48.6 PSF -68.5 PSF -108.2 PSF 23.8 PSF -30.8 PSF -50.6 PSF -108.2 PSF -100.3 PSF -133.0 PSF -46.9 PSF Cp = 0.80 UB= 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fia. 6-61 Cp = 0.80 UB= 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fia. 6-61 ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations : Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 23.8 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Uplift (W) _ -983 Ibs (D) = 1544 Ibs H (L1 ) = 576 Ibs -1- (L2) = 494 Ibs Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity L1 Capacity 1.2 Capacity NVHTA 22 NU -VUE 1 Units 2649 Ibs 1575 Ibs 2175 Ibs Load Check. • ••• • • • • •�4 • • • • • • • • • i W.96' <1 Okl l • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • 983 Ibs • • 576 let • 2649 Ibs ; • 5 i757 lbc +• i 751tis ° • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • PROJECT: • CLIENT . '5 JOB DESCRIPTION.: alp � a :. • g . • .. ° ID PAGE; e ,. 1� DESIGN BY :` ` DATE ? REVIEW BY: IMF 9APPRtiACH WIND DATA V = 146 mph Wind speed Fig 6 -1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building ( B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z= 20.83ft Kz = 0.91 Kd =1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure @ mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 5.71 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 35.0 PSF Span = 7.83 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 3.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations GCP = 0.44 ( Roof Zone 1,2,3 Positive ) GCP = -0.87 ( Roof Zone 1,Negative ) GCP = -1.54 ( Roof Zone 2,Negative ) GCP = -2.41 ( Roof Zone 3, Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -3.33 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - *Zone 3 - 12.8 PSF -52.1 PSF -85.6 PSF -128.7 PSF 30.7 PSF -34.2 PSF -67.7 PSF -128.7 PSF -100.3 PSF -174.1 PSF -46.9 PSF Cp = 0.80 UB = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fla. 6-61 Cp = 0.80 UB = 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ) j Leeward Wall Fla. 6-6) ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations : Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 30.7 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Uplift (W) = -831 lbs ( D) = 899 Ibs 11 (L1 ) = 576 Ibs -I- (L2) = 494 Ibs Net Gravity SHEAR SHEAR Connectorr Properties : Combined Denomination Menufac. # Uplift Capacity L1 Capacity L2 Capacity NVHTA 22 NU -VUE 1 Units 2649 Ibs 1575 Ibs 2175 lbs toad Check i • • • • • • • • • • • • 494 s • • • • • *21:75161.° : Q91••• <1 Okll • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • • •• •• • 831 Ibs • • 57619. 2649 lbs - i,1 %7yl(0a+ • ••• • • • • • • • • • • • • •• • • ••• • • • • • • • • • •• PROJECT : CLIENT 1kif�11+O�l^3�(CakN JOB DESCRIPTION. PAGE :+y i�i� DESIGN BY : DATE REVIEW BY : IVwns :p ppROACt WIND DATA V = 146 mph Wind speed Fig 6-1b, pg 37 I = 1.0 Importance Factor, Table 6-1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building ( B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z= 20.83 ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure @ mean roof height GCP* = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 5.71 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 35.0 PSF Span = 7.83 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 0.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations GCP = 0.44 ( Roof Zone 1,2,3 Positive ) GCP = -0.87 ( Roof Zone 1,Negative ) GCP = -1.54 ( Roof Zone 2,Negative ) GCP = -2.41 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -3.33 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCP* + GCP* ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 12.8 PSF -52.1 PSF -85.6 PSF -128.7 PSF 30.7 PSF -34.2 PSF -67.7 PSF -128.7 PSF -100.3 PSF -174.1 PSF -46.9 PSF Cp = 0.80 LIB = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fiq. 6-61 Cp = 0.80 L/B = 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Flo. 6-61 ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations : Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 30.7 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Uplift ( W) = -289 Ibs ( D) = 509 lbs 11 (L1 ) = 576 Ibs -I- (L2) = 494 Ibs Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NVHTA 22 NU -VUE 1 Units 2649 lbs 1575 Ibs 2175 lbs Load Check* • • • • • • • • • Albs• • • • • • • • • b'7 • • • <1 Ok! I • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • . • •• •• • 289 lbs • • 576 Itio 4 2649 Ibs i • t57f a "M •Z 75 Iles° • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • PROJECT : CLIENT JOB DESCRIPTION.: PAGE: [��1P s DESIGN BY : DATE REVIEW BY : MWFRaAPPRCii OH WIND DATA V = 146 mph Wind speed Fig 6-1b, pg 37 1= 1.0 Importance Factor, Table 6 -1 page 73 Building Category = H Table 1 -1 pg 4 Exposure = C Page 28 Length of Building ( L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building ( B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure © mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 5.71 ft MEMBER DATA s = 3.00 ft Truss / Rafter spacing Roof DL = 35.0 PSF Span = 5.50 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 3.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations GCP = 0.46 ( Roof Zone 1,2,3 Positive ) GCP = -0.88 ( Roof Zone 1,Negative ) GCP = -1.59 ( Roof Zone 2,Negative ) GCP = -2.47 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -3.44 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCP1 + GCPI ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 13.7 PSF -52.5 PSF -87.9 PSF -131.5 PSF 31.6 PSF -34.7 PSF -70.1 PSF -131.5 PSF -100.3 PSF -179.6 PSF -46.9 PSF Cp = 0.80 L/B = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fla. 6-6) Cp = 0.80 L/B = 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fia. 6-6) ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations : Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 31.6 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Uplift ( W ) = -1117 Ibs ( D ) = 1121 lbs 11 (L1 ) = 0 lbs -I- (L2) = 0 lbs Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NVTA NU -VUE 2 Units 1145 lbs 250 lbs 500 lbs Load Check i • • • • • • • • • • • • Q Ib • 0 • • • • . • • <1 Ok11 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • • • •u• • • • • • • • • • ••• • • • • • • • • • • s• • • • •• •• • 1117 Ibs • • 0 Ibs► • 2290 lbs -; . i : + • ••• • • • • • • • • • • • • •• • • ••• • • • • • • • • • •• PROJECT: CLIENT : JOB DESCRIPTION. : PAGE: DESIGN BY : REVIEW BY : IVIINFRS`APPROACH WIND DATA V= 146 mph I = 1.0 Building Category = II Exposure = C Length of Building ( L) = 66.58 ft Width of Building ( B) = 57.08 ft Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt =1 slope of roof = 3.0/12 Roof Type = 2 q = 49.64 psf GCPi = +/- 0.18 G = 0.85 a = 5.71 ft Wind speed Fig 6 -1 b, pg 37 Importance Factor, Table 6 -1 page 73 Table 1 -1 pg 4 Page 28 Parallel to Truss / Rafter Direction Perpendicular to Truss / Rafter Direction 14.04° Gable = 1, Hip = 2 Wind pressure © mean roof height Gust Effect Factor 6.5.8.1 page 30 MEMBER DATA s = 3.00 ft Span = 11.17 ft Overhang = 0.00 ft Tributary Height = 9.00 ft Truss / Rafter spacing Truss / Rafter Total Span Truss 1 Rafter Overhang Roof DL = 35.0 PSF Roof LL = 30.0 PSF Wind Calculations GCP = 0.38 GCP = -0.84 GC), = -1.39 GCP = -2.23 GCP = -2.20 GC = -2.96 ( Roof Zone 1,2,3 Positive ) ( Roof Zone 1,Negative ) ( Roof Zone 2,Negative ) ( Roof Zone 3,Negative ) ( Overhang Zone 2,Negative ) ( Overhanq Zone 3,Negative Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 9.7 PSF -50.5 PSF -78.0 PSF -119.6 PSF 27.6 PSF -32.7 PSF -60.1 PSF -119.6 PSF -100.3 PSF -155.7 PSF -46.9 PSF Cp = 0.80 UB = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF f Windward Wall Flu. 6-6 Cp = 0.80 UB = 0.86 ( Leeward Wall Fin. 6-6) Cp = -0.50 ( Parallel to Truss) Windward + Leeward = 54.9 PSF ( Internal Pressure is not a factor for Windward + Leeward ) Connector Design ( Perpendicular to Truss ) Max. Vertical Wind ( -) = -46.9 PSF Max. Vertical Wind ( +) = 27.6 PSF Max. Gravity = 65.0 PSF Calculations : Net Uplift (W) = -618 Ibs Gravity ( D ) = 1089 Ibs SHEAR 11 (L1 ) = 0 Ibs SHEAR -1- (L2) = 0 Ibs Connector Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Vertical Wind Overhang = -100.3 PSF Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NVTA NU -VUE 2 Units 1145 Ibs 250 Ibs 500 Ibs Combined Load Check . • • • • • • • • • • • • • • •• • • • • • • • • • I • • • • • • 618 Ibs .11_01 Q 27 • <1 Ok11 2290 Ibs • 50016s• aa • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •r_• • • •• •• ••• • • • PROJECT � • � �1 PAGE • 4 ' s � z CLIENT . DESIGN BY : JOB DESCRIPTION.: M DATE r REVIEW BY MWFRS APPROACH: WIND DATA V = 146 mph Wind speed Fig 6 -1b, pg 37 I = 1.0 Importance Factor, Table 6-1 page 73 Building Category = 11 Table 1 -1 pg 4 Exposure = C Page 28 Length of Building ( L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building ( B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt= 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure @ mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a =5.71 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 35.0. PSF Span = 6.67 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 1.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations GCP = 0.47 ( Roof Zone 1,2,3 Positive ) GCP = -0.88 (Roof Zone 1,Negative ) GCP = -1.61 ( Roof Zone 2,Negative ) GCP = -2.50 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -3.50 ( Overhang Zone 3, Negative ) Design Wind Pressure Components & Cladding MWFRS Roof Ove hang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 14.2 PSF -52.8 PSF -89.1 PSF -132.9 PSF 32.1 PSF -34.9 PSF -71.2 PSF -132.9 PSF -100.3 PSF -182.4 PSF -46.9 PSF Cp = 0.80 ( Windward WaII Fla. 6-61 Cp = 0.80 UB= 1.17 UB= 0.86 Cp = -0.50 ( Leeward WaII Flo. 6-61 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Parallel to Truss) Windward + Leeward = 54.9 PSF ( Perpendicular to Truss ) ( Interval Pressure is not a factor for Windward + Leeward ) Connector Design Max. Vertical Wind ( -) = -46.9 PSF Max Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 32.1 PSF Max. Horizontal Wind parallel to Truss = 54,9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Calculations : Net Uplift (W) = -427 Ibs Gravity ( D ) = 563 Ibs SHEAR II (L1) = 576 Ibs SHEAR L (L2) = 494 Ibs Connector Properties : Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NV358 22 NU -VUE 1 Units 3367 Ibs 2942 Ibs 2758 Ibs Combined Load Checki • • • • • • • • • • • • • • • 427 Ibs %6Ibs': :491 lb: : :060 • • <1 Okll 3367 Ibs +•1!9424b%•t' 2i198 lbw' • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ..•_� PROJECT: CLIENT : JOB DESCRIPTION. : WIND DATA MWERB APPROACH PAGE: DESIGN BY : REVIEW BY : V = 148 mph I = 1.0 Building Category = II Exposure = C Length of Building (L ) = 66.58 ft Width of Building ( B) = 57.08 ft Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 Roof Type = 2 q = 49.64 psf GCPi = +/- 0.18 G = 0.85 a = 5.71 ft Wind speed Fig 6-lb, pg 37 Importance Factor, Table 6-1 page 73 Table 1 -1 pg 4 Page 28 Parallel to Truss / Rafter Direction Perpendicular to Truss / Rafter Direction 14.04° Gable = 1, Hip = 2 Wind pressure ® mean roof height Gust Effect Factor 6.5.8.1 page 30 MEMBER DATA s = 2.50 ft Span = 27.75 ft Overhang = 0.00 ft Tributary Height = 9.00 ft Truss / Rafter spacing Truss / Rafter Total Span Truss / Rafter Overhang Roof DL = 35.0 PSF Roof LL = 30.0 PSF Wind Calculations GCP = 0.30 GCP = -0.80 GCP = -1.20 GCP = -2.00 GCP = -2.20 GCP = -2.50 ( Roof Zone 1,2,3 Positive ) ( Roof Zone 1,Negative ) ( Roof Zone 2,Negative ) ( Roof Zone 3,Negative ) ( Overhang Zone 2,Negative ) ( Overhang Zone 3,Negative ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPI + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 6.0 PSF -48.6 PSF -68.5 PSF -108.2 PSF 23.8 PSF -30.8 PSF -50.6 PSF -108.2 PSF -100.3 PSF -133.0 PSF -46.9 PSF CP = 0.80 UB = 1.17 CP = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fia. 6 -6 ( Leeward Wall Fla. 6-6 Cp= 0.80 UB = 0.86 CP = -0.50 ( Parallel to Truss) Windward + Leeward = 54.9 PSF ( Internal Pressure is not a factor for Windward + Leeward ) Connector Design ( Perpendicular to Truss ) Calculations • Max. Vertical Wind ( -) = -46.9 PSF Max. Vertical Wind ( +) = 23.8 PSF Max. Gravity = 65.0 PSF Net Uplift ( W ) _ -1280 Ibs Gravity ( D) = 2255 Ibs SHEAR (L1) = 720 Ibs SHEAR -I- (L2) = 617 Ibs Connector Properties : Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Vertical Wind Overhang = -100.3 PSF Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NV358 22 NU -VUE 1 Units 3367 Ibs 2942 Ibs 2758 Ibs Combined Load Check • • • • • • • • • • • • •• 1280 Ibs • 420 Ibs. • ea •i bit • •Q 45 • <1 Okll 3367 Ibs .2,942 Wit 27 ILte • • • • • • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • ••• • • • ••• • PROJECT: CLIENT : JOB DESCRIPTION. : PAGE: DESIGN BY : REVIEW BY : MMWFRSftPPROAoH V= 146 mph I = 1.0 Building Category = II Exposure = C Length of Building ( L) = 66.58 ft Width of Building ( B) = 57.08 ft Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 Roof Type = 2 q = 49.64 psf GCPi = +/- 0.18 G = 0.85 a = 5.71 ft s = 2.50 ft Span = 21.75 ft Overhang = 1.00 ft Tributary Height = 9.00 ft GCP = 0.30 GCP = -0.80 GCP = -1.20 GCP = -2.00 GCP = -2.20 GCP = -2.50 WIND DATA Wind speed Fig 6 -1b, pg 37 Importance Factor, Table 6 -1 page 73 Table 1 -1 pg 4 Page 28 Parallel to Truss / Rafter Direction Perpendicular to Truss / Rafter Direction 14.04° Gable = 1, Hip = 2 Wind pressure © mean roof height Gust Effect Factor 6.5.8.1 page 30 MEMBER DATA Truss / Rafter spacing Truss / Rafter Total Span Truss / Rafter Overhang Wind Calculations Roof DL = 35.0 PSF Roof LL = 30.0 PSF ( Roof Zone 1,2,3 Positive ) ( Roof Zone 1,Negative ) ( Roof Zone 2,Negative ) ( Roof Zone 3,Negative ) ( Overhang Zone 2, Negative ) ( Overhang Zone 3,Negative ) Design Wind Pressure Components & Cladding MWFRS Roof' Overhang Roof - GCPi + GCPI ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 6.0 PSF -48.6 PSF -68.5 PSF -108.2 PSF 23.8 PSF -30.8 PSF -50.6 PSF -108.2 PSF -100.3 PSF -133.0 PSF -46.9 PSF Cp = 0.80 LB = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fin. 6 -6 Calculations : Cp = 0.80 UB = 0.86 ( Leeward Wall Fia. 6-6) Cp = -0.50 ( Parallel to Truss) Windward + Leeward = 54.9 PSF ( Interval Pressure is not a factor for Windward + Leeward ) Max. Vertical Wind ( -) = -46.9 PSF Max. Vertical Wind ( +) = 23.8 PSF Max. Gravity = 65.0 PSF Net Uplift ( W) = -1229 Ibs Gravity ( D) = 1930 lbs SHEAR II (L1 ) = 720 Ibs SHEAR -1- (L2) = 617 lbs Connector Properties : Connector Design ( Perpendicular to Truss ) Max. Horizontal Wind perpendicular to Truss = 54.9 I'SF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Vertical Wind Overhang = -100.3 PSF Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NV358 22 NU -VUE 1 Units 3367 Ibs 2942 Ibs 2758 Ibs Combined Load Check : • • • • • • • • • • • • • • •• 1229 I s •720 Ib:t • X619 Ibs $403 • • <1 Okl I 3367 lbs +• a42ihs• 2758165 • • • • • • • • • • • • • • ••• • • • • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• PROJECT: CLIENT : JOB DESCRIPTION. : 4 ts: APPROACH PAGE: DESIGN BY : REVIEW BY : WIND DATA V= 146 mph I = 1.0 Building Category = II Exposure = C Length of Building (L) = 66.58 ft Width of Building ( B) = 57.08 ft Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 Roof Type = 2 q = 49.64 psf GCPI = +/- 0.18 G = 0.85 a = 5.71 it Wind speed Fig 6 -1b, pg 37 Importance Factor, Table 6 -1 page 73 Table 1 -1 pg 4 Page 28 Parallel to Truss / Rafter Direction Perpendicular to Truss / Rafter Direction 14.04° Gable = 1, Hip = 2 Wind pressure © mean roof height Gust Effect Factor 6.5.8.1 page 30 MEMBER DATA s = 2.25 ft Span = 6.67 ft Overhang = 1.00 ft Tributary Height = 9.00 ft Truss / Rafter spacing Truss / Rafter Total Span Truss / Rafter Overhang Roof DL = 35.0 PSF Roof LL = 30.0 PSF Wind Calculations GCP = 0.46 GCP = -0.88 GCP = -1.61 GCP = -2.49 GCP = -2.20 GCP = -3.49 ( Roof Zone 1,2,3 Positive ) ( Roof Zone 1,Negative ) ( Roof Zone 2,Negative ) ( Roof Zone 3,Negative ) ( Overhang Zone 2,Negative ) ( Overhang Zone 3,Negative ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - (+) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 14.1 PSF -52.7 PSF -88.9 PSF -132.7 PSF 32.0 PSF -34.9 PSF -71.1 PSF -132.7 PSF -100.3 PSF -182.1 PSF -46.9 PSF Cp = 0.80 UB = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Windward Wall Fia. 6-6 C,= 0.80 UB = 0.86 ( Leeward Wall Fia. 6-6 Cp = -0.50 ( Parallel to Truss) Windward + Leeward = 54.9 PSF ( Internal Pressure is not a factor for Windward + Leeward ) ( Perpendicular to Truss ) Connector Design Calculations : Max. Vertical Wind ( -) = -46.9 PSF Max. Vertical Wind ( +) = 32.0 PSF Max. Gravity = 65.0 PSF Net Uplift ( W) = -480 Ibs Gravity ( D ) = 634 Ibs SHEAR 11 (L1 ) = 648 Ibs SHEAR -I- (L2) = 555 Ibs Connector Properties : Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Vertical Wind Overhang = -100.3 PSF Denomination Manufac. # Uplift Capacity .L1 Capacity L2 Capacity NV358 22 NU -VUE 1 Units 3367 Ibs 2942 Ibs 2758 Ibs Combined Load Check :. • • • • • • • • • • 480 Ibs • #48 Ib* i ..44 lbe • • 6 • <1 Oki! 3367 Ibs +• 0421b•ai 2j�8 ID e=• i •• • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • •• • •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • PROJECT . CLIENT: JOB DESCRIPTION i sc DESIGN DATE REVIEW PAGE : BY • BY : Ma MWFRS APPROACH WIND DATA V = 146 mph Wind speed Fig 6-1b, pg 37 I = 1.0 Importance Factor, Table 6-1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building ( L) = 66.58 ft Parallel to Truss / Rafter Direction Width of Building (B) = 57.08 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 20.83 ft . z= 20.83ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 14.04° Roof Type = 2 Gable = 1, Hip = 2 q = 49.64 psf Wind pressure © mean roof height GCPI = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 5.71 ft MEMBER DATA s = 2.25 ft Truss / Rafter spacing Roof DL = 35.0 PSF Span = 27.75 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 0.00 ft Truss / Rafter Overhang Tributary Height = 9.00 ft Wind Calculations GCP = 0.30 ( Roof Zone 1,2,3 Positive ) GCP = -0.80 ( Roof Zone 1,Negative ) GCP = -1.20 ( Roof Zone 2,Negative ) GCP = -2.00 ( Roof Zone 3,Negative ) GCP = -2.20 ( Overhang Zone 2,Negative ) GCP = -2.50 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 6.0 PSF -48.6 PSF -68.5 PSF -108.2 PSF 23.8 PSF -30.8 PSF -50.6 PSF -108.2 PSF -100.3 PSF -133.0 PSF -46.9 PSF Cp = 0.80 UB= 1.17 Cp = -0.50 Windward + Leeward = 5.4.9 PSF ( Windward Wall Fia. 6-6) Cp = 0.80 UB= 0.86 Cp = -0.50 Windward + Leeward = 54.9 PSF ( Perpendicular for Windward + Leeward ) 1 Leeward Wall Fia. 6 -61 ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations ; Max. Vertical Wind ( -) = -46.9 PSF Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Vertical Wind ( +) = 23.8 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Gravity = 65.0 PSF Max. Vertical Wind Overhang = -100.3 PSF Uplift (W) _ -1152 lbs ( D ) = 2029 lbs 11 (L1 ) = 648 lbs -I- (L2) = 555 lbs Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NV358 22 NU -VUE 1 Units 3367 lbs 2942 lbs 2758 lbs Load Check! • • • • • • • • • • • • • • 9.55:oso• :•:7611. . <1 Okl! Iles = • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ' • 1152 lbs •,948161: • 2941i ibis +.4E358 ••• • • • • •• • • • • • • • • • • •• •• 3367 lbs t • • • • • • • • • • ••• • PROJECT: CLIENT : JOB DESCRIPTION. : V = 146 mph I = 1.0 Building Category = II Exposure = C Length of Building ( L) = 66.58 ft Width of Building ( B) = 57.08 ft Mean Roof Height = 20.83 ft z = 20.83 ft Kz = 0.91 Kd = 1 Kzt = 1 slope of roof = 3.0/12 Roof Type = 2 q = 49.64 psf GCPI = +/- 0.18 G = 0.85 a = 5.71 ft Wind speed Fig 6-1b, pg 37 Importance Factor, Table 6 -1 page 73 Table 1 -1 pg 4 Page 28 Parallel to Truss / Rafter Direction Perpendicular to Truss / Rafter Direction 14.04° Gable = 1, Hip = 2 Wind pressure G mean roof height Gust Effect Factor 6.5.8.1 page 30 MEMBER DATA s = 2.25 ft Span = 21.75 ft Overhang = 1.00 ft Tributary Height = 9.00 ft Truss / Rafter spacing Truss / Rafter Total Span Truss / Rafter Overhang Roof DL= 35.0 PSF . Roof LL = 30.0 PSF Wind Calculations GCP = 0.30 GCP = -0.80 GCP = -1.20 GC!. = -2.00 GCP = -2.20 GC = -2.50 ( Roof Zone 1,2,3 Positive ) ( Roof Zone 1,Negative ) ( Roof Zone 2,Negative ) ( Roof Zone 3, Negative ) ( Overhang Zone 2,Negative ) • Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPI + GCPi ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 6.0 PSF -48.6 PSF -68.5 PSF -108.2 PSF 23.8 PSF -30.8 PSF -50.6 PSF -108.2 PSF -100.3 PSF -133.0 PSF -46.9 PSF CP = 0.80 L/B = 1.17 Cp = -0.50 Windward + Leeward = 54.9 PSF Calculations : ( Windward Wall Flo. 6 -6) CP = 0.80 1 Leeward Wall Fla. 6 -6 UB = 1 -0.5 Cp = -0.50 ( Parallel to Truss) Windward + Leeward = 54.9 PSF ( Internal Pressure is not a factor for Windward + Leeward ) Connector Design Max. Vertical Wind ( -) = -46.9 PSF Max. Vertical Wind ( +) = 23.8 PSF Max. Gravity = 65.0 PSF Net Uplift ( W ) = - 11061bs Gravity ( D) = 1737 lbs SHEAR u (L1 ) = 648 lbs SHEAR J- (L2) = 555 Ibs Connector ( Perpendicular to Truss ) Max. Horizontal Wind perpendicular to Truss = 54.9 PSF Max. Horizontal Wind parallel to Truss = 54.9 PSF Max. Vertical Wind Overhang = -100.3 PSF Denomination Manufac. # Uplift Capacity L1 Capacity L2 Capacity NV358 22 NU -VUE 1 Units 3367 Ibs 2942 Ibs 2758 lbs Combined Load Check : •• ••• • • • 1106 Ibs •648 Ibs • 596Ibal • 3367 Ibs + 2t42 Ibs t 5 Ibi = i •• ••• •• • • • • • • • • • • • ••• • • • •• • ••• • • • • • • • • • • • • •• • •• • • • • • • • • • • • • •• .•• 0 5 • • <1 Oki! • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • ARBAB ENGINEERING, INC. CONSUL ING ENGINEERS 3385 N.E. 10310. St.. SUITE # 701 NONTN MIAMI 06*00, 11.0180* 33100 PROtd. NO. (306) 040 -3666 FAX. NQ (308) 940-3273 PROJECT: CLIENT : JOB N° : INPUT DATA : LOADS f Ec = 4030.51 ksi FY = b= h= cover = d = 16.00 in IcR = 1749.60 1n4 Sxx = 194.40 in3 INPUT DATA : SPAN 1 = SPAN 2= SPAN 3 = IW = 345.60 in4 FROM ROOF : �Y T` WTRIBUTARY = �� ! r0 x2F, DL = 525.00 Ibslft LL = 450.00 Ibs /ft FROM FLOOR : WTRIBUTARY = = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM STAIRBALCONY: WTRIBUTARY = DL = 0.00 Ibslft LL = 0.00 Ibslft Area = 144.00 in2 %Cr. = F.S. = 1.38 WIND LOAD : WTRIBUTARY = HORIZ. WIND = 0.00 Ibslft PAGE : DESIGN BY : REVIEW BY : AGI 31805 Windward + Leeward = Concr. Weight = Reinf. Wall = Glass Weight = DESIGN LOADS ROOF : DL = LL = INTERMEDIATE FLOOR : DL =1 LL = GLASS WALL: THICKNESS = HEIGHT = DL = 0.00 Ibs /ft FROM GROUND SLAB : MASONRY WALL : WTRIBUTARY = „ HEIGHT = DL = 0.00 Ibs /ft DL = 0.00 Ibslft LL = 0.00 Ibslft FROM DECK/EXTERIORS : WTRIBUTARY = DL = 0.00 Ibslft LL = 0.00 Ibs /ft TOJ•QLrQAt • • • • •• LOAD CASE TO USE Qu = 1524.00 Ibslft • ••• • • • • W = 0.00 Ibs /ft • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • •• • SELFWEIGHT : AREA = 1.00 ft2 DL = 145.00 Ibs /ft DL'. 670 *0••IF /iL LL'' 450.80 Ibslft• • • •• ••• • •• • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STAIRS & BALCONIES : DL = LL GROUND FLOOR : DL = LL = POOL DECK & EXT. SLAB : DL LL = ( For Vertical Load ) ( For Horizontal Load ) ARBAB ENGINEERING, INC. CON0VLTIN6 13)NGINH)ER6 3383 NS 103rd 8t. SUITE ♦ 701 NORTH MIAMI BEACH, FLCRIOA 33180 PHONE N0. (300) 910 -3088 FAX. N0. (300)418 -9273 PROJECT: CLIENT : JOB N° • PAGE : DESIGN BY • REVIEW BY : AC1.318 O5 LOADS : REACTIONS SUPPORT 1 SUPPORT 2 SUPPORT 3 SUPPORT 4 DL = pt.= DL = DL = ( FOR ULTIMATE LOAD ) LL = LL = LL = LL = •• ••• • • • • • •• IMMEDIATE DEFLECTION CiIe0IS ; • • •• ( USING IcR ESTIMATED ) • ••••••• • • •• ••• •• • • • •• AmAx = 0.0145 in ( DEAD LOAD ONLY ) AALLOWA6LLi • 1 Qir • • • �" • S • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • ••• • ••• • • • • ••• • • TOTAL = TOTAL = TOTAL = TOTAL = • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ARBAB ENGINEERING, INC. PROJECT : CLIENT : JOB N° : CONSVLTIN4 EN4IIVEERS 3383 N.E. 163rd. St. SUITE { 701 NOFUH MIAMI REACH. FLORIDA 37150 P{gtS ND (3N0 040 -3088 FM. NO. (303) N0-3273 INPUT = Fy = b= d= Mu = Vu = 5.00 ksi 60.00 ksi 8.00 in 16.00 in 16.64 ft-kips 9.34 kips Light weight concrete factor (NW =1, LW =.75) = CRACK CONTROL: Ma = Cover = TORSION: Tu = h = 14.00 in NEGLECT TORSION Di EG st to CL Tie ft -kips 2.00 in ft -kips CONCRETE BEAM DESIGN cupiNgi As = 0.23 in2 As MIN = 0.31 in2 As mAx = 3.22 in2 SHEAR OvVc = 13.58 k Vs (REQ.) = 0.00 k TCR = At/s = Av +2At/s = Av +2At(m) = AI /4 = Total As = BEAM BOTTOM REINFORCING # of bars As 2 #4 0.39 in2 2 #5 0.61 in2 1#6 0.44 in2 1 #7 0.60 in2 1 #8 0.79 in2 1 #9 0.99 in2 1 #10 1.23 in2 1 #11 1.48 in2 TORSION 5.04 ft-kips 0.00 in2 0.00 in2 0.01 in2 0.00 in2 0.23 in2 STIRRUPS Size 2 legs 4 legs #3@ 8.0 in 8.0 in #4@ 8.0 in 8.0 in #5@ 8.0 in 8.0 in #6@ 8.0 in 8.0 in Max Rebar ypacina for dract`ccntrol' •13.71 in • •• ••• •O • • • ••• • •• • • • • ••• ••• • • • • •i ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 N.E. 103rd. St. SU11E # 701 NORTH MIAMI BEACH. FLORIDA 33180 PHONE NO. (383) 840 -3080 FAX NO. (308) 040 -3173 iNmE fa = 5.00 ksi Fy = 60.00 ksi b= 8.00 in d= 16.00 in Mu = 11.95 ft-kips Vu = 9.34 kips Light weight concrete factor (NW =1, LW =.75) = CRACK CONTROL: Ma = Cover = TORSION: Tu = h= 14.00 in NEGLECT TORSION Dist to CL Tie` ft-kips 2.00 in # of bars 2#4 1 #5 1#6 1 #7 1 #8 1 #9 1 #10 1 #11 ft-kips PROJECT: CLIENT : JOB N° CONCRETE BEAM DIG ESN BENDING As = 0.17 in2 As MIN = 0.22 in2 As MMAx = 3.22 in2 SHEAR �V= 13.58k Vs (REQ.) = 0.00 k TCR At/s = Av +2At/s = Av +2At(m) = AI /4 = Total As = BEAM BOTTOM REINFORCING STIRRUPS Size 2 Iegs #3@ 8.O in #4@ 8.Oin #5@ 8.O in #6@ 8.O in As 0.39 in2 0.31 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 5.04 ft-kips 0.00 in2 0.00 in2 0.01 in2 0.00 in2 0.17 in2 4 legs 8.0 in 8.0 in 8.0 in 8.0 in •• ••• Max RebarSpacinji for�crack cZ,n rgl •-L 13.64 in . ' • • • • • : • • • BEAM REINFORCING •• ••• '•• '•' • • ••0 Use 2 # 6 Top • •• • • •• • • • ••• • • • •••. • • • • • • ••••• .. • • • • •• • • • • • • ••• • •• •• •• • • • Use 2 # 6 Bottom Use Stirrups # 3 @ 8" p = 0.00131 P MIN = 0.00175 per= 0.02515 PAGE : DESIGN BY : REVIEW BY : ACI 31805 Av / S = 0:00 in2 Av / S MIN = 0.01; in2_ (Torsion steel all 4 faces) (As plus AI/4) ••• • • • • .•• • • • • • ••• • • • • • • • • • • • • • •e • •* •• • • • ••'•• • • ••• • • ARBAB ENGINEERING, INC. CONSULTING EN G- INEERS 3353 N.E. 183rd. St. SUITE .B 701 NORTH MIAMI BNAO1. ROOIDA 33180 PHONE NO. (3081 8W0 -3088 FM. NO. (360) 915 -3273 PROJECT: CLIENT : JOB N° • DEFLECTION CALCULATION DIAM. AREA A's 0.88 in2 As �..w. 0.88 in2 Ec = 4030.51 Iasi Es = CENTROID LOCATION AND In FOR UNCRACKED SECTION : n = 7.20 Es n= Ec PAGE : r. DESIGN BY : REVIEW BY : ACI 318 -05 Ass n area (in2) n *area y; (in) yi *n *area I (in4) 7.20 As 7.20 Ac 0.88 0.88 144.00 6.36 6.36 144.00 2.00 16.00 9.00 12.71 101.72 1296.00 d (in) d2 (in2) d2 *n *area 0.00 0.00 3888.00 -7.00 7.00 0.00 49.00 49.00 0.00 156.71 I 1410.43 3888.00 y= 9.00in I9 = 4511.03 in4 CENTROID LOCATION AND I,nr FOR CRACKED SECTION : al = 1.00 a2 = 2.96 a3 = -26.80 9= 3.90 in IcR = 1108.68 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR /Is =0.246 HEIGHT OF COMPRESSION BLOCK : ••• • • • • . • •• • • • • •• • • • • •. • • . . •• • •.• • • •• ••• • • • •••• • pi = 1.05 s = =0. al = 35.70. •; • a2 =23.6: a3 = - 17440 : • • • • • • • • • • • .. • • • • • . •• • r 81 b t t 22 -�* • 0 b t � 33 1 = hy' +(n -1. (y - d')2 3 • • • • . • • • • • c z 'x.90 in ••• . .02 311.51 311.51 0.00 623.03 ••• • • • • • • ••• • • • • • • • • • • • ••. • • is • • • • • • • • • ••• � • • • • • • •• •- • ••• • • CONSVLTING ENGINEERS 3383 N.E. 183rd St. SUITE # 701 NORTH MZAN1 BEACH. FLORIDA 33180 PHONE M. (EON) 840 -3888 PPE. N0. (SOH) 940 -3273 DATE: CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : fr = 0.53 ksi MCR+ = 265.81 in -kips MAR' = 265.81 in -kips M0+ = 103.57 in -kips Mg = 144.21 in -kips le = 4511.03 in4 IMMEDIATE DEFLECTION CHECK : AMAX = 0.0092 in (9-10) ( DEAD LOAD + LIVE LOAD ) AALLOWABLE t14 �� ' fx x w Ok LONG TERM DEFLECTION CHECK : 5 years or more.. ....... 2.0 12 ................................ .......... ..................1.4 Smonths ....-........ ...... ........... . ....... ..... ......... .._......, 12 3 months .”........_ .................. ............................... 1.0 = 2.0 p' = 0.007 AA = 1.49 iiMAX = 0.0137 in AALLOWABLE cr PAGE : DESIGN BY : REVIEW BY : ACI 318 O5 + sap' ( DEAD LOAD + LIVE LOAD ) .Ok ••• ••• • • • 0 • • • •• • • • •• ••. • • • • • • • • . . • •• ••• ••• ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • •• • ••• • (9 -11) • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ARBAB ENGINEERING, INC. CONSULTING ENGIIVEE .S 3383 N.E. 183rd St.. SUITE # 701 NORTH MIAMI REACH. FLORIDA 53180 P18041 105 (308) 040 -2088 FAX. NO. (303) 940 -3273 PROJECT: CLIENT : JOB N° : INPUT DATA: LOADS = Ec = 4030.51 ksi FY = b = h= cover = d = 16.00 in 6 = 2624.40 1n4 Sxx = 291.60 in3 FROM ROOF : WTRIBUTARY = DL = 525.00 Ibs /ft LL = 450.00 Ibs /ft Area = 216.00 1n2 %Cr. = F.S. = 1.38 FROM FLOOR : WIND LOAD : WTRIBUTARY = WTRIBUTARY = DL = 0.00 Ibs /ft HORIZ. WIND = 486.45 Ibs /ft LL = 0.00 Ibs /ft FROM STAIR/BALCONY: GLASS WALL : WTRIBUTARY THICKNESS = s� �` � r;�`. DL = 0.00 Ibs /ft HEIGHT LL = 0.00 Ibs /ft DL = 0.00 Ibs /ft FROM GROUND SLAB : MASONRY WALL : WTRIBUTARY = ° HEIGHT = DL = 0.00 Ibs /ft DL = 0.00 Ibs /ft INPUT DATA : SPAN 1 = ='. SPAN 2= Windward + Leeward Concr. Weight = Reinf. Wall = Glass Weight = Iy7 = PAGE : DESIGN BY : REVIEW BY : ACI 318 -05 1166.40 1n4 DESIGN LOADS ROOF : DL = LL = INTERMEDIATE FLOOR : DL = LL = LL = 0.00 Ibs /ft FROM DECK/EXTERIORS : WTRIBUTARY = DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft TOTAI.LA4D. DES 742:5OJ Wit ; 14.; 4.540 1Fskt: • ••• • • • • • • • • • • • • •• • • • • •••• •••• •• • • ••• •• • • • •• • • • • ••• • •• • • • •• • • ••• • • • • • • • • • ••• • SELFWEIGHT : AREA = 1.50 ft2 DL = 217.50 Ibs /ft STAIRS & BALCONIES : DL = LL= GROUND FLOOR : DL LL = POOL DECK & EXT. SLAB : DL = LL = LOAD CASE TO USE Qu = 1611.00 Ibs /ft ( For Vertical Load ) W = 486.45 Ibs /ft ( For Horizontal Load ) ••• • • • • • ••• • • • • • ••• • • • • • • • • •• • • • • • • • • ••• • • • • • •• •• • • 0 •• • • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 N.E. )83r& St. SIFTS $ 781 NORMI LOAM MAd(, R°WUA 33190 1,13. (389) 949 -3899 FAX. NO. (788) $4C -273 PROJECT: CLIENT : JOB N° : I PAGE: DESIGN BY : REVIEW BY : Ac 3't. LOADS: MOMENT: REACTIONS SUPPORT 1 SUPPORT 2 SUPPORT 3 DL = DL = DL = ( FOR ULTIMATE LOAD ) LL = LL = LL = TOTAL = TOTAL = TOTAL = •• ••• • • • • IMMEDIATE DEFFECTIcv WIC!! : • . • • MAX A = 0.0277 in ( DEAD LOAD ONLY ) AALLOWABLE•'Z ! �r a Ok • • • • • •�• • • • • • i • • • • • • •• • • • • • • • • • •• • i•• '••• ( USING 6 ESTIMATED ) • • - • ••• • • • • • • • ••• • • • • • • • • •• • •• •• • • • • • • ••• • • • • • • • • • •• •• ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 N.E. 1831d. SG. SUITE # 701 NORTH MIAMI 9EAf9/. FtOt80A 33180 IRONS NQ (308) 840 -3008 FAX. NO. (393) 940 -3273 PROJECT: CLIENT : JOB N° : INPUT fc = 5.00 ksi Fy = 60.00 ksi b= 12.00 in d= 16.00 in Mu = 21.80 ft-kips Vu = 11.12 kips Light weight concrete factor (NW =1, LW =.75) = CRACK CONTROL: Ma = ft-kips Cover = 2.00 in TORSION: Tu = h= 14.00 in NEGLECT TORSION Dist to CL Tie= 15� # of bars 3#4 2 #5 1 #6 1 #7 1 #8 1#9 1 #10 1 #11 ft-kips CONCRETE BEAM DESIGN BENDING, As = 0.31 in2 As MIN = 0.41 in2 As M,ax = 4.83 in2 SHEAR Q vVc = 20.36 k Vs (REQ.) = 0.00 k TORSION, TAR = 9.59 ft-kips At/s = 0.00 in2 Av +2Atts = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.31 in2 BEAM BOTTOM REINFORCING STIRRUPS Size 2 Iegs 41egs #3 8.O in 8.O in #4@ 8.O in 8.O in #5 @ 8.0 in 8.0 in #6@ 8.O in 8.O in As 0.59 in2 0.61 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 Max Rebar pcM''far c rack contiol 7.13.68 in • •••.... •• ••• •• • • • •• • • ••. •• • • • . •••• ••• • •••• • • •• • •• • • • •• • • • • • •• •• • • • ••• • BEAM REINFORCING Use 3 # 5 Top Use 3 # 5 Bottom Use Stirrups # 3 @ 8" p = 0.00160 p MiN = 0.00213 p MA = 0.02515 PAGE: DESIGN BY : REVIEW BY : ACI 318.05 Av / S = 0.00 in2 Av /SMIN= 0.01 in2 (Torsion steel all 4 faces) (As plus AI /4) ••• • • • • ••. • • • • 0 • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• *II • • .•• • ARBAB ENGINEERING, INC. CONSULTING ENGIITEERS 3383 N.E. 183rd. St.. SUITE 1 701 NORTH MIAMI REACH. FLORIDA 33180 NOIE NO. (308) 940 -3085 FM. NO. 005) 918 -3273 INPUT = Fy = b= d= Mu _ Vu = 5.00 ksi 60.00 ksi 12.00 in 16.00 in 18.73 ft-kips 11.12 kips Light weight concrete factor (NW =1, LW =.75) = Vs (REQ.) = 0.00 k PROJECT: CLIENT : JOB N° : CONCRETE BEAM DESIGN )3ENDING, As = 0.26 in2 As MIN = 0.35 in2 As MAx = 4.83 in2 SHEAR O V0 = 20.36 k CRACK CONTROL: Ma = ` ft-kips Cover = 2.00 in TORSION: Tu = h = 14.00 in NEGLECT TORSION Dist to CL Tie = O ft -kips TO 1 TcR = 9.59 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.26 in2 BEAM BOTTOM REINFORCING # of bars As 2 #4 0.39 in2 2 #5 0.61 in2 1#6 0.44in2 1 #7 0.60 in2 1 #8 0.79 in2 1 #9 0.99 in2 1 #10 1.23 in2 1 #11 1.48 in2 STIRRUPS Size 2 legs 4 legs #3@ 8.0 in 8.0 in #4@ 8.0 in 8.0 in #5@ 8.0 in 8.0 in #6@ 8.0 in 8.0 in Max Rebar pacin$ for ora €k•co71{oI; •13.65 in • •• • • • • ••s ' •• ••• •• •• • • ••• • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • .• • • • •.• • • BEAM REINFORCING Use 3 # 5 Top Use 3 # 5 Bottom Use Stirrups # 3 @ 8" ••• • • • • •• • • • • • • ••• • • • • • • • •• • •• • '• • • • • •••• • ••• • • PAGE: DESIGN BY : REVIEW BY : ACI 318 -05 p = 0.00137 P MIN = 0.00182 per= 0.02515 Av /S =0.00in2 Av /S MIN = 0.01 in2 (Torsion steel all 4 faces) (As plus AI/4) h h ARBAB ENGINEERING, INC. CONSVLTING ENGINEERS 3383 N.E. 183rd St.. SUITE # 701 N001H 8)001 BEACH. FLORIDA 33160 80. (3031 040 -008 FM 80. (306) 040 -3473 PROJECT CLIENT : JOB N° PAGE : DESIGN BY : REVIEW BY : ACI 318 -05. A's = As = Ec = 4030.51 ksi Es = AREA 0.92 in2 0.92 in2 DEFLECTION CALCULATION CENTROID LOCATION AND to FOR UNCRACKED SECTION : n = 7.20 ES n = E area (in2) n *area yi (in) yi *n *area 1 (in4) d (in) d2 (in2) d` *n *area Ass 7.20 0.92 6.62 2.00 13.24 0.00 -7.00 49.00 324.49 As Ac 7.20 0.92 6.62 16.00 216.00 216.00 9.00 105.96 0.00 1944.00 5832.00 7.00 49.00 324.49 0.00 0.00 0.00 229.24 9= 9.00in • Ig = 6480.99 in4 2063.20 5832.00 CENTROID LOCATION AND Ixx FOR CRACKED SECTION : al = 1.00 a2 = 2.05 a3 = -18.61 9 =3.41 in IcR = 1219.66 in4 CRITICAL RATIO OF MOMENT OF INERTIA : ICR /Ig= 0.188 HEIGHT OF COMPRESSION BLOCK : R� = 1.05 E = €0 • • .... • . . . . . . . . . . • . . •• • • •.. • .. . • • • ••• •• • • ..• • •• • • t +2 l) +2n4 p 2(n- 11Q; +2nok b b a9 a3 a3 IQ = 1by3 +(n- 1(y- d' }l +nA(d -yy 3 al = 53.55. a2 = 24.8; • • ••• .•. a3 = -174;01; ; • • • • •• • • • 1.69 in •• . • 648.99 • •• • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • . • • • • • • • ••• •• •• ARBAB ENGINEERING, INC. CONSULTING. ENGINEERS 3385 N.E. 103rd. 94 SUITE # 701 NORTH MIAMI BEACH. P1.OF0OA S318, PNONE NO. (300) 040-3900 FAX NO. 13C6)140-3273 PROJECT: CLIENT : JOB N° : CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : fr = 0.53 ksi MCR+ = 381.90 in -kips MCR = 381.90 in -kips Ma+ = 162.33 in -kips Ma = 188.93 in -kips le = 6480.99 in4 IMMEDIATE DEFLECTION CHECK : MAX = 0.0176 in AALLOWABLE _ LONG TERM DEFLECTION CHECK : 5 gars or mom_ ......... ................ ....... .._. = 2.0 1' 2 'ion 1 4 itrntt.. 12 3 months 1.0 fi. = 7.5,°,t' (9-10) Yt ( DEAD LOAD + LIVE LOAD ) Ok (9-9) 1cr p' = 0.005 �Q = 1.61 AMAX = 0.0284 in �a n ALLOWABLE ( DEAD LOAD + LIVE LOAD ) Ok ••••• • .. . .. •••..••• • •• • •: • . . . . • • . • : . ..• • •• ••• • • • ••• • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • I ••. • • (9 -11) (9 -8) PAGE: DESIGN BY : REVIEW BY : ACI;3 >18 -05 ••0 • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • ••• •• •• • • • ••••• • • ••• • • ARBAB ENGINEERING, INC. CONSULTING. ENGINEERS 3383 NE load. 8t.. SUfTE # 701 NORTH IMAM BEACH. P.IXE °A 33100 PI00 N0. (308) 04.1-3088 FAX 140. (300) 000 -3273 PROJECT: CLIENT : JOB N° : LOADS: BENDING DUE TO WIND LOADS 62.x) PAGE: DESIGN BY : REVIEW BY : ACI 318 -05 SHEAR : MOMENT REACTIONS SUPPORT 1 SUPPORT 2 SUPPORT 3 Mj !Amax + VM( TmAx MAX © ( FOR ULTIMATE LOAD ) DL = DL= DL = IMMEDIATE DEFECTION CAELK : :: • • • ••• • •: : : • : • •0• `• bAx M = 0.0289 in • • " • AALLOWABLE• • • • • • • • • • • ••• •• • •• • • •• • •• • • • • • • • • • Ok • • • • • • • • • • • • • ••• • LL = LL = LL = ( USING IcR ESTIMATED ) TOTAL = TOTAL = TOTAL = • • : • • • • • • • • ••• • •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • ••• :• •• • ARBAB ENGINEERING, INC. PROJECT : CONSVLTIN6 ENC IN'E1MS CLIENT : 3383 N.E. 183rd St. SLATE { 701 NORTH MIAMI PFIaK 190. (388) 040 -3003 �• JOB N ° • A%. 00. (303) 0-3473 40 fc = 5.00 ksi Fy = 60.00 ksi b= 18.00 in d = 10.00 in Mu = 6.97 ft-kips Vu = 2.76 kips Light weight concrete factor (NW =1, LW =.75) RACK CTROL: Ma = ft-kips Cover = 2.00 in TORSION: Tu = h= 8.00 in NEGLECT TORSION Dist to CL Tie 4' # of bars 2#4 1 #5 1 #6 1 #7 1 #8 1 #9 1 #10 1 #11 ft -kips CONCRETE BEAM DESIGN BENDING, As = 0.16 in2 As MIN = 0.21 in2 AS MAx = 4.53 in2 HEA OvVc = 19.09 k VS (REQ.) = 0.00 k TORSIOI TCR = 7.05 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.02 in2 AI /4 = 0.00 in2 Total As = 0.16 in2 BEAM BOTTOM REINFORCING As 0.39 in2 0.31 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 STIRRUPS Size 2 Iegs 4 legs #3@ 14.7 in 29.3 in #4@ 26.Oin 52.Oin #5@ 40.7 in 81.3 in #6@ 58.7 in 117.3 in Max Rebar Spacjtig fpr rack control = 10.78 in • • • • • • • • • � • •" IBEAM 1'} INFQRCING • . • •• • . • • ••• • • • • ••• • • • .. ••• Use 2 # 5 EACH FACE • • . • • •• •• • ••• • • • • • • • • •••• • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • ••• • Use Stirrups # 3 @ 8" p = 0.00087 P MIN = 0.00115 per= 0.02515 PAGE: DESIGN BY : REVIEW BY : ACI 3:18.05 Av /`S = 0.00 1n2 Av /SMIN=0.00in2 (Torsion steel all 4 faces) (As plus AI /4) • •••••. • • • •• ••: • • • • .•• '.0 0 • • • • ••• • • • • • • • • • ••• • • • blr- 2.J1 ARBAB ENGINEERING, INC. PROJECT: CLIENT : JOB N° : CONST,ILMING BINOINEERS 3363 N.E. 163rd. St. SUITE # 761 NORTH MIAMI REACH, FLORIDA 33180 p oda) 04O-O8 FAL N" (305),!44,77 73, 101.41Watiii AWT „ ESE DATE: Aftezgui PAGE : DESIGN BY: REVIEW BY : ACI 318-05 Ec = 4030.51 ksi Es = 4.900.„ ks AREA 0.61 in2 0.61 in2 DEFLECTION CALCULATION CENTROID LOCATION AND 10 FOR UNCRACKED SECTION : n = 7.20 n A's As Ac 7.20 area (in2) 0.61 n*area 4.41 yi (in) yi*n*area I (in) d (in) d2 (in2) 2.00 8.83 0.00 -4.00 16.00 d2*n*area 70.64 7.20 0.61 ▪ VAMft 216.00 9= 6.00 in Ig = 2733.28 in4 CENTROID LOCATION AND Iyy FOR CRACKED SECTION : 4.41 216.00 224.83 10.00 6.00 44.15 0.00 1296.00 2592.00 1348.98 2592.00 4.00 16.00 0.00 0.00 al = 1.00 a2 = 3.29 a3 = -1.52 2n4d b al at2 33 9=0.41 in IcR = 415.94 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR /10 = 0.152 HEIGHT OF COMPRESSION BLOCK : •• • . • . . " 0E1: 0.85 •14 . • ii• i 40/ •• • • •• • al = 65.03, •• • a2 = 16.5 a3 = -1749 • ,4 i • • • • • • 0 do • 0 • • • • • • • • • • • • • • • • • se=:111 in • • • ••• • 1 = - by + (n-1)A:67 - d + nAP - yY 3 70.64 0.00 141.28 • 0 0 • • • • • 0 • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • • • • 61 • • 0 • • • •• 0 • 0 0 • • • • • • • • ARBAB ENGINEERING, INC. PROJECT : CLIENT : JOB N° CONS ILTING ENGINEERS 3365 N.0. 103rd 44 SURE 1 701 30301 MIANI BEACH. 1.1.0100A 33100 33030 N0. (308) 040 -3008 034 NQ (308) 944-3273 CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : fr = 0.53 ksi MCR+ = - 1449.54 in -kips Mc1 = 241.59 in -kips Ma+ = 71.09 in -kips Ma = 71.09 in -kips le = 2733.28 in4 IMMEDIATE DEFLECTION CHECK : ilMAx = 0.0123 in AALLOWABLE _ ., Ok LONG TERM DEFLECTION CHECK : S years or MDrEt.. ....... 2.0 12 rrt .................. .......... . ........... ..,_._.............. 1.4 8 months ......... ..... ............_.... ...,........... . ..... .......... 1.2 3 mores.,... .... .. .................. 1.0 • = 2.0 p' = 0.003 AA = 1.71 AMAX = 0.0211 in AALLOWABLE = 7.5 Jiro' (9 -10) le = r: (9 -9) Ok ••• .•. • . • • • . .. • 1••.•••. • •• •�• • • • • • • . • . • • • •• ••• •• •• • • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • •••• • 7vg 1 +50p' (9 -11) (9-8) PAGE : DESIGN BY : REVIEW BY : ACI 318 -05 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • ARBAB ENGINEERING, INC. CONSULTING. ENGINEERS 3363 N.E. 103rd. 00.. SUITE # 701 NORTH MIAMI MAW, FLORIDA 03180 PHONE N0. (3061 940 -3086 FAX. N0. (306) 940 -3273 INPUT DATA : LOADS r fc = Ec = 4030.51 ksi FY = b= h= cover = d = 16.00 In IcR = 1749.60 in4 S).c< = 194.40 in3 PROJECT: CLIENT : JOB N° : FROM ROOF : WTRIBUTARY = DL = 140.00 Ibs /ft LL = 120.00 Ibs /ft FROM FLOOR : WTRIBUTARY DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM STAIR/BALCONY : WTRIBUTARY DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM GROUND SLAB : WTRIBUTARY DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM DECK/EXTERIORS : WTRIBUTARY = DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft TaTi��,LOAD : bL = 2$501:1;IbAt L•ls= 12023R Rs/ft ;• ••• •• • • • ••• ••• • . • • •••• ••• •• • • • ••• • • • • •• • • •• • • • •• • • • • • • ••• • •• • • • • • • • Area = 144.00 in2 %Cr. = 0% F.S. = 1.38 WIND LOAD : WTRIBUTARY = HORIZ. WIND = 486.45 Ibs /ft INPUT DATA : SPAN 1 = SPAN 2 = PAGE : DESIGN BY : REVIEW BY : ACI 318 -05 IW = 345.60 1n4 Windward + Leeward = Concr. Weight = Reinf. Wall = Glass Weight = DESIGN LOADS ROOF : DL = LL = INTERMEDIATE FLOOR DL = LL = GLASS WALL: THICKNESS = HEIGHT = DL = 0.00 Ibs /ft MASONRY WALL : HEIGHT = ti DL = 0.00 Ibs /ft STAIRS & BALCONIES : DL = LL = GROUND FLOOR : DL =s LL = POOL DECK & EXT. SLAB : SELFWEIGHT : AREA = 1.00 ft2 DL = 145.00 Ibs /ft LOAD CASE TO USE Qu = 534.00 Ibs /ft W = 486.45 Ibs /ft DL LL = ( For Vertical Load ) For Horizontal Load ) ••• • • • • • • • • • • • • ••• • • • • • , , ••• •• •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ARBAB ENGINEERING, INC. PROJECT : CLIENT JOB N° CONSULTING ENGLNEEES 7383 N.E. 163rd 84 SUITE ♦ 701 NORTH MIAMI REACH. FLORIDA 33180 NO. 8385I 810 -1888 555. 80. 83031 810 -3273 62-31 PAGE: DESIGN BY : REVIEW BY : API 31845 .. LOADS : REACTIONS SUPPORT 1 SUPPORT 2 SUPPORT 3 DL = DL = DL = ( FOR ULTIMATE LOAD ) LL = LL = LL = TOTAL = TOTAL = TOTAL = IMMEDIATE DEFECt4 N•C F I , • • (USING IcR ESTIMATED ) * •• •• • ' • '' • . • •• ••• • • MAX © = 0.0183 in ( DEAD LOAD ONLY ) DALLO RWIN L% • • • • • • •• • •• • • • •• • •• • .• •• •• •• . • • • • • . • •.• • Ok • • • •• •• •• • ■ • i • ••• • • • • • •.• • • • • •• ••• • •• •• •• • • • • • • •• • I•• • • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3.383 N.E. 163rd. 30.. SUITE 1 701 143)0114 81*81 08A0)1, FL0f80A 33180 3115716 N0. (380) 040.3088 FAX. 40. (303) 040 -3373 PROJECT: CLIENT : JOB N° : S R' fe = 5.00 ksi Fy = 60.00 ksi b= 8.00 in d = 16.00 in Mu = 8.33 ft-kips Vu = 4.03 kips �QNCRETE BEAM DESIG BENDING As = 0.12 in2 As MIN = 0.16 in2 As Max = 3.22 in2 SHEAR Light weight concrete factor OvVc = 13.58 k (NW =1, LW =.75) = 10 Vs (REQ.) = 0.00 k CRACK CONTROL: Ma = 6.02 ft-kips Cover = 2.00 in TORSION: Tu= . 0' h = 14.00 in NEGLECT TORSION Dist to CL Tie =-71104K # of bars 1#4 1 #5 1#6 1 #7 1 #8 1#9 1 #10 1 #11 ft-kips TORSION TcR = 5.04 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.12 in2 BEAM BOTTOM REINFORCING STIRRUPS Size 2 legs 4 legs #3 @ 33.0 in 66.0 in #4@ 58.5 in 117.Oin #5 @ 91.5 in 183.0 in #6 @ 132.0 in 264.0 in As 0.20 in2 0.31 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 Max Rebartpacin§ fair ;rw cSnfrol `-' 13.58 in • : • • : • % ,BEAM REINFORCI •. ••• •• • • : •.' • • • ••• • • • • • • • • • • • • • � • • • • • • • • • • • • • • • • • • • • . • • • • :•• • '• Use 2 #5Top Use 2 # 5 Bottom Use Stirru 6 s # 3 8• p = 0.00091 P MIN = 0.00121 per= 0.02515 PAGE : DESIGN BY : REVIEW BY : ACI 318-05 Av / S = 0.00 in2 Av / S MIN = 0.00 in2 (Torsion steel all 4 faces) (As plus AI /4) 'j' • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •. •: • • • • 'S • • ••• • ••.• • • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 N.E. 183rd St.. SUMS # 701 NORTH NIANI BEACH. FLOWBA 33180 PHONE N0. (308) 040 -9088 FAX. NO. (NON) 910 -3273 fc = 5.00 ksi Fy = 60.00 ksi b= 8.00 in d= 16.00 in Mu = 6.81 ft-kips Vu = 4.03 kips Light weight concrete factor (NW =1, LW =.75) = CRACK CONTROL: Ma = x 4 2:ft-kips Cover = 2.00 in TORSION: Tu = h= 14.00 in NEGL.EC7 Dist to CL Tie = #of bars 1#4 1 #5 1#6 1 #7 1 #8 1 #9 1 #10 1 #11 ft -kips PROJECT: CLIENT : JOB N° r b or PAGE: DESIGN BY : REVIEW BY : ACI 3:18-05 CONCRETE BEAM DESIGN BENDING As = 0.10 in2 As MIN = 0.13 in2 As Max = 3.22 in2 SHEAR �V= 13.58k Vs (REQ.) = 0.00 k TORSION TAR = 5.04 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.10 in2 BEAM BOTTOM REINFORCING STIRRUPS Size 2 Iegs 4 legs #3@ 33.0 in 66.0 in #4@ 58.5 in 117.Oin #5 @ 91.5 in 183.0 in #6@ 132.0 in 264.0 in As 0.20 in2 0.31 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 Max Rebar Spacirp for c'rrcjt qor2tigol 1.3.5Wn • • •. .'. • . . • • BEAM REINFORCING ••• ••• '.: • ' • • • •• • • • • • • •• • ••. • • • •• • • • •••• • •• ••• •• • Use 2 # 5 Top • • • •. Use 2 # 5 Bottom • • • • • • • :•• • • • Use Stirrups # 3 @ 8" p = 0.00074 P MIN = 0.00099 per= 0.02515 Av /S= 0.00 in2 Av / S MIN = 0.001112 (Torsion steel all 4 faces) (As plus AI /4) ••• • • . • • • • • ••• • • • • ••. • • • • •• •• • • • • ARBAB ENGINEERING, INC. PROJECT : CONSTJLTINC4 ENGITNEERS CLIENT : 3383 N.E. 183rd St. 31111E { 701 PHONE NO NORTH 0 040 -3005 FAX. NO. i308) 940 -3273 JOB N° . ............ DIAM. AREA 0.61 in2 As k � 0.61 in2 Ec = 4030.51 ksi Es = DEFLECTION CALCULATION CENTROID LOCATION AND Io FOR UNCRACKED SECTION : n = 7.20 n Ass As A� 7.20 area (in2) n *area 0.61 4.41 yi (in) yi *n *area I (in4) d (in) d (in`) 12V1 PAGE : DESIGN BY : REVIEW BY : ACI 318 -05 2.00 8.83 0.00 -7.00 49.00 7.20 0.61 4.41 16.00 70.64 0.00 7.00 49.00 144.00 144.00 9.00 1296.00 3888.00 0.00 0.00 9= 9.00 in I9 = 4320.66 in4 CENTROID LOCATION AND I'm FOR CRACKED SECTION : 1375.47 al = 1.00 a2 = 2.05 a3 = -18.61 y = 3.41 in IcR = 813.11 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR /19= 0.188 HEIGHT OF COMPRESSION BLOCK : R, = 1.05 s 0.00 al = 35.70 .'. a2 = 16.57 : a3 = - 174.00 �• • •• .•• • • • • .. • • • • • • • • 3888.00 d` *n *area 216.33 216.33 0.00 432.66 a1 a2 rQ - 4/. +( -1), (y -d')1+ riMd -yy 3 ar3 • • • • • * • • • • . • • .'. • • : •1.9 .. • ••• • • • • .• • • ir• • ... . ... • ••• : ARBAB ENGINEERING, INC. CONSULTING ENGINES RS 3383 N.E. 183rd. SE. SUITE 701 NC11N 1A1ANI REACH. FLORIDA 33160 PHONE NQ (389) 340 -008 FAX. NQ (708)140 -5073 PROJECT CLIENT : JOB N° : CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : fr = 0.53 ksi MCR+ = 254.60 in -kips MOR = 254.60 in -kips Ma+ = 59.02 in -kips Ma = 72.19 in -kips le = 4320.66 in4 IMMEDIATE DEFLECTION CHECK • MAX A = 0.0100 in AALLOWABLE LONG TERM DEFLECTION CHECK : 5 years or more... ....... .................................... ...... 2.0 12 months.........,.., .............................,. 1.4 6 months ........................... 6161,.. 1.2 3 months ............................... ............................... 1.0 = 2.0 p' = 0.005 �o = 1.61 AMAX = 0.0162 in AALLOWABLE = = 7.5 . �r = # YT le= (9 -10) ( DEAD LOAD + LIVE LOAD ) Ok (9-9) Icr - 1 +50p' ( DEAD LOAD + LIVE LOAD ) Ok • • • . 0: • . . • • • 0 61 •• .• 0.. • • . • •• 0 :0 • 0 .. • ••• .•. • • • • • 6161 • • • •' • • ••• ••• 0610 • • • • • • 61•.. • • 6161 ••••� . . • 0 • . • • • •• 00• •• 0 • (9-11) (9 -8) ('2J PAGE : DESIGN BY : REVIEW BY : API 318-05 LOADS: ARBAB ENGINEERING, INC. CONSULTING ENG) '7EER)S 3383 N.E. 183rd. St.. SUITE # 701 003111 MIA/11 9EA01. PLOIO°A 33100 PHONE Na (305) 040 -3000 FM. N0. (305) 010 -M73 PROJECT: CLIENT : JOB N° BENDING DUE TO WIND LOADS PAGE : DESIGN BY : REVIEW BY : ACI 318-05 Mj M MAx VmAx TmAx Awkx _ REACTIONS SUPPORT 1 SUPPORT 2 SUPPORT 3 DL = DL = DL = ( FOR ULTIMATE LOAD ) IMMEDIATE DEFLECTION CJ-LEcK ; (USING 6 ESTIMATED ) f AALLOWABLE = •<: • • • • • • • • • ••• • • • • • • • • • •• • • •• • • • • • • • •• •• • • • • • • •• ••• • • • • • • • TOTAL = TOTAL = TOTAL = ••• • • • • • • ••• • • • ••• ••••• ••• • • • • • • • ••• •• •• ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3.383 N.E. 163rd. St. SUITE 6 701 NORTH MIAMI BEACH. FLORIDA 33100 P1010 N6. (368) 040 -7666 FAX. 140. (308) 646 -3833 INPUT fc FY = b= d= Mu = Vu = 5.00 ksi 60.00 ksi 18.00 in 6.00 in 7.59 ft-kips 3.67 kips PROJECT: CLIENT : JOB N° : Cf? CRETE BEAM DESIGN, BENDING As = 0.29 in2 AS MIN = 0.38 in2 AS Mix = 2.72 in2 SHEAR Light weight concrete factor Q Vc = 11.46 k (NW =1, LW =.75) = CRACK CONTROL: Ma = ft -kips Cover = 2.00 in TORSION: Tu h= 4.00 in NEGLECT TORSION Dist to CL Tie = # of bars 2#4 2 #5 1#6 1 #7 1 #8 1 #9 1 #10 1 #11 ft -kips VS (REQ.) = 0.00 k TORSION TcR = 2.08 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.02 in2 AI /4 = 0.00 in2 Total As = 0.29 in2 BEAM BOTTOM REINFORCING STIRRUPS Size 2 legs 4 Iegs #3@ 14.7 in 29.3 in #4 @ 26.0 in 52.0 in #5@ 40.7 in 81.3 in #6 @ 58.7 in 117.3 in As 0.39 in2 0.61 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 Max Rebar Spacing for crack control = 10.97 in • • •• ••' • • •' • • . •• • • •..* •• ••• •, • Use 2 # 5 EACH FACE • •. • • •. • • • EB AM RE/NFO C� ING • • • • • • • • • •• • • OOP • • . •. • * • . • • . • • • • ••• • • • Use Stirrups # 3 @ 8" p = 0.00265 P MIN = 0.00354 per= 0.02515 PAGE : DESIGN BY : REVIEW BY : AC:I 318 -0.5 Av / S = 0.00 in2 Av / S MIN = -0.00 in2 (Torsion steel all 4 faces) (As plus AI /4) b� h •*. • .•. .•' •. • •• • • • • • • • 0 • •• •• • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 N.E. 103rd. 34 SUITE #701 NORM 303/01 NFACN. PLWB °A 33180 PHONE NQ (303) 340 -3008 FAY NO. (308) 440 -3273 PROJECT: CLIENT : JOB N° : DEFLECTION CALCULATJON, • DIAM. AREA A's = 0.61 in2 As= 0.61 in2 Ec = 4030.51 ksi Es = CENTROID LOCATION AND la FOR UNCRACKED SECTION : n = 7.20 n A's As Ac 7.20 area (in2) 0.61 n *area yi (in) yi *n *area I (in4) d (in) d2 (in2) DV )Z1 PAGE: DESIGN BY : REVIEW BY : AC1318 -05. d2 *n *area 4.41 2.00 8.83 0.00 -2.00 4.00 17.66 7.20 0.61 4.41 6.00 26.49 0.00 2.00 4.00 17.66 144.00 144.00 4.00 576.00 768.00 0.00 0.00 152.83 611.32 768.00 �i= 4.00in I9 = 803.32 in4 CENTROID LOCATION AND I,oc FOR CRACKED SECTION : al = 1.00 a2 = 3.29 a3 = -1.52 9 =0.41 in IcR = 147.91 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR /I9= 0.184 HEIGHT OF COMPRESSION BLOCK : R, = 0.85 •• • •: ;' : :::.: • • •• a9 92 5)3 1Q =1by +(n- 1)/1(Y- d')2 +nA(d -YY 3 al = 65.03 ••• • •• • • a2 =16.57 . : •••• ••• • a3 =- 174.00 ••• „•• • • L 4,151:4 •••• •.• 0.00 35.32 ••• • • • • • • • . • • • • • .• •• +•• ••• • • • • • • • ••• •' • '• ARBAB ENGINEERING, INC. PROJECT : CONSTJLTING ENGINEERS CLIENT : 3783 N.E. 193rd. St. SUITE 1 701 PHONE N.((398)'9/0 -3998 C'• F;US N0.AW98) 940 -3273 JOB N° . ................. CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : fr = 0.53 ksi MCR+ = 426.02 in -kips MCR = 106.51 in -kips Ma+ = 77.45 in -kips Ma = 77.45 in -kips le = - 22381.22 in4 IMMEDIATE DEFLECTION CHECK : MAX A = - 0.0016 in AALLOWABLE .41 Ok LONG TERM DEFLECTION CHECK : 5 years or mote..... .......... ............................... 2:0 = 2.0 12 months.._....... .... ... ...... ....._.............. 1 .4 Smon ....m................. .......__... .................. 12 3 months .......................... ........................ _......... 1.0 = 7.5 f! Cr le = (9 -14) (9 -9) p' = 0.006 AA = 1.56 AMAX = - 0.0025 in ...............:....... __...... ALLOWABLE A.A -5Op Ok • ••• •• • • • • •• • • •• • • • •• • • • • • • ••• ••• ••0 .. ••• •• • ••• ••• • • • • • • • • • • ••• •• • • l • • • • • • • •• • • • • • • • • ••• • • • • • • i • • • • ••• • • •• •• • • ••• • • • • • • • • • • • • 1•• ••• (9 -11) (9-S) PAGE: DESIGN BY : REVIEW BY : ACI 318 -05 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3363 N.E. 163rd. 34 SUITE if 701 NORTH MIAMI BEACH. FLORIDA 33160 PROM NO. (308) 00-3008 FAX. N9. I300 946 -3273 INPUT DATA : LOADS fc = Ec = 4030.51 ksi FY = b= h= cover = d = 16.00 in ICR = 3499.20 in4 Sxx = 388.80 in3 PROJECT: CLIENT : JOB N° :'? FROM ROOF : WTRIBUTARY DL = 245.00 Ibs /ft LL = 210.00 Ibs /ft FROM FLOOR : WTRIBUTARY DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM STAIR/BALCONY : WTRIBUTARY DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM GROUND SLAB : WTRIBUTARY = DL = 0.00 Ibs /ft LL = 0.00 Ibs /ft FROM DECK/EXTERIORS : WTRIBUTARY �00 DL = 0.00ibs /ft LL = 0.00 Ibs /ft TOTAL LAD : DL = 535.00 Iiskt: LL = i10.009ps ti • ••• •• • •. •• • • •; •• • • • • •• • • oo • . • . • • • • . • • • • o o • . ••. o o •. Area = 288.00 in2 %Cr. = F.S. = 1.38 WIND LOAD : WTRIBUTARY = HORIZ. WIND = 0.00 Ibs /ft INPUT DATA : SPAN 1 = SPAN 2 = ft'f PAGE : DESIGN BY : REVIEW BY : AC.I 318 -105 Imo• = 2764.80 in4 Windward + Leeward = Concr. Weight = Reinf. Wall = Glass Weight = DESIGN LOADS ROOF: DL = LL = INTERMEDIATE FLOOR : DL= LL = GLASS WALL: THICKNESS = HEIGHT = DL = 0.00 Ibs /ft MASONRY WALL : HEIGHT = DL = 0.00 Ibs /ft SELFWEIGHT : AREA = 2.00 ft2 DL = 290.00 Ibs /ft STAIRS & BALCONIES : DL = LL = GROUND FLOOR : DL =s LL= POOL DECK & EXT. SLAB : DL = LL = LOAD CASE TO USE • • • • Qu = 978.00 Ibs /ft ( For Vertical Load ) ••. • . • • • • • • • •• :: ' • • •. . ••. ••• W = 0.00 Ibs /ft ( For Horizontal Load ) ••. • • • • • •. ••• • • • • • ••• j•• •• • • • ••• • • • •• ••• • • ARBAB ENGINEERING, INC. CONStTLTING ENGINEERS 3363 N.E. 163rd. St. SUITE f 701 0(2036 010431 1333431, FLORIDA 33160 PHONE N6 (308) 040 -3006 040. 50. (305) 040 -3273 PROJECT : CLIENT : JOB N° : PAGE . "' DESIGN BY : REVIEW BY : ACI 318 -0.5 LOADS : REACTIONS SUPPORT 1 SUPPORT 2 SUPPORT 3 ( FOR ULTIMATE LOAD ) LL = LL = LL = •• ••• • • • • • .. IMMEDIATE DEI ECTIM ENCic i, i (USING 6 ESTIMATED ) • r .. ... .. • • • .. AMAX = 0.0811 in AALLO .p/WLL • • • • • • • • •• • • •. • •• • •• • • • • • • • • • • ( DEAD LOAD ONLY ) •Ok • • • • • • ••• • TOTAL = TOTAL = TOTAL = ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3383 00. 18348 00.. 0017E # 701 NORTH 00801 0EACH. FLORIDA 33180 PHONE NO. (800) 840 -3088 F*. NO. (300) 040-3213 PROJECT: CLIENT : JOB N° : NEVI = 5.00 ksi Fy = 60.00 ksi b= 16.00 in d = 16.00 in Mu = 40.25 ft -kips Vu = 11.99 kips Light weight concrete factor (NW =1, LW =.75) CRACK CONTRO L: Ma = 2t 07 ft-kips Cover = 2.00 in TORSION: Tu = h= 14.00in NEGLECT TORSION Dist to CL Tie =5 finr # of bars 4#4 3 #5 2#6 2 #7 1 #8 1 #9 1 #10 1 #11 ft-kips C ONCRETE E B AM DESIGN ,RENDING As = 0.57 in2 As MIN = 0.76 in2 As Max = 6.44 in2 SHEAR OvVc = 27.15 k Vs (REQ.) = 0.00 k ORSION TcR = 14.78 ft -kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.57 in2 BEAM BOTTOM REINFORCING STIRRUPS Size 2 legs 4 legs #3@ 16.5 in 33.Oin #4 @ 29.3 in 58.5 in #5@ 45.8 in 91.5 in #6@ 66.0 in 132.0 in As 0.79 in2 0.92 in2 0.88 in2 1.20 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 .. ": . . . . . .. Max Rebat spacjr�gio apt( :g�;trel = 13.76 in • ......• • .. ... • .. • • • .. • ... • • • • • • • • • • • . • • .... • • • • • • • • • • • • • • • • • • • • ▪ .. ... • BEAM REINFORCING ... • • • • ... • • • • • • ••• .. .. .. .. .. .. • • • ... • . • • • • • • • • • .. .. Use 3 # 6 Top Use 3 # 6 Bottom Use Stirrups # 3 8" p = 0.00222 P MIN = 0.00296 per= 0.02515 62.�t PAGE: DESIGN BY : REVIEW BY : ACI318 -05 Av / S = 0.00 in2 Av / S MIN = 0.00 in2 (Torsion steel all 4 faces) (As plus AI /4) AS ARBAB ENGINEERING, INC. PROJECT : CLIENT : JOB N° : CONSVLTING ENGINEERS 3383 N.E. 183rd. St. SUITE # 701 NORTH MIAUI BEACH. FLORIDA 33180 PHONE NO. (349) 040-3898 FPS. N0. (309) 949 -3273 INPUT fc = 5.00 ksi Fy = 60.00 ksi b = 16.00 in d = 16.00 in Mu = 33.22 ft-kips Vu = 11.99 kips Light weight concrete factor (NW =1, LW =.75) = CRACK CONTROL: Ma= Cover = TORSION: Tu = h= 14.00in ,NEGLECT TORSION Dist to CL Tie = f 80 I 3.99 ft -kips 2.00 in # of bars 4#4 3 #5 2 #6 2 #7 1 #8 1 #9 1 #10 1 #11 ft -kips CONCRETE BEAM DESIGN BENDING As = 0.47 in2 As MIN = 0.62 in2 As MAx = 6.44 in2 SHEAR OVV= 27.15k Vs (REQ.) = 0.00 k TCR = At/s = Av +2At/s = Av +2At(m) = AI /4 = Total As = BEAM BOTTOM REINFORCING As 0.79 in2 0.92 in2 0.88 in2 1.20 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 193§131 ,4 ft-kips 0.00 in2 0.00 in2 0.01 in2 0.00 in2 0.47 in2 STIRRUPS Size 2 legs 4 legs #3@ 16.5 in 33.0 in #4 @ 29.3 in 58.5 in #5 @ 45.8 in 91.5 in #6 @ 66.0 in 132.0 in •• •••• • • • • • • • • • • ••• • • • • • • • Max Reba('$pacyiq fd,cr�c�c rgI • tre•= 13.71 in • ••••••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • •• • • • • • • • • • •• • .• • • • • • • • • • ••• • • • • • • • • • • ••• • • BEAM REINFORCING Use 3 # 6 Top Use 3 # 6 Bottom Use Stlrru F s # 3 .F p = 0.00183 P MIN = 0.00244 per= 0.02515 PAGE : DESIGN BY : REVIEW BY : ACI 318-05 Av /S =0.00 in2 Av / S MIN = 0.00 in2 (Torsion steel all 4 faces) (As plus AI /4) 0 h • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • ••• • • ARBAB ENGINEERING, INC. PROJECT : CONSVLTINCS ENGEN HERS CLIENT : 3303 N.E. 103rd. St. SUITE # 741 NORTH MIANI BEACH. FLORIDA 33180 JOB N° • (308) 810 -088 Fa% NO. (308) 0M 3173 ° DIAM. AREA A's = 1.33 in2 As �W� 1.33 in2 Ec = 4030.51 ksi Es = DEFLECTION CALCULATION CENTROID LOCATION AND In FOR UNCRACKED SECTION : n = 7.20 ES n _ Ec PAGE : DESIGN BY REVIEW BY : ACI 3318 -05 n A,s As 7.20 area (in2) n *area 1.33 9.54 yi (in) yi *n *area I (in4) d (in) d2 (in2) 2.00 19.07 0.00 -7.00 49.00 7.20 1.33 9.54 16.00 152.58 0.00 7.00 49.00 288.00 288.00 9.00 2592.00 7776.00 0.00 0.00 307.07 2763.65 7776.00 y =9.00 in Ig = 8710.54 in4 CENTROID LOCATION AND Ix,r FOR CRACKED SECTION : al = 1.00 a2 = 2.22 a3 = -20.10 9 = 3.51 in IcR = 1737.00 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR /Ig= 0.199 HEIGHT OF COMPRESSIQN•BIiOCI( • • • • • • • • • • • • 131 =1.05 • • • ••• •• • • • •• £_ al = 71440; a2 = 35.78: a3 = - 174 ..00 • • • • • • • • • • • • • • • • • • • • • • •.••• • • • • •• • • • • • • • •• • •.Id =1'1.33 in a9 2 A:d b b a2 s3 I Q =1 by3 + (n -1),: y_ df)1 +nAl,(d -YY 3 d2 *n *area 467.27 467.27 0.00 934.54 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • ' ARBAB ENGINEERING, INC. PROJECT : CLIENT : JOB N° : CONSVLTINO ENGINEERS 3383 N.E. 183rd St.. 31.1I10 } 701 NOB01 70001 B[ACM. F1.01810A 33180 PHONE NO. (303) 040 -3068 FM. N0. 000 048-. 73 CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : = 0.53 ksi MCR+ = 513.27 in -kips MGR = 513.27 in -kips Ma+ = 287.91 in -kips Ma = 348.83 in -kips le = 8710.54 in4 IMMEDIATE DEFLECTION CHECK : AMAX = 0.0430 in f{ = 7.5Z; `t (9-10) (9-9) ( DEAD LOAD + LIVE LOAD ) ALLOWABLE = �� , f. Ok LONG TERM DEFLECTION CHECK : = 2.0 p' = 0.005 A = 1.59 AMAX = 0.0684 in AALLOWABLE _ • .• ••• 5 years or more 12 months........ 2.0 1.4 5 months .................. 12 Smonths ........................... .... ............................... 1.0 • • • • • .• • • • • • .. ••• • •. • • • • • . • • • •• • • • •• ••• • • • • • • • •. • • •• •• • • •• 1 +SOp' ( DEAD LOAD + LIVE LOAD ) Ok • • • •. ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (9-11) (9-8) eOV 1'2 PAGE: DESIGN BY : REVIEW BY : ACI 318-05 Other :1 • • • Project: BOERNER RESIDENCE Engineer: DC Date: Project # Subject: COLUMN 1 Checker: Date: Page: Reinforced concrete column capacity Materials: Concrete f, = Steel fy = Ultimate conc. strain sc Design Code: Resistance Factors Confinement: 5 60 03 ksi ksi ACI 318-05 Section Properties: Height = 111in Width = in Ac = 88 in2 AT = 95.6 in2 lc = 887.33 inA4 IT = 980.3862 inA4 Ybc = 5.5 in YbT = 5.50 in Reinforcing bars: Bar Area = 0.31 in2 No.bars = 4 (< 100 ) E(As) = 1.24 in2 As /Ac = 1.41% 4b = Ec = 4,070 ksi E$ = 29,000 ksi 0.9 (1)c = 0.65 0.31: 2.00 2.00 0..31' -2.00 9.00' 0.31: 2.00 9.O0 •• •• • • ••• • • • •.• .. •. •. •• ..•.•• ••- • • • • • • 1 • •.• . • • ••d • • • • •-• •• • • • •••: • • • • • • :• • • I, .. • • • I..c•. •• • 4• . S' .:`• •• • • •. • • O. _• :- • • • .• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0,0 Axial Force /Bending Moment Interaction Diagram c)Pn, Kip Positive moment corresponds to tension in bottom fbers of the section Positive axial force is compressive force Factored Loads Description Capacity 3 0.35 779 0% 346 — Y ny, Kip -ft 00 • • • Project: BOERNER RESIDENCE Engineer: DC Date: Project # Subject: COLUMN 2 Checker: Date: Page: Reinforced concrete column capacity Materials: Concrete f', = Steel fy = Ultimate conc. strain s, = Design Code: Resistance Factors Confinement: 60 -0.003 ksi ksi ACI 318 -05 Section Properties: Height = Ac = IC = YbC = Reinforcing bars: Bar Area = No.bars = E(As) = As /Ac = 4b = Other 12 0.9 E, = 4,070 ksi E$ = 29,000 ksi 4o = 0.65 in Width = 12 in 144 in2 AT = 151.6 in2 1728 inA4 IT = 1849.538 inA4 6 in YbT = 6.00 in 0.31 4 1.24 0.86% in2 ( <100) in2 031 4.00 :: 2.00 0,31 4.00: 1 .00 0:31 4.00 10.00 ••.••• • • • • • • • • • •• • • • r • • • • • • • It ••• . _.• • • • • . • • •r• • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • . •:- • •. • •.. • • • • • ►•_.: • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 00 Axial Force /Bending Moment Interaction Diagram 4 Pn, Kip 1111.= 11111111011111 =III Ili MI 11111911111 111111=01111 111116=111111 11101■11 Positive moment corresponds to tension in bottom fbers of the section Positive axial force is compressive force Factored Loads Description Capaci 8r! 779 0% • Project: BOERNER RESIDENCE Engineer: DC Date: l21 Subject: COLUMN 3 Checker: Date: Project # Page: Reinforced concrete column capacity Materials: Concrete fG = Steel fy = Ultimate conc. strain sG = 60 0003 ksi ksi Design Code: ACI 318-05 Resistance Factors Confinement: Section Properties: Height =1 121in Width = 161in Ac = 192 1n2 AT = 199.6 in2 lc = 2304 inA4 IT = 2425.538 iO4 Ybc = 6 in YbT = 6.00 in Reinforcing bars: Bar Area = 0.31 in2 No.bars = 4 (< 100 ) E(As) = 1.24 in2 As /Ac = 0.65% (1)b = 0.9 11 Other 1 Es = E$ = 4G 4,070 ksi 29,000 ksi 0.65 3 1 4 0:31 4.00 2.00 -4.00 10.00 4.00 10..00 •• • • • • ••• • • • • • • •• • • • • ••.• .•.. • •• • • • • • • ■ • ••• . • • • •• • • • • • • • • • e • • • • •. • •• • • ■ ••• ••- •.. - • • .• • • • • • v • . •- • • •P• •: ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• z ♦ 00 Axial Force /Bending Moment Interaction Diagram 4Pm Kip Positive moment corresponds to tension in bottom fbers of the section Positive axial force is compressive force Factored Loads Description Y 1 3.14 0.314 779 0% 4 8 • • • Project: BOERNER RESIDENCE 4Zo% Ia Engineer: DC Date: Subject: COLUMN 5 Checker: Date: Project # Page: Reinforced concrete column capacity Materials: Concrete f s = Steel fy = Ultimate conc. strain as = Design Code: Resistance Factors Confinement: 60 - 0.003 ksi ksi AcI 318 -05 Section Properties: Height = Ac = lc = Ybc = Reinforcing bars: Bar Area = No.bars = E(As) = As /Ac = �b = I tither 16) Es = Eg = 0.9 (I)c 4,070 ksi 29,000 ksi 0.65 in Width = in 128 in2 AT = 135.6 in2 2730.7 inA4 IT = 3004.128 inA4 8 in YbT = 8.00 in 0.31 in2 4 ( <100) 1.24 in2 0.97% 0.31 2 00 2:.00 3 0 14..00 4 .00 4.90 • •• •• • • • •• • •• 1• • • •• ••• • • •.. ._. • •_.• ••.•• • • . • • • • • • AL • - • .• • • 1 • • 1 • • 1 • • • 1 • • • • •• ...: • .••, •• • • • • . • • • • • ... •• •_ ••• • ••• • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z • Y 00 Axial Force /Bending Moment Interaction Diagram 4 Pn, Kip Positive moment corresponds to tension in bottom fbers of the section Positive axial force is compressive force Factored Loads Description Capacity 1 8.06; 0,806 783 0% 2 INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe).;'.. Tube COLUMN YIELD STRESS DIMENSIONS AXIAL LOAD, ASD STRONG AXIS BENDING ? (1 =Yes, O =No) BENDING LOAD, ASD THE DESIGN IS ADEQUATE. F = ksi H :1 _:...ft P = kips w= yes, strong axis, x -x, bending. k/ft ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1) {Pr +8 Mrx +Mry for 1r >0.2 Pc 9 Mcx Mcy Pc = 0.63 < 4/3 [Satisfactory] Pr + Mrx + Mry 2Pc Mcx Mcy for Pr<0.2 Pc Where KL, = 1.2 ft, for x -x axial Toad. KL y = 12 ft, for y -y axial load. (KL / r)n,,, = 121 < 200 [Satisfactory] Pr = 21.36 kips MD, = 0 ft-kips, at middle of column Mry = 0 ft -kips, at middle of column Pc = Pn / .fdc = 56 / 1.67 = 33.811 kips, (AISC 360 -05 Chapter E) > Pr [Satisfactory] Mcx = Mn / .Clb = 16.14 / 1.67 = 9.6647 ft -kips, (AISC 360 -05 Chapter F) > 3/4 Mn< [Satisfactory] Mcy = Mn / S2b = 11.31 / 1.67 = 6.7725 ft -kips, (AISC 360 -05 Chapter F) > 3/4 M,y [Satisfactory] CHECK LATERAL DEFLECTION SwH4 AMid — 384E1 • 0.00 in Where E, = 29000 ksi i •• ••• • Ir= • 10.4 .• n4 • • • �.� .4.81. • in4 • •• • • • .•• • •• ••• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • •.• • ••• • • • • ••• • • • • • • • • • • • • • . • . • • • • • • • • • • • • • • •• •• • • • •• •. 0 •• • • • ••• • • L / 240: 0.60 in [Satisfactory] STRUCTURAL AIDE D@SION ENOINEERINO PROJECT :' CLIENT : JOB NO. : PAGE : " DESIGN BY :'I REVIEW BY :d Width = Depth = Slab Thickness = Wall Thickness = To of Footing = section Volume Force Arm Wind 1 0.00 cu.ft 0.00 Ibs -20.0 In Length = Soil Height = Pa = Fr = Moment 0.IbfIn 2 0.00 cu.ft 0.00 Ibs -4.0 In 0. Ibf-In Location Overturning Moment Soil Weight Left Side Soil Weight Right Side 3 4 5 Uplift 2.00 cu.ft 300.00 Ibs -12.0 In 4600.1b1-In 0.44 cu.ft 66.07 Ibs 42.0 hi -600. Ibf-In 1170.00Ibs -12.0 In .14040.Ibtin 167% 0.001be Total Load = 1536.67 Ibs Total Moment = 18440. Ibf -in Footing Selfweight Slab on Top Seifweight Superimposed Load from 0.6DL + Wind CHECKING SOIL PRESSURE Location of resultant = Eccentricity = gmin = gmax = Qallowable = 12.00 in from footing edge 0.00 in eccentricity shall be < 838.2 psf 838.2 psf Oki! 4.00 in Critical Point clear cover = d= Width = acting shear stress = allowable shear stress = CHECKING WIDE ACTION BEAM SHEAR 2.00 in from center line 9.00 In effective depth 10.00 in 8.73 psi 106.07 psi 1 1 s REINFORCING Pu Mu AF Sxx CIS LF Mc Pb PMax PMIN P w MALLOWABLE As 2096 Ibf 1677. Ibf -in 264.00 in2 162.00 in2 18.29 psi 10.00 in 10975 Ibs.in 0.036 0.027 0.0018 0.022 15546 Ibs.in 0.19 in2 b d P As 24.00 in 9.00 in 0.0018 0.39 in2 SHORT DIRECTION LONG DIRECTION Reber =;....t Reber ... Rebar Area 0,20 in2 Reber Area Spacing 12 in. O/C # of Bars UPLIFT CALCULATIONS 0.31 in2 2 Units Design Uplift = Roof Weight = ytal 2nd FloorSiab Wejet = Footing Weig&t 'Soil Matt = Floor Slab Weight = 0 lbs/ft ( From 0.6DL + W equation ) 20 Ibs/ft ( using 10 Ibs of DL ) 12, 0•Ibsf t :ussrlg full wall weight ) • • • OsIbsift usin tributary load ) d00'0Wt ,using jull footing weight ) • • '0 Ibslft fkusibt 100 Ibs of DL ) 67 Ibs✓ft ( using area of slab equal to area of footing ) • •Iot2N gfavity 4 • • 14 7 Ibsfft Oklo • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • • • ••• • • • • • • • •• •• • • • • ... • • • ••• • • • • • • • • ••• • • • • • • • • •• •• STRUCTURAL AIDE DOB ION 8. ENSINEERIN4 PROJECT: CLIENT : JOB NO. : DATE: ill------------r- :-..T.--: • te— lFoetia+•g !4• x 12•, with 3.5 Cotinuous and • 4.12. c.c. S.D. High Roof High Level Point Load = 2nd Floor Wall = 2nd Floor Slab = Low Roof = Lower Level Point Load = 1• Floor Wall = High Roof Uplift = Low Roof Uplift = height / WWRH8 0.0 ft 2.0 ft Superimposed Loads Unit Load Total Load 0 psf 0 Ibs/ft h if 0lbs/ft 0 Ibs/ft 0 ibs/ft 130 ibs /ft 0 Ibs/ft 1040 Ibs/ft 1170 lbs/ft O,psf 50 psf 65 psf 80 psf Total Gravity Load = 0: Total Uplift Load = 0 Ibs/ft 0 Ibs/ft 0 Ibs/ft F.S. CALCULATIONS High Roof = 2nd Floor Wall = 2nd Floor Slab = Low Roof = 18t Floor Wall = Total DL LL F.S.= (1.2DL +1.BLL) /(DL +LL) F.S. = 1.36 EFFECTIVE WIDTH CALCULATIONS WaII Thickness = Effective Depth = Footing Width = Effective Width = Design Width = 8.00 in 9.00 in 24.00 in 22.00 in 22.00 in I • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • . • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •••'• • • •0• • • PAGE: DESIGN BY : REVIEW BY: Co C3 t- • 3a71107:;14,:741,11,M,,r,t,_ V = '.. 41.41i5ind speed Fig 6-1b, pg 37 -,...........-...,-,.... Importance ( I ) = ). Importance Factor, page 73 Category Table 1-1 pg 4 Exposure = ,i Page 28 L = "Length of Building B = Width of Building Mean Roof Height = Mean Roof height Pitch = WIND CALCULATIONS ( A.S.C.E. 7-05) 1..“1111■11111■Ni•••1•1•11.1■11••■•■•11M•110•11■••••••••■•1111■••11•1•11•1■1•■•11•11••■•11.•■101•1■1•1■1■11•••■••1■• Reinf. Spacing Wall Height Eff. Wind Area GCp + Zone 4&5 GCp - Zone 4 GCp - Zone 5 2.00 ft 12.50 ft 52.08 f12 0.870 -0.975 -1.166 i [P := (G GCP )] CP qh = 49.64 psf o = 14.04° Zone 4 + P = 52.11 psf Z = 20.83 Zone 4 - P = -57.33 psf Kz = 0.91 Table 6-3, Case 2, pg 75 Zone 5 + P = 52.11 psf Kd = -`; Table 6-6 pg 76 Zone 5 - P = -6639 psf Kzt =- Fig 6-4 pg 47 GCPi = ". Enclosed = 0.18, Partially Open = 0.55 .•,-........•.:-.......-...........................-..........-..........................- Masonry Wall Calculation 110•1•11•1•01“11111■13•1•11■1•1 1119•1t,11.1•■■•1111=111•1•1111■11.1•■••11•1■1•1•NOMIN•1=•111•1•01“IM•10•11■11•1•■■•••1•111■11••■••11•1•1=1•1•1•••••••■=111•1111•1•1•11•■•1•1••• dbar = ' 'f'., , Bar Diameter s - y 4t Bar Spacing ht Height Zone = - i.' 'Location for Windload W = 66.79 psf Wind Load P = 1170 lbs/ft Gravity Load into Wall 61M11•11•1111••••1•••••11••■■•• • Elements Pro erties Concrete Masonry Properties Em =, 1.4 E+06 psi modulus of elasticity of masonry, Section 1.8.2.2.1 fm = :t001f(Axsi:: net area compressive strength of concrete masonry Fb = 500.00 psi allowable compressive stress in masonry due to bending/axial loading - - - - - - - - - - - The width of compression block is the lesser of the following b I = 24.00 in fill cell spacing b2 = 48.00 in 6 x wall thickness b3 = 72.00 in maximum as allowed by code b24MOinThethothecornssionbckailowed__.____.---..- Physical s •■•■■1•11=••....., ,z,,,,,,,,,.....,•,,IMMI” wow willIME••1•1111•••1•■•1•■•11•1■11•11111■1111M141•1• ■•••••1•••1 1•01111■11•110•■•11.11■1■0"110•11•1■11•10•=111111•■■•111•1••••••■•■■•■•• bi=**04.7.4:,,,;1 (per ft of wall ) II = 1.95 in4 12= 345.63 in4 A1= 15.0 in2 A2 = 30.0 in2 1 -- I I ho = 3.38 in r = 3.39 in h„„11 / r= 44.19 i 1 I i FA' = 338 psi 1 -I -4 I -,^' ---- -,' „-'" ,,,'" „-' 7- „, , - _ - - - — _ _ _ _ - — - - _ _ - — , 40.• • • F4= • • 333 psi hwall/r < 99 1 ..., FA2 = 941 par • I , • • O ••••• • 1 • • • •• • • • • ••• • • •• ••• •,,, • • • • • Overall depth of section for nominal 8° masonry. Bar is to be placed at the center of wall Nominal thickness of faceshell 30.0 in2 Net area considered for loading, face shells mortared, per foot basis Compare these values and choose the least value for b, 2.3.3.3.1 tp•••••I • ••• • • • • • • • • • : • • • • • • • • • • • •• • • • • • : seas0awee 0 • a • • • 0• • • • Masonry calculations .............-... lm.• A I. NMI • l• MOM • I• !VI OS NI •I=1 A IN MEM IS 10 le=1 .1 NI 1■1 In IN I••• • • INNIN • l• I••• • 01 MEI • • Um. l• i• MB I• • MIR l• le SIMI •I•1 IMMO, 0 11■11 I. N MIMI I. I/ IIIN• .1 01 WWI IN I. r■I MI In WPM- *Oa • • • • 00* • • • • • • • • • • • • 0 •410 • • • • • • • • • • • • • • •• •• • • • 01 00 *•S 0 • • 040• 1 • • • PROJECT : CLIENT : JOB NO. : n =21.48 Es /EM b = 24.00 in The width of the compression block allowed dbar = #5 Bar Diameter Abar= 0.31 in2 Bar Area rho = 0.003196 Ratio of Area of steel to =cracked section k = 0.308197 k x d01880t7y = 1.23 in Location of neutral axis from outside face of Block j = 0.89727 j x da.nry= 3.59 inch Distance between tension & Compression forces IN WWI IN MN MEI III •NM III r. .r =MI III . .. ■.r.•..∎ rrvrr.••.. r. r•r r•r.•rr■.r=.rsrr ∎.r=..•rr■r.■r.M Determination of Maximum Moment 1=•, . e .. ■.. r . 1■ . • 1■• •• • ■• PAGE: DESIGN BY : REVIEW BY : CASE "1 Case 1 , ; Choose 1, 2 or 3 Mmax = 31310 ft.in --> Mira = 2782 ft.in MEFEC = 28528 ft.in P = 1170.001bs per ft _ Checking Allowable Stresses Acting Stress r_ Allowable Stress CASE 2 fs 25.91 ksi fA +fit 629 psi fa 39.00 psi 1.33Fs 32.00 ksi OK!! 1.33Fb 666.67 psi OK!! 1.33FA 450.18 psi OK!! Gravity Load into Wall Calculation Item WidthT•rq Unit Load Total Load High Roof Mn L t 1 0.00 lbs /ft Item Height Unit Load Total Load 2nd Floor Wall ft f (1,00 psf 0.00 lbs /ft Item Height Unit Load Total Load 2nd Floor Point Load 5.00 ft fi 0.00 lbs /ft Item Width,Rlrr, Unit Load Total Load 2nd Floor Slab t t 01I 0.00 lbs /ft Item WidthT.ra Unit Load Total Load Low Roof ft 5. l 130.00 lbs /ft Item Height Unit Load Total Load 1st Floor Wall l 1 1040.00 lbs/ft Item Height Unit Load Total Load 2nd Floor Point Load 13.00 ft ft 0.00 lbs/ft •• ••• • • • • • •• • • • • = 1170.00 Ibs/ft CASE 3 • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AIDE TVRAL AIDe! DESIGN ENGINOERING PROJECT: CLIENT : JOB NO. : 1 DATE:, PAGE .`'. DESIGN BY .0 REVIEW BY UT: Width = Depth = Slab Thickness = Wa I Thickness = To of Footing _ section Volume Force Wind 1 2 3 4 5 Uplift 0.00 cu.ft 0.00 cu.ft 1.83 cu.ft 0.39 cu.ft 167% 0.00 Ibs 0.00 Ibs oLIP rm Length = Soil Height = Pa = Fy ='i 12.00 in 0.00 In O0bpa top* Moment Location Overturning Moment -18.5 In 0.113f-in -3.51n 0.110-1n 275.00 Ibs - 11.01n - 3025.Ibf -bl 58.331bs -11.0 in -842. Ibf -in Soil Weight Left Side Soil Weight Right Side Footing Selfweight Slab on Top Selfweight 3005.00 Ibs tt.0in 33055.Ibf-In 2598.33 Ibs Superimposed Load from 0.6DL + Wind Total Load = 3338.33 Ibs Total Moment = 36722. Ibf -in CHECKING SOIL PRESSURE Location of resultant = Eccentricity = gm, = gmaz = Qanowable = 11.00 in from footing edge 0.00 in eccentricity shall be < 1820.9 psf 1820.9 psf Okll 3.67 in CHECKING WIDE ACTION BEAM SHEAR Critical Point = clear cover = d= Width = acting shear stress = allowable shear stress = 2.00 In from center line 3tioo if 9.00 In effective depth 9.00 in 19.83 psi 82.16 psi 1 -I 1 REINFORCING Pu 4282 Ibf Mu 3426. Ibf -in Ar 264.00 in2 Spt 162.00 in3 qs 37.37 psi LF 9.00 in M0 18161 Ibs.in Pb 0.021 pwx 0.016 b 22.00 in PMIN 0.0018 d 9.00 in P ! 0D25i p 0.0025 w 0.050 MAU.cWAet.s 19456 Ibs.in As 0.27 in2 As 0.50 in2 SHORT DIRECTION Rebar #'& bdli= Rebar Area 0.31 in2 Spacia; 14 in. O/C LONG DIRECTION Rebar Rebar Area 0.31 in2 # of Bars 2 Units UPLIFT CALCULATIONS Design Uplift = 2596 Ibs /ft ( From 0.6DL + W equation ) Roof Weight = Wall Weight = 2nd Floor Slab Weight = Footing Weight = Soil Weight = Floor Slab Weight = 290 Ibs/ft ( using 10 Ibs of DL) 11?,0'IDs/fP (�t;sinn 4 veil weight • • • • Ibs/ft Litsingtrgut ry=oaa,; • • 27544s /ft (using fu$ footing vftailt ) • • • 'bibs /ft•N ing 160 Ibs of Dt) 58 Ibs/ft ( using area of slab equal to area of footing ) Total Gravity = 1463 Ibs/ft•Increaie • • • • • e • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • •• • ••• • •1• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • • ••• • • • • • STRUCTURAL AIDE DESIGN e. E ENOINSERINO PROJECT: CLIENT : JOB NO. : 4\n 0 ? PLA Superimposed Loads height / WTRIB Unit Load Total Load High Roof = ` -40 0 psf 0 ibs/ft High Level Point Load = 14.0 ft It.40t. 0 Ibs/ft 2nd Floor Wall = tit irfi ~` 0 psf 0 Ibs/ft 2nd Floor Slab = Q`#i 0 psf 0 Ibs /ft Low Roof = 2Aft "ff :: 65 psf 1885 Ibs/ft Lower Level Point Load = 14.0 ft 0 111 0 Ibs/ft 1`4 Floor Wall = ',Mt', F 80 psf 1120 Ibs/ft Total Gravity Load = 3005 Ibs/ft High Roof Uplift = 0.0 ft O p 0 Ibs/ft Low Roof Uplift = 29.0 ft 5, 1555 Ibs/ft Total Uplift Load = 1555 Ibs/ft F.S. CALCULATIONS High Roof = 2nd Floor WaII = a� 2nd Floor Slab = of Low Roof = 1• Floor Wail = a• ' Total 115 psf 30 psf F.S. = ( 1.2DL + 1.6LL ) / ( DL + LL ) F.S. = 1.28 EFFECTIVE WIDTH CALCULATIONS '' EFT. -WIDTH Wall Thickness = 8.00 in Effective Depth = 9.00 in Footing Width = 22.00 in Effective Width = 22.00 in Design WIdth = 22.00 in j U,stT olttttg' -21r a6 :2•,:ah I.5 Continuous and • 5.14• c.c. S.D. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •: 0 •• • • • ••• • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3363 N.E. 183rd. St. SUITE # 701 NOR1H MIANI BFACH, FLORIDA 33160 P N0. ice) 040 -7088 FAX. 60. W8) 940 -7173 PROJECT : CLIENT : JOB N° : PAGE: DESIGN BY : VIEW BY : FBC 2007 DESIGN LOADS : FROM EXISTING ROOF : WIDTH TRIBUTARY DL = 315.00 lbs/ft LL = 270.00 lbs/ft FROM PIGGY BACK : WIDTH TRIBUTARY DL = 315.00 lbs/ft LL = 270.00 lbs/ft FROM NEW ROOF : WIDTH TRIBUTARY = DL = 385.00 lbs/ft LL = 330.00 lbs/ft FROM EXISTING WALL : HEIGHT = DL = 720.00 lbs/ft LL = 0.00 lbs/ft FROM EXISTING SLAB : WIDTH TRIBUTARY = DL = 180.00 lbs/ft LL = 80.00 lbs/ft FROM NEW SLAB : WIDTH TRIBUTARY = DL = 180.00 lbs/ft LL = 80.00 lbs/ft FROM EXISTING STEM WALL : HEIGHT = DL = 400.00 lbs/ft LL = 0.00 lbs/ft TOTAL LOAD: DL = 2495.00 Ibs /fl • ••••••..• • • •. •. •. •• • •.. •. • .• •• ••• • • • • • •. • • •. •. • • • • • • • • • • • • •. • ••• • • • •. • • • • • • • • •. s : ••• • • • • • • • • • . • • • •• • ••• • • • • • ▪ • ••• • • .• 0S • • •••. • (2, PROJECT CLIENT : JOB N° : NDS 05 UPLIFT ZONE 1 = UPLIFT ZONE 2 = UPLIFT ZONE 3 = Width TRIBUTARY NET UPLIFT ZONE 1 = NET UPLIFT ZONE 2 = NET UPLIFT ZONE 3 = 00ft - 390.69 Ibs /ft - 749.88 Ibs /ft - 749.88 Ibs /ft (2) 2" x 10" SOUTHERN YELLOW PINE � .00 in �. in 27.75 in 197.86 in4 42.78 in3 1600000 psi • ... • • • ..... • ... .... • PROJECT : CLIENT : JOB N° : Bending PAGE: DESIGN BY : REVIEW BY : NDS 05 Design : " Fig+ Da c :CtXF t , ? C',l(CcX F'b = Allowable Bending Stress parallel to grain Fb = ( Tabulated Bending Stress ) Co = ( Load Duration Factor ) CM = _ ( Wet Service Factor ) Cf = ( Temperature Factor ) CL = See Calculation ( Beam Stability Factor ) CF =� � ( Size Factor ) Cv = ( Volume Factor ) Cfu = ( Flat Use Factor ) Cr = ( Repetitive Member Factor ) Cc = 'l.Ofi ( Curvature Factor ) Cf = ( Form Factor ) Ci = ( Incising Factor SYP ) Beam Stability Factor C, Analisys I„= b = 3.00 in d = 9.25 in = 42.78 cu.in lu /d = 2.59 le = 49.44 in RB = 7.13 KbE = Ex =Ey= E'y = 1.36E +06 psi FbE = 11.75 ksi F'bx = 1.43 ksi 7 FbE / F'bx = 8.228 1 + FbE / F'bx = 9.228 =1 if Fb < 1150 psi ( Joist Span, Face to face ) {2.9 1.69i + 3d 1.8441 ied = slenderness ratio for a bending member = beam width d = beam death unbraced length of beams (distca been points of late ivo unbraced length critter critierd buckling s beat an berg F 0 when. wirfd < 7 when 7 14.3 when kid > 14.3 P& X 0. •• ••• j -. = CL= 0.943 .: ell • • . • •• •.. •• Fb = 1.045 kgi.. F'b = 1 2:ks . • 0: anti //! R nib ratio for bends P in `*`ice factors , Crt, and CL) lumber and gluiam. ... • • • • • • • • •.• • • • • • • • • • •.• • • _ • • •• •• • • • •• •• •.• • • • ••. • • Reactions Stress Check MM,X fb = 877.39 psi F'b = 1418.27 psi Ok!! Shear Check : ( Critical Section at Bolt Connection ) Net Width = 3.00 in Beam Height = 9.25 in Bolt Diameter = # of Lines = r' Net Shear Area = 24.00 in2 Reactions IIStress Check VM( _ ( Connectors in Line, being File perpendicular to the load direction ) Fv _ ( Tabulated Shear Stress ) CD = 1.t r ( Load Duration Factor ) CM = 0.97 ( Wet Service Factor ) Ct = { s ?' ( Temperature Factor ) Ci = 41 ( Incising Factor SYP ) fv = 97.75 psi F'v = 271.60 psi Ok!! •• ••• • • • • • •• • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • ••• • •••. • • • • ••• • • ••• • • • ••• • • PROJECT : CLIENT : JOB N° : Bearing Check : ( Critical Section at Bolt Connection ) Net Width = 3.00 in Bolt Diameter = 0.75 in Net Bearing Area = 2.25 in2 Reactions Stress Check fcl = 391.00 psi F'c = 442.20 psi PAGE: DESIGN BY : REVIEW BY : NDS 05 ( Tabulated Compression perpendicular to grain Stress ) ( Wet Service Factor ) ( Temperature Factor ) ( Incising Factor SYP ) ( Bearing Area Factor ) Ok!! Deflection Check : ( Critical Sections at Midspan and cantilever end ) Span 1 Da L= 0.400 in Ok!! •• ••• • • • • • •• • • • • • • ••• •• • • • •• • ••• • • • • • • • • • • • • • • • •• • • • • • • •••• ••• •••• ••• • •••• • ' •• •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •og• • • • . • • • • • • • • .. • •• flog • ••• • • • ••• • • • NDS 05 UPLIFT ZONE 1 = UPLIFT ZONE 2 = UPLIFT ZONE 3 = WidthTRIBUTARY NET UPLIFT ZONE 1 = NET UPLIFT ZONE 2 = NET UPLIFT ZONE 3 = ft - 390.69 Ibs /ft - 749.88 Ibs /ft - 749.88 Ibs /ft (2) 2" x 10" SOUTHERN YELLOW PINE Y ff Ft in in 27.75 in2 197.86 ina 42.78 in3 1600000 psi eff ection c • • .. ... • • • • • • • • . • • • •• • • • • • • . 0 • 0.0 • • • ... • •• • PROJECT : CLIENT: JOB N° : PAGE: DESIGN BY : REVIEW BY: NDS 05 Bending Design : ...ibrca t XC XCd(C 1,,XC FX.0 1,Xe XC ,XC ,XC F'b = Allowable Bending Stress parallel to grain Fb CD = Cm = Ct = CL = See Calculation CF Cm = Cfu Cr CC = Cf Cj Beam Stability Factor CI Analisys lu b= 3.00 in d = 9.25 in = 42.78 cu.in IId = 2.59 = 49.44 in ( Tabulated Bending Stress ) ( Load Duration Factor ) ( Wet Service Factor ) ( Temperature Factor ) ( Beam Stability Factor ) ( Size Factor ) ( Volume Factor ) ( Flat Use Factor ) ( Repetitive Member Factor ) ( Curvature Factor ) ( Form Factor ) (Incising Factor SYP ) L9 ( Joist Span, Face to face ) =1 if Fb < 1150 psi 12.064 1.631, 1.844 RB = 7.13 RB b2 K • -bE t'l = ‘••• RB = slenderness ratio for a bending member b = beam width E'y = 1.36E+06 psi d = beam depth unbraced length of beam (distance between points of lateral support effective unbraced length when 1jd < 7 when 7 lid 14.3 when ijd > 14.3 E„ = Ey FbE = 11.75 ksi Fib, = 1.43 ksi FbE / F'bX = 8.228 1 + FbE F'bX = 9.228 • •• •• • • CL = be993.: • . •• ••• Pur (Afield budding stress fbr KbeE; tabulated eA Pg• x (prndut • • st 0,429 for ',Wittily • • • F1, *1,1 .ffybksi e • kei °, :6 •• • • • • • * • • • • • AnSerk : 4 njit for products with variability such ft9 MSR lumber and slalom. • • Ste twp4.4) asaD and 12 additional latbrmatien. 13; ft4 modulus of elasticity associated with lateral torsional = medulla of elasticity about y axis multiplied by all appropriate adjustment • • • • fact emAteesdi that Co does not apply to R„ For sawn lumber. R, For ito1as44,10; R, maybe di rent, • • s. R; sl ratio ter bandits; member 4 ,r pi rit x axis multiplied by certain. adjustment factors except eft, Cr. and q) ■• • • ••• • • • , • •• • • • • • • • 000 • • • • • • • • • • •• 0* • ••• • • • • Reactions Stress Check MM,ax = fb = 946.68 psi F'b = 1418.27 psi Oki! Shear Check : ( Critical Section at Bolt Connection ) Net Width = 3.00 in Beam Height = 9.25 in Bolt Diameter = ## of Lines = Net Shear Area = 24.00 in2 Reactions Stress Check VmAx fv = 140.63 psi F'v = 271.60 psi ( Connectors in Line, being File perpendicular to the Toad direction ) ( Tabulated Shear Stress ) ( Load Duration Factor ) ( Wet Service Factor ) ( Temperature Factor ) ( Incising Factor SYP ) Oki! • • • .0 •• • • • • • • • • • • • • ••• • •• ••• •• ••• • • •••. • ••• • • • • • •• • •. • • • • • • • • • • • • •• • • •• • • • • •• • • • 0 • •• • • ••• • • • ••• • • • • • ••• • • • • •• • • • • • • • •• 0 •• • • • i•• •0 • • ••• • • PROJECT B CLIENT : JOB N° : Bearing Check : ( Critical Section at Bolt Connection ) Net Width = 3.00 in Bolt Diameter = 0.75 in Net Bearing Area = 2.25 in2 Reactions Stress Check fel = 562.50 psi F' = 442.20 psi PAGE: DESIGN BY : REVIEW BY : NDS Os ( Tabulated Compression perpendicular to grain Stress ) ( Wet Service Factor ) ( Temperature Factor ) ( Incising Factor SYP ) ( Bearing Area Factor ) NG Deflection Check : ( Critical Sections at Midspan and cantilever end ) Span 1 : Aa •• ••• • • • •• • •• ••. L •• 0.400 in • • • • • • . • •• • •• • •• Oki! • ••• • • • • • • • • • • ••• • s• • ••• • • • ••• • • •• • 000 • ••• • • • • • • • • ••• • • • • • • • ••• • • • •• •• • • • ••• • •• • •• 000 • • • ••• • • Flich Plate Required = # of Flitch Plates = 2 units Flitch Plates thickness = •.• • • • • • • • • • .• • •• •• • • • •.' •• • • • ••• • • PROJECT : CLIENT: JOB N° : PAGE: DESIGN BY : REVIEW BY: Bending Design Fti(CDXCAiXed(CL)(CFXCIAC XCTXC,X0 CI) F'b = Allowable Bending Stress parallel to grain Fb ( Tabulated Bending Stress ) Co = CM = Ct = CL = See Calculation CF Cv Cfu Cr = Cc = Cf Cf = Beam Stability Factor CI Analisys lu = b = 4.50 in d = 9.25 in S„( = 64.17 cu.in Vd = 2.59 I = 49.44 in ( Load Duration Factor ) ( Wet Service Factor ) ( Temperature Factor ) ( Beam Stability Factor ) (Size Factor ) ( Volume Factor ) (Flat Use Factor ) ( Repetitive Member Factor ) ( Curvature Factor ) ( Form Factor ) ( Incising Factor SYP ) 1.9 ( Joist Span, Face to face ) =1 if Fb < 1150 psi PI" 76E1F 0.99 2.061, whan 4Jd < 7 1.63t 3d when 7 ljd 14.3 /.: when IJd > 14.3 ked RB = 4.75 RE = b2 KbE = 0 4 = sloudernese ratio for a bending member E„ = Ey = 1.60E+06 psi b = beam width E'y = 1.60E+06 psi d = beam depth unbraced length °fin= (distance between points of late FbE = 31.10 ksi effective =braced length Fib), = 1.05 ksi P= kib critical tie .0 4: sir be bers FbE / Fib), = 29.621 1 + FbE F'bX = 30.621 ••• • , CL • • • • • • • OO •0 F. ksi. F!b tbs !or .: • •° ••• • • • • • • • • • • • : :• INV tb fl i, nt wth -0.: vrinbility such as MSB lumber and &lam. O . . pic D and Fa additional intimation. R; = modulus "1.• ty associated with ktteral tortional buckling = modulus of ekti ty about y axis multiplied by all appropriate adjustment „ • ,, factors. Recall that Op does not apply to R. For sawn ltuaber, si . 4. For • • sit, .1, Cad 2,,, may be different. • • • • )(C) : eft ratio fer beading member • • • ••• • • • • • • • • ••• • • • • • • • • • 041 00 • • • 00 00 ••411 • • 0 •O• 9 • PROJECT : CLIENT : JOB N° : PAGE: DESIGN BY : REVIEW BY : Reactions Stress Check MMAX fb = 875.15 psi Fib = 1048.17 psi Ok!! Shear Check : ( Critical Section at Bolt Connection ) Net Width = 4.50 in Beam Height = 9.25 in Bolt Diameter = 0.63 in # of Lines = 2.00 unit Net Shear Area = 36.00 in2 Reactions Stress Check VM( = Fv = CD = CM = Ct = ci = fv = 97.92 psi F'v = 169.75 psi NDS 05 ( Connectors in Line, being File perpendicular to the Toad direction ) ( Tabulated Shear Stress ) ( Load Duration Factor ) ( Wet Service Factor ) ( Temperature Factor ) ( Incising Factor SYP ) Ok!! • • • • ••• • •• •; • . • ••• •• •• ••• •• •• • • • • •• • • ••• • • • • • ••• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • •• • ••• • • • ••• • S • • • ••• • ■ • • ••• • • •• • • • • ••• •• • ••• • • PROJECT : CLIENT : JOB N° : PAGE: DESIGN BY : REVIEW BY : NDS 05 Bearing Check : Net Width = 4.50 in Bearing Length = 6.00 in Net Bearing Area = 27.00 in2 Reactions Stress Check VMAX = 2350.00 Ibs fc.,. = 87.04 psi F'v = 402.21 psi Deflection Check : L= Calculated Deflection = AMAX ©ACTUAL = ( Tabulated Compression perpendicular to grain Stress ) ( Wet Service Factor ) ( Temperature Factor ) ( Incising Factor SYP ) ( Bearing Area Factor ) Oki! ft in 0.3333 in 0.1135 in Oki! Load Input : DL = LL UPLIFT = AREA -Ria. = WDL = WLL = Ww = Geometry Input # of Members = Width = Depth = Height Loads : ( Dead Load ) ( Live Load ) ( Uplift, Max. between zone 1 & MWRFS ) ( Tributary Area ) 2205.00 Ibf ( Dead Load base on tributary Area ) 1890.00 Ibf ( Live Load base on tributary Area ) - 3377.43 Ibf ( Uplift Load base on tributary Area ) Tension due to Uplift = Compression due to DL = Compression due to LL = COLUMN /STUD STUD AT EDGE DESIGN - 3377.43 Ibs 2205.00 Ibs 1890.00 Ibs Load Cases as per ASCE 7 -05 ( Only Applicable ) 2) D + L = 4095.00 Ibs 5a) D + W = - 1172.43 Ibs 5b) D - W = 5582.43 lbs 6a) D + 0.75 (( +)W + L) = 1089.43 Ibs 6b) D + 0.75 (( -)W + L) = 6155.57 Ibs 7a) 0.6D + W = - 2054.43 psf 7b) 0.6D - W = 4700.43 psf Max. Tension = - 2054.43 psf Max. Compression = 6155.57 psf 1 PAGE : DESIGN BY : REVIEW BY : Compression Design Fe' C(C,a )(C Cp)(Ct) F'c = Allowable compression stress parallel to grain Fc = (SYP #2) Co ` ( Due to Gravity ) CM = (Fc x CF < 750, then CM = 1.00 Ct ( Normal Temperature ) CF r ( size factor for compression ) Cp = 0.30 ( See calculations below ) C. = 1.0 ' ( Incising Factor ) Column Stability factor Analysis : KcE = E_ E' = 1280 ksi d= 3.5Oin P. =8.5Oft Ke P,, = 102.00 in Fe = 1650 psi 1 = 0.3 for visually graded lumber = 0.384 for MEL = 0.418 for products with less variability such as MSR lumber and glulam Bee NT)S Appondix F2 for Additional information ( Column /Stud Nominal length ) ( Effective Length Factor, see sketch next page ) ( Column /Stud Effective length ) DATE: PAGE : DESIGN BY : REVIEW BY : ( / d ) 2 = 849.31 FE = 0.45 ksi F* = 1.37 ksi c= FcE F* = 0.33 (1 +FcE/F*)/2c= 0.83 ICAE' Fa (11d) = Fc(CD)(C )(Cd(CF)(e) c = buckling and crukthing interaction factor for columns = 0.8 for sawn lumber columns = 0.85 for round timber columns = 0.9 for glulam colunms Cp = 0.30 Cp = 1 + Fx/F: t (1 -F F 2 FE/F 2c k, 2c = 415.76 psi Stress Check : depth = 3.50 in width = 5.50 in Area = 19.25 in2 F'c = 415.76 psi P = 6155.57 Ibs cTACTING = 319.77 psi IE' = modulus of elasticity associated with the axis of column budding (see Bee. 7.4). Recall that CD does not apply to E. For sawn lumber, Ex = Ey. For glulam, E, and Ey, may be different. = E(COCt)(CT)Ci) (TALLowABLE = 415.76 psi OK!! 1 1 PROJECT : CLIENT: JOB N° : PAGE : - • • DESIGN BY : REVIEWBY: EFFECTIVE LENGTH FACTOR 1 Isrpecrive LEA( al440000L4Ce CP' 4 eivat 7W af' Pod ve Thf v a CC edscrU uKoraM54ce,OP 4 &ma A'W MIAMI :DEA COUNTY OUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1055 East 29th Street Hialeah, FL 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 -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVHC -37 Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 02/18/08, 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 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 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. Thir NOA revives ?Mu rpn' ws NOA # 03- 0224.10 and consists of this page 1 and evidence page E-1, as well as approval document ment:onee above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. r m F MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.uov/buildinlrcode NOA No. 08-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED of A. DRAWINGS 1. Drawing No. NU -1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 02/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS Test reports on wood connectors per ASTM DI761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector 1. 05 -5195A AB -5 2. 05 -5196A AB -7 3. 04 -4995 NVTHJ -26 4. 04 -4996 NVTHJ -28 5. 05 -5612 IKE -I 6. 06 -5622 IKE -2 7. 04 -4908 NVTT 8. 03 -4631 NVTT 9. 08 -6711 NVHC -37 Load Direction F1 and F2 F1 and F2 Upward Upward Upward, LI and L2 Upward, Ll and L2 Upward and Ll Upward and L1 Upward, Ll and L2 Date 06/03/05 06/11/05 01/31/05 01/31/05 03/20/06 05/01/06 07/21/04 06/21/04 03/14/08 C. CALCULATIONS 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/08, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Code conformance letters, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0224.10, issued to Nu -Vue Industries, Inc., approved on 04/17/03 and expiring on 05/22/08. E -1 Ca os 141. Utrera, P.E. Product Control Examiner NOA No. 08 -0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 AB -7 18 Gauge Angle Clips. tit WI AB-5 Typical Installation Product D Dimensions (inches) F Fastener Schedule A Alowable Loads (lbs) Wl W W2 L L H Header J Joist F Fl F F2 A115 1 134 2 2346 5 5 3 3- 10dx134" 3 3- 10dx134" 5 511 5 595 A117 1 1X 2 23/t6 7 7 4 4- 10dx134" 4 4- 10dx134" 5 582 7 794 Notes: Nail wider angle leg to Joist and Shorter leg to Header. 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 National Desing specifications (NDS) for wood construction, 2001/2005 Edition. 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS table 11P, 00.55 and have been reduced for Penetration Depth factor NI OD. 5. Allowable loads for wind uplift have already been increased by a duration factor of 60% for anchor nail. Load values shown are without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added togs. A design load which is divided into components in the direction given must be evaluated as follows: Actual Uplift + Actual Ll <=1.0 Allowable Uplift AllowableLl AUo aL2 7. Allowable loads are based on 1X" thick wood members unless otherwise noted, 8. All tie beams and grouted concrete masonry shall comply with chapter 21 of 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 C90. 9. All tests have been conducted in accordance with ASTM D -1761. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON. TX 77068 Nu -Vue Inclustaes. I�. 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG#: NU -1 Sheet: 1 of 4 Data Feb 18, 2,008 Revisions: 0 Detu Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 daugu steel and the seats of 20 gauge steel. UPLIFT Assembly Product Code Dimension H (mom) Total No. of Fasteners in Sttap 10dx11/z" Total No. of Fasteners in 20 CiA. Seat 10dx134" Allowable Loads (lbs) Uplift 6 Ll 6 L2 6 NVSTA12 12 5 6 1046 700 1049 6 6 1141 760 1144 NVSTA16 16 7 6 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 9 6 1426 950 1430 NVSTA22 22 2259 NVSTA24 24 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assembly Product Code Dimension H (inches) TotalNo. of Fasteners . in two Straps 10d 13i" Total No. of Fruneners in 20 GA. Seat 10d 111" Allowable Loads) 6 Uplift 5 Uplift 6 Ll 6 L2 10 6 1506 1766 1050 1450 NV.ITA12 12 12 6 1695 1987 1181 1631 NVHTA16 16 14 6 1883 2208 1312 1812 16 6 2071 2429 1444 1994 NVFtTA20 20 18 6 2259 2649 1575 2175 NVHTA22 22 Notes: PRODUCTREvt 1. Nails are necessary in straps and seat to achieve, desing 1oa 2. See note 6, sheet 1 for combined loading. AcmpawNoa , KTn.1n.1,...,,..1,ri,nrrl" Q11af not force the imffi mates. QTY NVHTA24 24 4. For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi connate. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 the Milk �.. ... PmdKeCmhol Nu -Vue 1053 -1059 East 29 Street Biialeah, Florida 33013 (305) 694-0397 Fax: (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG4: NU -1 Sly Data: Rayons: Feb 18, 2 of 4 2,008 12 Gauge NVTHJ Truss Hip & Jack Hanger 20G Stud Plate Ties Header 2 -2X NVTHJ -26 as shown NVTHJ -28 similar U.S. Patent No. 4,964,253 Product Allowable Loads (lbs) S. Pine Nail Schedule Loads Header ils l (e) pNail 10d JackNaill� a b total c d total NVT11126 1478 16 4 3 7 2 3 5 NVTHJ28 1931 20 5 4 9 2 3 5 NVTHJ -28 as shown NVTHJ-26 similar ote: For 1 -2x members 10dx1Y2° nails can be used DoE -1 �. Typ Typ • • 1 • ri H 0 o° IKE-2 UPLIFT TYPICAL 0031 INSTALATION Product Code Ions (inches) Fasteners Allowable Loads (lbs) W H L Stud Plate Uplift Ll L2 ME 1 1% 5 33e 6-10d 4-10d 787 337 337 IKE 2 1% 633 31.¢ 6-10d 7 -10d 932 451 318 PItODUCrREVrsED latedionCed complvingivisiranalatits no:ptsnoeNo ;K-O f KY Division VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 Nu Vile lnd114uies,1n9. 1053 -1059 East 29 Sher Hialeah, Florida 33013 (305) 6940397 Fax: (305) 694-0398 q tag 'J `� ! TRUSS AND TOP PLATE ANCHORS DWG #: NU-1 Street 3 of4 Date: Feb 18, 2,008 Revisions: d 6 18 Gauge NVTT Sanibel Truss Strap P_alact r Dimensions n1 (inches) Fasteners Scb+le Allowable Loads (lbs) W H L Truss Top Plates Masonry Uplift LI NVT1 -1 1316 1 14 13 2- 10111" 6-10d — 968 543 :NTT --2 13 144 114 13 2- 10da134" -- 6-,f�xl 1584 465 1. 1- 10c!-d3 "nail is placed on each side of the T ss and 3- IOdnatis in each leg are placed in two top pLtes. 2. 3 -Y "dia. a Hi" long, 13" embedment tapcons are placed in mob leg and into the hollow concrete masonry. Maintain 2}l" edge distance from top of the block and spacing of 3" between the tapcona. NVrr1 od= UPLIFT NVIT-1 As Shown NVIT-2 Stmi rexcept concrete =song with Veen anchors instead of Woad Plebs ordinals. 18 Gauge NVHC 37 SWAY Grip Clip (520) . ' t s71 VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 rcUDUCFREV1 eu yl fod+ri6meF7wtda BmIdlog rjapp t�7�7 m dp a c tc! wo 3 Nu —Vue es.1na. 1053 -1059 East 29 Shoat Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694.0398 TRUSS AND TOP PLATE ANCHORS DWG0: NU -1 Shy: 4of4 Date: Feb 18, 2,008 Revisions: rT 0 N Nail gcbedule Allowable Design Loads (lbs) Product Code Description Header or or o Uplift Ll L2 NVHC 37 5 Way Clip 16-8d ca 16 164w 12-8d ar 12lOd 702 560 637 VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 rcUDUCFREV1 eu yl fod+ri6meF7wtda BmIdlog rjapp t�7�7 m dp a c tc! wo 3 Nu —Vue es.1na. 1053 -1059 East 29 Shoat Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694.0398 TRUSS AND TOP PLATE ANCHORS DWG0: NU -1 Shy: 4of4 Date: Feb 18, 2,008 Revisions: rT 0 N BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vne 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 -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, 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 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 snail be rvrilzble for inspection at the job site at the request of the Building Official. This NOA ransws PICA # 05- 0791.04 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. V OZ k 2 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 vwvw.miamidade.gov/buildingcode NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 k 4 .� l 2./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 sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 05- 0701.04" 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 Upward 11/07/02 3. PT 02 -4074 Upward 11/06/02 4. PT 02 -3938 Upward 08/06/02 5. PT 03 -4177 Upward 02/03/03 6. PT 03 -4202 Upward 02/19/03 7. PT 03 -4271 Upward 03/27/03 8. PT 03 -4270 Upward 03/27/03 9. PT 02 -4095 Up & Downward 01/17/03 10. PT 02 -4096 11. 31- 22456.0002 12. PT 04 -4698 13. PT 04 -5036 NVTA NVTA NVTA NVRT36 NVRT36 -T NVRT36 -T NVRT24 -T NVUH26 NVBH24 NVTA & NVTAS NVTH24 NVTH24 C. CALCULATIONS Report of Design Capacities prepared by V. Product Model No. of Pages 1. NVBM24 7 through 8 2. NVRT 9 through 14 3. NVTA & NVTAS 1 through 6 4. NVTA & NVTAS 1 through 14 5. NVRT 15 through 15 "Submitted under NOA No. 04-1202.01" Up &Downward Lateral Upward Parallel/Perpendicular Upward Load 12/03/02 07/06/02 04/15/04 12/10/04 N. Tolat, P.E. Date Signature 05/05/03 V. N. Tolat, P.E 05/05/03 V. N. Tolat, P.E. 05/05/03 V. N. Tolat, P.E. 02/06/03 V. N. Tolat, P.E. 07/07/03 V. N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). .rr> 5/2/0 r arlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -1 L\ Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS 1. 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. "Submitted under NOA No. 04-120Z01" 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. 04-1202.01" G. OTHER 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. E -2 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 Length (1n) Product Code Gauge seat Gauge strop 16 1 nVTA -16 NVIPS 212 20 14 18 1.VTA -18 hVTAS 214 20 14 20 NVTA -20 NV-AS 2.8 20 14 854 -22 N'rAS 2,8 20 14 ___22_ _NVTA 2, INVTA -24 NVTAS 220 20 14 28 NVTA -26 r1VTAS 222 20 14 2P NVTA-28 ,4.T,iS 424 20 14 .i0 NVTA -30 NVTAS 226 20 14 38 NVTA -36 NVTAS 231 20 14 '5 'IVTA -48 NVTAS 244 20 14 General Notes: No. of Fasteners each strap 10d Maximum Allowable Load (lbs) Uplift Single Strap Uplift Double„ NVTA L1 Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 6 805 1610 25D 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 +1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note For 8 or more nails per strap, use double truss for double straps. 1. Steel Mall conform to ASTM A653, structural grade 33 (Min. yield 33 kei) and a minimum galvanized coating of G 80 per ASTM A525. 2. Allowable loads are based on Notional Dosing specifications (NOS) for wood construction, 2001 Edition and Florida Building Code 2004. 3. Design loads are for Southern Pk:* species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Nail vdues are based on N05 table 11P, 0 -0.55 for common wire nails and have been reduced for Penetration Depth factor CD. 5. Allowable Toads for wind uplift have already been increased by a duration factor of 1.6 for anchor nails. 3310 steel stress increase 1* not used in the tabulated values. 6. Allowable loads for more than one direction for a single connection cannot be added together. A design load which can be divided Into components In the directions given must be evaluated as follows: Atsss t;llowabl fi + Ae 7 .1 74MIBUL3 <= 1.0 7. Allowable toads are based on 1r° thick wood members unless otherwise noted 8. All tie beams and grouted concrete masonry shall comply with chapters 19 and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete C9asonry shall be a min. of 2500 psi. Concrete masonry shall comply with ASTM. 9. All tests have been conducted in accordance with ASTM D -1761. TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat N H Length (in) Product Code Gauge seat Gauge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -38 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 Perpendicular to waif L2 No. of Fasteners each strop 10d x 1.5° Maximum Allowable Load (Ibs) Uplift Single Strap Uplift Double NYT sr L1 Single is Double Straps L2 Single & Double Straps 5 1032 2238 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 9 1153 *2306 520 630 10 1161 *2322 520 630 11 1170 *2340 520 630 12 1178 *2356 520 630 13 1187 *2374 520 630 *Note For 8 or more nails per strap, use double truss for double straps. iPSOBUCPREVISED p.yyQ■siy{ 14 0,. Ilan By Reinforcements Required Parallel L1 to wall VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 0 Concrete Tie Bean or Tie Beam formed with concrete filled masorRifODUCI*RBNEWED ewwi mods BwilditsCads Acceptance No Holes Dta i° NVTA, NVTAS u — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 894 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG NU -2 Sheet 1 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 6 TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 19. NVRT-1:" 14 1. NVRT —t6 14 18 NVRT -18 14 2U NVRT -20 14 2L NVRT -22 14 22' NVRT -24 14 3(` NVRT -30 1Y 36 NVRT -36 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (lbs) TOTAL 12 Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 Notes: 1. Specify "r for Flat and "T" for Twisted when ordering. 2. Fastener values are based on o minimum 1 , thick wood members. 3. * Indicates no. of naffs In each connected wood member. 4. See General Notes, sheet 1. • • .° .° r s • s • s •, • • s • s s e • • LENGTH HALF HALF Connected Connected to truss 1. to wail 1" UPLIFT R N I2" Mtn. edge distance Reinforcement required TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams Length (in) Product Code Gauge 12 NVRT-12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT-20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 or Concrete Filled Masonr No. of 16d nails to Wood Framing No. of " diameter Tapcons to Concrete Maximum Uplift Load (lbs) 4 6 722 5 7 856 6 8 991 7 9 1125 PROOUCr&_ EWED s tw0ef AarpesserNe r7ijl Notes: Nabs 1. ITV tapoons shall be embedded a minimum of 11° Into concrete tiebeam or tiebeam formed with concrete filled masonry. ITV/ tapcons shall have a min. edge distance of and minimum spacing of 13° as shown. 2. See General Notes, sheet 1. 3. All tapcons must be in the same row space at Uri" on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required tapcons. Tie Beam formed with concrete filled masonry or concrete tie beam VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON. TX 77068 0 NVRT An- ch- or Holes dia. f" 1" Do not Use circled holes ralr16d } "Tapcons u — Vu e industries. Inc. 1053 -1059 East 29 Street Hialeah. Florida 33013 PHONE: (305) 694 -0397 FAX (305) 694 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG #: Sheet: Dote: Revisions:July , 203 Jan. 10. 2006 NU -2 3 of 4 FEB. 13.2003 July 19. 2006 tom° O Truss plate required a: S Double Seep Double Truss bottom. chord Truss transfer load ta bottom chord 1 Rein for ants Concrete Tie Beam or Re Beam formed with concrete filled masonry Reinforcements `J Single Strap Single Truss b` Concrete Tie Beam or Tie Bean formed with concrete filled masonry Naps on Front & Bark Shall be off centered H Length (in) TABLE Truss Anchors NVTH Product Code Gauge seat Gauge strap 12 NVTH -16 18 14 14 NVTH -18 18 14 16 NVTH -20 18 14 18 NVTH -22 18 14 20 NVTH -24 18 14 22 NVTH -26 18 14 24 NVTH -28 18 14 26 NVTH -30 18 14 32 NVTH -36 18 14 44 NVTH -48 18 14 5 Naps in Front (Min.) Naps 10d x 1.5' mammommermigdogicodiRElemporibillsnieGt A. r>o o ft tienmno, ea . r.�sk7 i `$..P ... No. of Fasteners In each Strap 10d x 1.5° 5 6 7 8 9 10 11 12 13 Maximum, UplIft Loads (ibs) Single Strap on Single Truss 1032 1222 1275 1329 1383 1437 1490 1544 1598 NVTH Double Straps on Double Truss Nu — Vu a Industries. Inc. 2064 2444 2550 2658 2766 2874 2980 3088 3196 1053 -1059 East 29 Street Hialeah. Florida 33013 G. Phone: (305) 894 -0397 Far (306) 894 -0398 NVTH ANCHORS DWG NU -2 Sheet: 4 of 4 Date: JULY 19. 2001 Revisions: 1- 101 TABLE 3 NVBH 24 BUTTERFLY HANGER U §o u 0 FASTENER SCHEDULE ALLOWABLE LOADS (ibs.) DOWNWARD GRAVITY LOADS 2x41 NVBH24 18 12 6 1113 Notev: 1. '1^e cl specified fasteners in schedule to achieve values Indicated duluee are based on header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span 2 DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER Notes: 1. Use all specified fasteners in schedule to achieve values indicated 2. Values are based on 3` header thickness and 1 " Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 SYMM.© Mid Span UPLIFT DOWNWARD LOAD PRODUCTRENEIVED asozbiarbiliellookla Ata4M+soeNo i PredanCocsiy \ u — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS DWG tit NU -2 Sheet: 2 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2005 July 19, 2006 PRODUCT CODE 1 GAUGE 1 FASTE ER ALLOWABLE LOADS (ibs.) �T 6 m e.. 3 a DOWNWARD GRAVITY LOADS WIND UPLIFT LOAD 2x6 NVUH26 14 20 10 2233 1213 Notes: 1. Use all specified fasteners in schedule to achieve values indicated 2. Values are based on 3` header thickness and 1 " Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 SYMM.© Mid Span UPLIFT DOWNWARD LOAD PRODUCTRENEIVED asozbiarbiliellookla Ata4M+soeNo i PredanCocsiy \ u — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS DWG tit NU -2 Sheet: 2 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2005 July 19, 2006 MM 1� MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) k ct O 1'? 1 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 NU -VUE Industries Inc. 1055 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 -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including High velocity Hurricane Zone. DESCRIPTION: Wood Connectors. APPROVAL DOCUMENT: 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" sheet 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, prepared by Nu -Vue Industries Inc signed and sealed by V. N. Tolat, PE, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:. copy cf th:s emir a N•GA shall be provided to the user by the manufacturer or its distributors and shall be availabk . for i,ispet =tior, at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page & approval document mentioned above. The submitted documentation was reviewed by C nt PE. NOA No: 04- 0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawings prepared by Nu -Vue Industries Inc, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTIJLNVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat ", Drawing No. NU -5, sheets No. 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Product Testing Inc, signed and sealed by C. R. Caudel, PE. Report No. Wood Connector Direction Date 1. PT # 03 -4482 NVSNP3 Downward 09/15/03 2 PT # 03 -4625 NVHCL/R Up& Sideways 01/21/04 3 PT # 04 -4641 NVSTA -2411 Up& Sideways 03/17/04 4. PT # 04 -4698 NVTH24 Up& Sideways 04/15/04 5 PT # 03 -4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 04 -4642 NVHTA -24H Up& Sideways 03/22/04 7. PT # 03 -4543 NVTH2O/NV358 Up& Sideways 12/19/03 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat on 04/27/04, sheet 1 through 12, signed and sealed by V. N. Tolat PE. D QUALITY ASSURANCE 1. Product Control Division E STATEMENTS 1. Code compliance letter issue by V. N. Tolat on 04/27/04 signed and sealed by V. N. Tolat, PE. 2. No interest letter issued by V. N. Tolat on 11/03/04 signed and sealed by V. N. Tolat, PE. E -1 andid F. Font PE. Sr. Product Control Examiner NOA No 04- 0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 • 11,1 *) 1Ys Hole pattern Is / mirror i nage of the oppette side Hiles die" dia. TABLE 1 SKEWED NAIL PLATE Supported Truss Top & bottom chord Product Code Steel Gouge Fastener Schedule Schedule Loads lbs ) Each End Gravity Uplift NVSNP3 18 (6) Bd x tr 578 ..- 594 - For Uplift, use two NVSNP3, one at tap chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. Notes: ✓ 1. Use 6 nail 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 end of supported member (see sketch.) NVSNP3 Installation 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 National Desing specifications (NDS) for wood construction, 1997 Edition. - 3. Design Toads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS table 12.3F, G =0.55 - and hove been reduced for Penetration Depth factor Cd. 5. Allowable loads for wind uplift have already been increased by a - duration factor of 33% for anchor nail. This increase is not allowed - for steel stress if dead load and wind loads are combined. Load - values shown are without 33% steel stress increase. 6. Allowable loads 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 Uplift qctupq L1 Actual. L2z Allowable Uplift ± Allowable L1 , + Allowabe fL2 1.0 - 7. Allowable loads are based on 132" thick wood members unless - otherwise noted. - 8. All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC. Concrete for tie beams and grout and mortar for - concrete masonry shall be a minimum of 2500 psi. Concrete mosonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with ASTM D -1761. VEIN N. TOLAT, PE (CIVIL) FL REG. # 12847 15125 LANTERN CREEK LANE HOUSTON, TR 77068 Nu -Vue aminsties,inc. 1088- 1069Haat 29 Street Hialeah, Florida 83013 (305)694 -0397 FAX: (306) 694 -0398 SKEWED NAIL PLATE DWG #: NU -5 Sheet: 1 of 4 Date: APRIL 15, 2004 Revisions: Sept. 20. 2004 TABLE 2: NV358 L 140 Double NVTH Straps with 2 ply 18G seat Assen,t;y Product Ccts , 14G Strad Di.nenslon Product H Code 1 (inches) Notes: Total No. of Fasteners in 2 Straps 10d x 5 Total No. of Fasteners in Seat 10dx3 "- Allowable Loads (Ibs) Uplift 1.1 8- 8 2245 1961 1839, 10 8 2525, 2208 • 12- 8 2452- 2298 14 8 • / 2597. 2528 18 8 • 3387 1 2942 2758 1. Mtnimum embedment into concrete 4 ". 2. Nails are necesary In straps and seat to a6Hte a design loads. ' 3. See Note 8 (Sheet 1) for cembined load • 4. Nags through chords shall not force the truss plate On the opposite side. UPLIFT i il Truss plate required 4 ,4" 1 to transfer toad to '/ nwseanmm/ em eta 9,e or y/ chord Worlds' . ,. .. NaA .rZix 1 dez- \\ `'Nee" Reinforcements Dnde Camel Required lift! ftrigj Concrete Tie. Bean "tom or Tie Ream Maned with Concrete Hied Masonry. TABLE 3: NV458 — 140 Double NVTH Straps with 3 ply 18G seat Assembly Product Code 14G Strap Product Code Dimension H (inches) Total No. of Fasteners in 2 Straps 10d X 5. Total No. of Fasteners in Seat 10d x 3" Allowable Loads (Ibs) uplift Li L2 NV458 -12 NVTHI8 12 8 8 2245 ' 2783 2078 NV458 -14 NVTH18 14 11) 8 2528 3131 2338 NV458 -18 N■1H2O 18 12 8 2808 3479 2597 NV458 -20 14V24 20 14 8 3088 ' 3527 2857 NV4.58 -22 14vTH26 22 18 8 • 3357 4175 3117 NV458 -24 NVIH28 24 NV458 -28 NVOd30 25 NV458 -32 NVTH319 33 8 NV458 -44 i4vn448 44 Holes 0ia.4fe" . 3 NV358 47,W" NV458 1 5$.NV458'+ Side Vlew VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12841 151231ANTERN CREEK LANE HOUSTON, TX 77068 Holes Dtrn %" fife 1 180 Seat Detail NV358 and NV458 Nu -Vue Tndsetries.7ac 1063 -1059 Hest 29 Street Hialeah. Florida 33013 (306? 694 -0397 FAX: (3053 694-0398 Data: Revisions: AIM. IS, 2004 Sept. 20, 2004 - NV358 & NV458 WITH DOUBLE NVTH STRAPS DWG #: NU -5 Sheer^ 2of4 Truce plate required to transfer Iced to bottom chord MIN. 4 MIN. 4 EMB. 4M13. NVTH l to Perpendicular L2 10° Reinforcements � Required %N.::,,,4A4.14p.1 Parallel to wail TABLE 5 / HURRICANE CUPS / Ph, Concrete Tie Beam or Tie Beam formed with concrete filled masonry Product Code Description Gauge Fasteners 10d x 13 Allowable Loads (Ibs ) Header Joist Uplift Li 1-2 NVHCR I HURRICANE CUP - RIGHT • 18 , 8 . 8 525 253 333 NVI4C1. ' HURRICANE CUP - LEFT ' 18 ■ 8 ' 8 525 253 333 For Uplift, use two dips, one on each side to comply with section 2321.7 of the fBC UPIXT toss — tinn 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 1Od x 1.5" Maximum Allowable Load (lbs) Uplift L1 L2 12 NVTH -16 NVTHS 212 18 14 14 NVTH -18 NVTHS 214 18 14 16 NVTH -20 NVTHS 216 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 NVTHS 224 18 14 26 NVTH -30 NVTHS 226 18 14 32 NVTH -36 NVTHS 232 18 14 44 NVTH -48 NVTHS 244 18 14 Truss plate required to transfer loud to bottom chord r � Ike v41 5hi :: 1,w Z a o4 NOM r. Pa& smeo 42911al VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 5 / 700 580 525 6 / 838 / 671 / 630 • 7 / 977 / 783 • 735 . 8 1117 • 783 735 • 9 1256 • 783 , 735 - 10 1396 • 783 735 , 11 1490 • 783 735 - 12 1544 / 783 735 ' 13 1598 / 783 735 NVTH, NVTHS Nu —Vile I,daeirlee.Iee. 1053 -1059 East 29 met Hialeah, Firaida 33013 FAX: � � v'� NVTH / NVTHS ANCHORS & NVHC HURRICANE CLIPS DWG A: NU -5 Sheet 3of4 Date: APRIL 15, 2004 Revisions: Sept. 20, 2004 D Nr TABLE 6 -' NVSTA —Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat I Assembly 14G Strap Product Product Code Code E-- NVSTA-12H NVTH16 • NVSTA -14H NVTH18 , NVSTA-' SH 11`11120 NVSTA -20.1 ,4VTH24 Dimension H (inches) 12 i• 20 • NVSTA -22H NVTH2B 22 ' NVSTA -24H NVTH28 , 24 NVSTA -26H NVTH30 ' 26 . NVSTA -32H NVTH36 32 NVSTA -44H NVTH48 44 4' Min. e Concrete Embedment. l)a e UPU Alp/11;# ..s.-- plate required to transfer / �\� uplift to bottom chord. Reinforced Concrete �D y-- tie bean Mtn. 2#5 / Top & bottom Total No. of Fasteners in Strap 10dx1Jr " Total No. of Fasteners in 20 GA. Seat 10dx17r " Allowable Loads (Ibs) Uplift a LI 6 L2 5 6 1308 700 • 1049 • 6 1426 760 • 1144 7 6 1545 823 1239 8 6 1664 ' 887 ' 1335 9 6 1783 950' 1430 200 Seat NVSTA 12H throght 441-1 1Y4 1 Mr" Slot 0.203 -X 1' Pkt Y'dla 4' Mtn. Concrete Embedment. UPLIFT ' TABLE 7 NVHTA —Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly Product Code 14G Strap Product Code Dimension H (inches) NVHTA -12H NVTH16 - 12 • / NMITA -14H NVTH18 • 14 , NVHTA -16H NVTH20 16 • NVHTA -20H NVTH24 20 - NVHTA -22H NVTH26 22 NVHTA -24H NVTH28 24 , NVHTA -26H NVTH30 26 NVHTA -32H NVTH36 32 • NVHTA -44H NVTH48 44 NYHTA 1211 throght 44H / , / } Truss plate required to transfer tb *--- uplift o bottom chord. 1600 Reinforced Concrete j �--- tie boom Min. 2/5 Top & bottom Total No. of Fasteners in two Straps 1Od x 1r Total No. of Fasteners in 20 GA. Seat 10d x 11rk" Allowable Loads (lbs) Uplift Uplift 6 a Lt L2 10 6 1772 • 2078 ' 1050 , 1450 12 1994 ' 2338 - 1181 • 1631 14 6 2215 / 2598 - 1312 • 1812 16 6 2437 / 2858 • 1444 • 1994' 18 6 2658, 3117 / 1575' 2175 Notes: 1. Nails are necessary in straps and seat to achieve, desing loads. " 2. See note 6, sheet 1 for combined loading. - 3. Nails through chords shall not force the truss plates. - 4. For general notes, see sheet 1. . 5. For higher uplift loads, concrete shall be 3000 psi. - 6. Based on min. 2500 psi concrete. AIfreara xe t..�m0mfds4 !Date I Z. NOM =sad Dad* ut Coated !'rSle =T%7[S VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 14G NY1H Side Vtew 20 GA. Seat Vue Tndustriea, loc. 1063 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 FAE:(305)694 -0398 NVSTA & NVHTA HEAVY DUTY ANCHORS WITH SEAT DWG /A: NU -5 Sheet: 4of4 Date: APR0.13, 3104 Revisions: Sept. 20, 2004 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 regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miaini Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the. Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through 3 of 3, dated 07/10/03, with last revision # 3 dated 04/27/05, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributers and shall be available for inspection at the job site at the request of the Building Official. This NOA reams NCA # 95- 0516.01 and consists of this page 1 and evidence page E -1, as well as approval dooumen, mentioned wbcve. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA MhTRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimi.dade.gov /buildin2cade NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 Page 1 Nu -Vue Industries, Inc. M. L NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through 3 of 3, dated 07/10/03, with last revision # 3 dated 04/27/05, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 05-0516.01" B. TESTS Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. PT # 03 -4303 NVTP4 Upward 04/21/03 2. PT # 03 -4343 NVTP4H Upward 05/05/03 3. PT # 03 -4344 NVTP4 Upward 05/01/03 4. PT # 03 -4345 NVTP4H Upward 05/02/03 5. PT # 03 -4349 NVS0236 Up & Down 05/19/03 6. PT # 03 -4357 NVS0236 Up & Down 05/20/03 7. PT # 03 -4358 NVJH24 Up & Down 05/30/03 8. PT # 03 -4385 NVJH26 Up & Down 05/30/03 9. PT # 03 -4386 NVS0236 Up & Down 05/13/03 10. PT # 03 -4387 NVJH28 Up & Down 05/30/03 "Submitted under NOA # 03- 0730.03" C. CALCULATIONS 1. Report of Design Capacities, dated 07/22/03, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 03- 0730.03" 2. Report of Design Capacities, dated 0713/05, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 05- 0516.01" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 „Ho Carlos M. Utrera, P.E. roduct Control Examiner NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 Nu -Vue Industries. Inc. t( -op 1?t NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance, no financial interest and no change of product, dated 08/21/08, issued, signed and sealed by Vipin N. Tolat, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0516.01, issued to Nu -Vue Industries, Inc., approved on 09/29/05 and expiring on 01/01/09. E -2 PO? Carlos M. Utrera, P.E. P oduct Control Examiner NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 TABLE 1 • JOIST SUPPORTS ' Product Code 18 0 NVJH JOIST SUPPORTS • Allowable Loads (Ibs) -, Dimension inches Joist :.ire. Double Header Size , • ' Single Header Size Fasteners Comity room ° Drat tone, Y :. H • E3 rouble.• 'Header, Single , Header Joists oaubb e ' & NVJH24 1% 3% . 3 2x4 • 2_2,6 2:44 2-2x6 ' ' - : 2x6 ,•• 6 -10d 10 -10d 8-100 x $-'4 10-101; Ul^6 -lad k tx-,77.4.�t -wd x L4' . ,tZ�gT -744 1240 --- 821 . N`'JH ^6 1 % 5' 3 , t. 411-128 r .1 r :63'4 3 2x8 2x10 ' 2x12 2 -2x8 ' 2 -2x10 2 -202 1 2x8 2x10 2x12 , - 14-1Od 14-104 x 14^7 -1od x t11 t73. - (736 1879 ' .. Single Header 1 -2X General Notes: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) anti a minimum galvanized coating of G 60 perASfM A525. • 2. Allovrable loads are based on National Desing specifications {NDS) for wood constrnction,27 Edition. a »d Flovl A . Qu+tcti - C:e.d -e- 2-ma G(2.ce7' ♦ / /� /2oes• 3. Design loads are for Southern Pine species with a specific gravity of 0.55. ' Allowable loads for other species shall be adjusted accordingly. - 4. Nail vale' -s are based on NDS table 1 1 E " and have been reduced • for Penetration Depth factor.,.. 5. Allowable loads for wind uplift and lateral loads have already been • increased by a duration factor of 60% for anchor nail No increase is - 3" Double Header 2 -2x - allowed for steel stress: . - C� NVJH 26 as shown ' NV.H 24 & 28 , similar but with • different holes. • 6. Allowable loads for more than a single connetion cannot be added ' together-. A design load which be divided intc components in the direction given must be evaluated as follows: - Actual Uplift + Actual Ll + Actual L2 < =1.0 Allowable Uplift Allowable LI Allowable L2 7. Allowable loads are base on 1 Y2* thick wood members unless otherwise • noted. 8. All tests have been conducted in accordancD-1761. - • 7)l *BI11mr. PROMICFREVVSED ' 1b1Fti7 Aekai - 05l6.•I WIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 18123 LANTER CREEK LANE HOUSTON, TX 77088 to By U1YtliDp - Nu -Vue Industries, Inc . 1053 -1059 East 29 Street iEieleab. Plarida 33013 (306) 694-0397 FA7C (305) 694 -0398 NV)H JOIST SUPPORTS DWG #: NU-3 Sheet: lof3` Date: • .701.X 10. 2033 Revis4oas (1) lino/o3 (2) , (3)44/2-1105; TABLE 2 - TOP PLATE ANCHORS' NVTP & NVTPH ' i Si a Product Code • Gauge . Dimensions (in) • A • B • 12x4/4x4, NVTP4 , 20 • 3Q" • 8" • 12x6,'4x8• NVTP6 . 20 • 5f • 8" • r2x8 /4x8, NViP8 . 20 • 7r • 8" • i2x4/4x4• NVTP4H • 18 , 3r ' 8" • 7x5/4x6- NViPBH . 18 . 5r • 8" , 12x8/4x8' NVIP8H ' 18 7f" , 8" Notes: • 1. See General Notes, Sheet 1. 2. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. TABLE 3 - NVSO 236, 16 GAUGE, HEAVY DUTY ' FACE MOUNT JOIST HANGER Joist Size Total number of fasteners • Product 10d x 113" Wind ¢'a t c-ts's ' code • Max. Uplift Capacity (Ibs) cxtAVmr 6 • 8 ' 10 - 12 • NVTP 4,6,8 ' 828 • 1087 , 1346 • 1605 • NVTP 4H,6H,8H 938' 1207, (474 (745 Notes: • 1. See General Notes, Sheet 1. 2. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. TABLE 3 - NVSO 236, 16 GAUGE, HEAVY DUTY ' FACE MOUNT JOIST HANGER Joist Size Header Size , Fasteners , Allowable Loads (Lbs.) Header . Joist • cxtAVmr Uplift 2x6 -8 2 -2x8 2-2x10 2 -2x12 14-10d • 6 -1od • 1753 • 1108 , 14-16d • 6-164 - 1875 , 1279 , "ill 3" ,, Lea :Screws 6-164. 8.0 • 1217 ' Notes: 1. See General Notes, Sheet 1. Header 2 -2X Minhnum BOLT HOLES 1/2" DIA. NATO. HOLE 3/10" DIA. .• VIPIN N.'EOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 Met 1 -2X Minimum 1i" �G'i1YfD 9"' ?.ii'1 A„c,.t•E^L+A MTn. nleealf,fr ay,:..°; . t,1,T.LeM"E.„ Wow AOMONanietage BS Mist= Nu -Vue Industries, Inc. 1053 -1069 East 29 Street Hialeah. Florida 33013 (305)694 -0397 FAX: (306) 694 -0398 NVTP & NVTPH PLATE ANCHORS, NVSO 236101ST HANGER DWG#: NU -3 Sheet: 2 o13 Date: JULY 10, 2003 Reams: (1)11/10/03 o 12/11/03 (3) 04/27/05 TABLE 4 18 Gauge NVHC 43 84 NVHC 43/2 HURRICANE CLIP. PRODUCT FASTENERS • DESIGN LOADS (LBS) ' CODE DESCRIPTION HEADER JOIST • uPLifT Lt ' L2 • 1 N JHC 43 ' Hurricane Clip - wide ' 9-10d • 9-10d, '6871. 407, 308 !PV,-IC 432 • Hurricane Clip - widex2 ' 10 -10d' 10 -10d' 1917 547, 432 Notes: ' *-For Uplift, use two clips, one on each ' side to comply with section 2321.7 of " 1. See General Notes, Sheet 1. r the FBC 200¢ 3y4"' 63i" NVHC 43/2 NVHC 43 VIPIN N. TOLAT, PE (CIVIL) FL REG. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 Nu u V i i e Industries lac. 1053 -1059 East 29 Street Wallah, Florida 33013 (305) 694 -0397 FAX: (305) 694 -0395 NVHC 43 & NVHC 43/2 HURRICANE CLIP. DWG #: NU -3 Sheet: 3 of 3 Date: IULY 10, 2003 Revisions: (1) 11/10/03 (2) 12/11/03 (3) 4/27/05 • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12 prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO =Width-3.75" and tor—Height- 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1". and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 irspe:.tihn at the job site at the request of the Building Official. This NOA renews NOA ; C7- 043.16 consists of this page 1 and evidence sheet E -1 as well as approval document rnentianed loom. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI DADE COUNTY, FLORIDA MEFRO -DADE FLAMER. BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.miaad4ad. 4.eov�aildiagc e NOA No 08- 1112.10 ation Date: February 19, 2014 royal Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7 /14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, F.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test., per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 teAtetet 1. actut AL Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH 1S COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB, D. 1 1/16" LAM! 1.0. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) LTTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .080 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 7. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ii M. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. D. POSTTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL. NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2000LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). tg FX 1Nflbb REDUCEANCHORSPACING tag �$ e TIMM reo iw rtfa.e a.rlr.y :111.14rx) !', W TEOWOLOOY DRIVE NOKOJE4 FL 81278 pt7.2. Balt Vbtbb Better NOTES S TABLE OF CONTENTS ALUMINUM PICTURE WINDOW IMPACT wrr eat m°e P W 4 O f I M$ I 1 d 12 away 42884 447 Mimi L. amk. PE fA6712 3/16" ANNEALED OR HEAT 3TRENGTHENEO GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVS INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° AIR SPACE 3116° HEAT STRENGTHENED GLASS OUTSIDE 0 11/16° NOM GLASS BITE 7196" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACFTE OR SAFLEX KEEPSAFE MAXIMUM PVD INTERLAYER 3116° HEAT STRENGTHENED GLASS OUTSIDE PROMO MEWED os wool*. *A doe IP loft Irstinedoe Aceoprossijort **Wok- mostUivitithellowids ftecsarses No L 1 1/16" LAMA I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) CON PDX aaa» Air Waal e Shollart A caimGE NEE aaoonHsMEET 01•16.1111y tko. 4WD nonnaoor(Om Walla 88478 tzs47s Hettar GLAZING DETAILS ALUMINUM PICTURE WINDOW IMPACT 2 "12 1 HEXAGON MAX SIZE = 60' BETWEEN FLATS OR MAX. AREA = 21.85 8Q. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA =19.83 SQ. FT. OCTAGON MAX. SIZE = 80" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE =68'X88" OR MAX AREA = 25.22 SQ. FT. ARCH. MAX. SIZE =48'X98" OR MAX. AREA = 3028 SQ. FT. FAN MAX. SIZE =136' X 47" OR MAX AREA = 24.47 SQ. FT. ELLIPTICAL MAX SIZE = 98" x a7' OR MAX AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE =98"X48" OR MAX AREA = 31.99 SQ. FT. U !bah 2 HALF CIRCLE MAX. SIZE = 98" X48" OR MAX. AREA= 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. f- ar MAX 441!4" MAX. DLO =Ittzwiti lie Wirth RECTANGLE MAX SIZE =48'X98" OR MAX AREA = 32.00 8Q. FT. WO TECHNOLOGY DRIVE NO CHANGE THIS SEER aZZ.111P.O. 17IIi f fLMO< TRAPEZOID MAX. SIZE =48"X98" OR MAX AREA = 31.99 SQ. FT. Webb Better ALUMINUM PICTURE WINDOW, IMPACT elmlaMmt lam at, 3 a 12 I°'taro* MAW 01+ tI..Oat RE PE 09712 smear HEXAGON FULL CIRCLE MAX SIZE = 60' BETWEEN FLATS MAX SIZE = 60" DIA OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX SIZE = 68" X 68° OR MAX AREA = 25.22 SQ. FT. MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. ARCH. MAX SIZE = 4r X 96° OR MAX AREA = 3028 SQ. FT. FAN ELLIPTICAL MAX SIZE = 98" X 4r OR MAX. AREA = 31.99 8Q. FT. MAX. SIZE = 96'X47' OR MAX AREA = 24.47 SQ. FT. EYEBROW MAX SIZE = 96" X 48° OR MAX. AREA = 31.99 SQ. FT. zal 991/4' FRAME O.D. 96° MAX. ® I 501/4° FRAME O.D. 451/4' MAX DLO orRODIX.T Nk.V$, l! emapbirg iie►uu IhiStgads HALF CIRCLE MAX SIZE = 98" X 48' OR MAX. AREA = 25.13 SQ. FT. 931/4' MAX DLO RECTANGLE MAX. SIZE =48°x98' NOTE: OR MAX AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. NO CHANGE n968izET am TRAPEZOID MAX SIZE =48'X98" OR MAX AREA = 31.99 SQ. FT. maaatxourax+va INTEGRAL FIN ELEVATIONS N OM PLUM IBIGT ALUMINUM PICTURE WINDOW, IMPACT vtz t�vv lsAW4 (/ wade w" 11 n's"' pw., i NT$ 14 s ?2 42894 TABLE 1. DESIGN PRESSUIMS, FLAB WINDOWS (DIMENSIONS ARE 11P-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/18"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3118HS) C. 1 1/16" LAMI LG., 3/16113, 7/16° SPACE, 7/16" LAM (3/189, .090, 3/16" HS) D 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/18" LAMI (3/16H0, .090, 3/16" HS) WINDOW GLASS WINDOW "r' DIMENSION "r DWI. TYPE 28.500 34.000 39.500 49.000 A,B,C,D AREA 54.506 A,B,C,D AREA b0.04.16 AREA t 3.500 I A,B,C,D AREA /1.1400 j A,B,C,D AREA 79.500 A B,C,D AREA +80.0 I -800 9.70 SQFT. +80.0 1 -80.0 10.79 SO.FT. +80.fl -80.0 11.88 -FT: +80.0 1 -80.0 12.96 SQ.FT. +80.0 1 -80.0 14.06 SQ.FT. +80.0 I -80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 1 -80.0 11.57 SQ.FT. +80.0 1 -80.0 12.87 SQFT. +80.0 1 -810 14.17 SQ.FT. +80.0 1 -800 15.47 SQFT. +80.0 1 -80.0 16.76 SQ.FT. +.0 -80.0 +8090.0 -80.0 18.08 FT. +80.0 ( 80.0 13.44 SQ.FT. +80.0 ( -80.0 14.95 SQFT. +80.0 1 -80.0 16.46 SQFT. +80.0 1 -0.0 17.97 SQF'T. +;3.0 1 -80.0 19.48 60.Ft. + +80.0 I -80.0 -80.0 +80.0 20.98 SQ.FT. F1L-3835 F1L -3835 FTL -3850 FTL -3850 46.000 +80.0 1 -80.0 18.31 SQ.FT. 48.500 +80.0 1 -80.0 48.000 +80.0 1 -80.0 15.82 SQFT. 16.33 SQ.FT. +1.0 j -80.0 +80.0 1 -80.0 +80.0 1 -80.0 17.03 SQ.FT. +80.0 1 -80.0 17.60 SQ.FT. 18.17 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 18.75 SQFT. 19.38 SQFT. +80.0 [ -80.0 +80.0 1 -80.0 20.00 SQ.FT. +80.0 1 -80.0 20.47 SQFT. +80.0 -80.0 22.19 QFT. 21.15 SQ.FT. +80.0 -80.0 21.83 SQ.FT. 22.93 SQ.FT. +80,0 -80.0 23.87 SQ.FT. +79.3 78.3 +80.0 �A +80.0 -80.0 +78,0 -78.0 +78.8 I -76.8 +80.0 -eo.a 82.000 87.503 93.000 A +80.0 B,C,D AREA A C 13,0 AREA A C B,D AREA -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 16.23 SQ.FT. 19.38 SQ.FT. 22.49 SQFT. 23.91 SQFT. +74.5 -74.5 +90.0 -80.0 25.63 .FT. 24.70 SQFT. +73.1 -73.1 +80.00 26.48 SQ.FT. 25.50 SQ.FT +71.8 71.8 +80.0 -80.0 27.33 FT. +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 I -70.0 +80.0 -80.0 +83,0 -80.0 +80.0 -80.0 +79.1 -79.1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -800 +68.4 -88.4 +77.3 77.3 +67.0 -67.0 +75.8 -75.8 +80,0 -0A +80.0 -M.0 17.32 SQFT. +80.0 -80.0 +80.0 -80.0 +83.0 -60.0 18.41 SQ.FT. C B,D AREA +80.0 -80.0 +80.0 -80.0 18.00 SQFT: Z0.86 SQFT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.96 SQ.FT 24.00 SQ.FT. +74.0 -74.0 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.P1. +93,0 +80,0 -80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +80.0 -80.0 +83.9 $3.9 +72.2 -72.2 +800 -80.0 +82.4 -62.4 +70.5 -70.5 +90.0 -80.0 25.51 SQ. FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 22.67 SQ.FT. +71.9 -71.9 +80.0 -80.0 +80.0 -80.0 28.33 SQFT. 29.06 SQ.FT. +83.0 -83.0 +71.2 -71.2 +80.0 -80.0 30.03 SQ.FT. +81.5 -81.5 +69.5 -69.5 +83.0 -80.0 31.00 SQ.FT. +80.0 -60.0 +87.8 -87.8 +80.0 -80.0 3000 SQFT. 31.00 SQFT. 32.60 SQ.FT. NOTES: 1. ALL SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF 32 80. FT. UNR IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAMBA 5125, QUIJSFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TAKE 1, OR TO THE PRESSURE FORME SMALLEST RECTANGULAR SIZE IN TABLE 1, WHILST THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANGLE FORMATION. .. a..m, Merida Buie* Cod° Amigos* 14sisit, DIMAS w,ai ewME IWOIECI IOZOOvDRWB NMOXISS MOM P.Q&pf asM16�8 2,+ 110Z Wit* Betar FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PI1 1 N7 1 5 1 1"'�"� 4259.4 iv 1/9A1 Robert L CAA, P.& PEAW1s tiu+r TABLE 2, DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/18" LAMINATED GLASS (3/16A, .090, 3116H8) B. 7/16" LAMINATED GLASS (3118"HS, .090, 3/16HS) C. 1 1/18" LAMI LG., 3/161M, 7118" SPACE, 7116" LAMI (3/18A, .090, 3116 HS) D. 1 1116 LAMI I.G., 3/16118, 7/16 SPACE, 7/18" LAMI (3116118, .090, 3/18" HS) WINDOW GLASS "X' DIM. TYPE FTL;1835 FTL-3835 FTL -3850 F1 3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 48.500 48.000 49.000 ( A,B,C,D +80.0 1 40.0 +00.0 1 -80.0 +80.0 1 -80.0 +80.0 1 480.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA [1.5.10 1 A,B,C,D AREA L0.000 1 A,B,C,D AREA OE.E30 1 A,B,C,D AREA '•.000 I A,B,C,D 9.70 SQ.FT. +80.0 1 -80.0 11.57 SQ.FT. +80.0 1 -80.0 13.44 SQ.FT. +80.0 1 -80.0 15.31 SQ.FT. +80.0 1 -80.0 10.79 SOFT. +80.0 1 -80.0 11.88 SQ.FT. +80.0 1 -80.0 12.87 SQFT. +80.0 1 -80.0 14.17 SQ.FT. +00.0 1 -80.0 14.85 SQ.FT. +00.0 1 -80.0 18.46 SOFT. +80.0 1 -80.0 17.03 SQ.FT. +80.0 40.0 1975 SQ.FT. +80.0 1 .80.0 15.82 SQ.FT. +00.0 1 -80.0 17.60 SQ.FT. +80.0 1 -80.0 19.38 SQ.FT. +00.0 1 -80.0 16.33 SQ.FT. +80.0 1 -80.0 18.17 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. +80.0 1 -00.0 12.98 SQ.FT. +80.0 1 -80.0 15.47 SQ.FT. +80.0 �1 -80.0 17.97 SQ.FT. +80.0 1 -00.0 20.47 SQ.FT. +80.0 T -80.0 21.15 SQ.FT. +00.0 480.0 21.83 SQ.FT. +80.0 1 -00.0 AREA 14.05 SQ.FT. 18.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 78.500 A B,C,D AREA 82.0001 A B,C,D +80.0 +80.0 -80.0 -80.0 +80.0 +80,0 -80.0 +00.0 -80.0 +79.3 -79.3 -60.0 +80.0 -80.0 +80.0 -80.0 +78.0 +80.0 -78.0 23.67 SQ.FT. +76.8 -78.8 -80.0 +80,0 -80.0 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +80.0 -80.0 +80.0 480.0 +80.0 -80.0 +74.5 -74.5 +73.1 73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +000 -80.0 +80.0 -80.0 AREA 18.23 SQ.FT. 19.36 SQFT. 22.49 SQFT. 2963 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 1 -78.0 +70.0 -70.0 2948 SQ.FT. - +88.4 27.33 SQ.FT. -68.4 +67.0 -67.0 C +80.0 -80.0 +00.0 -80.0 +00.0 1 40.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 +50.0 -80.0 AREA 17.32 SQFT. 20.66 SQFT. 24.00 SQ.FT. 27.34 SQ.FT. 28.28 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -800 +74.0 -74.0 +85.5 -65.5 +63.9 433.9 +82.4 432.4 c +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -722 +70.5 -70.5 13,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQFT. 21.98 SQ.FT. 25.51 SQFT. 29.08 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 98.000 A +00.0 -00.0 +00.0 -800 C +80.0 -80.0 +80.0 -80.0 13,0 +80.0 -80.0 +00.0 -80.0 AREA 19.00 SQ.FT. 22.87 SQ.FT. +80.0 -80.0 +71.9 -71.9 +80.0 -80.0 28.33 SQ.FT. +83.0 -63.0 +81.5 -81.5 +80.0 -60.0 +71.2 -71.2 +695 -69.5 +87.8 -67.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ. FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALWED TO THE PRESSURE OF A32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WKI11I AND HEGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS TI ROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PA fTJ1FD3 1614 E NDTE 1 ANCHORNG MTTH1,12 SCREWS 1wVECHNOtOGYARNE NOKCWIS, FL WE P.t%IIQXa�9 NOICOM, T'L3 14 IMOZ Vbibaty Better INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW. IMPACT PPM I NTSI 8 0 12 rer I B /1771 Pa *39/12 Slracluaf HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT SCREWED • RNER ASS'Y (FLANGE FRAME) OWN ewe 461+07 WOW F Away FA MAX WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) MAX DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT )tENEwEU is tomplybag with the Florid* Batas Cade �� Midas Mac X609 mas Roane H Nrl6te A NO CHANGE 7110SHOT NO CHANGE T MET Oft WO TECHNOLOGY DRIVE NOICASS FL MVO N(lER8m4 113GT Via+ Better SECT7ONS & CORNER ASS,, FLANGED ALUMINUM PICTURE WINDOW. IMPACT amuar a�.ec ati.e z'e+oF► war PWS701 1 HALF' 7 0 12 I 424 , B ,/2/Z; lm&, PE. PE 9711 Struotinal ,.__ 2.784' -0- 2.784' OUTSIDE MAX DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT ALONI EWTIR JOINT ALONG ENTIRE JOINT MAX DAYLIGHT OPENING PRODUCT RENEME9 so =WPM gab the MM. P 41612i4 SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONI ENTIR JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) VERTICAL SECTION (INTEGRAL FIN FRAME) /7 L auk, PE PE 16H77II EYE ITEM DWG NO. PART 1 - DESCRIPTION 1 4266A 64258 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 84253 FLANGED FRAME HEAD, SILL & JAMB 7 1165 781 PQX 08 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 84255 7/18 LAMI GLASS BEAD 11 4254 84254 1 1/16 LAMI LG. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT it DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/18° LAMI GLASS: 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1d 1 1/18" LAM! 1.3. GLASS: 3/18" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4282 64282 ARCHITECTURAL CORNER KEY 21 7/18" LAMI GLASS: 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1116" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 10, 7/16 LAMI GLASS BEAD MATL: 8083-T5 DWG NO. 4255 w.eat mot .trvr ms Px 414,17 .348" -+I F-- .975" ITEM 11, 1 1/16 LAMI LG. GLASS BEAD MATL• 6063-T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 mmra DIY Px imatld ARK 7114103 arms 8 NO CHANCE 7N18 MEET A trocitmeEnte SKET Corlat k mac 1 oTECHNOWAY M C troimssa a Waft &tow EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT PI M! i�HALF1 9 m 12 I""°"' 4251164 1 B TABLE 3. ANCHOR ON-CENTER D16BVSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X x»'1.,2 WINDOW °r DIMENSION 15.0" 20..0" 25.0" 285° 30.0' 34.0" 33.5' 45.0' 48.5° 480" .,4.1,2.,4.1.,2.4.1,2.,4.1,2,4. . 2. 4. 1. 2. 4. . 2. 4. . 2. e. 1. 2. 4. DIM. X Y Y X Y Y Y XY XY XY XY XY�XXYpXYpxY�XYgX�YpXY 49.0° O.C. N .- pX N o t3 P r� N ��Xo t3 P Q �gXX e3 pXYXYgXY�XY �t�c�JP�3�c8 Nmpm4r4 e9 ®��N fA e�3d�fe�PdJ s ip01a rl�P�f Nry1 PAgN t�f�e+1t��JN 5'.5° O.C. /•- 0 1., '/ o r S 942902 g: ��O pNb df w }mCS. d3 or2 ��p, P iiS geNp- P �7i o°- P a9 °020909 I S V S 12 /CS t3 P: °-° P S r 1� 9p,©•.:Q'2 P� 17S �Np aZ- S g tt'3 N g$NPNP S 2 ti S 2 p 83.7 O.C.V �' V o N N ^ •- f6 •y 0 VrVPPr -,r:v i�IvE1Pr::1P1gN ao of mm co co .-1 r co ,a 1PNNg� co 65.5" �s '1.V O.C. X O g n a X o Q P v t3 O N ? PN v 44X O s P 0p e� aS r Q v alPeP4rXPeA5'X O ,N v P rr O"-9 am.rroamm Iii 9 � Ow."- � � e rXrXP OP a QP mLv 1�1 ...-0.-0,4- r V a!ym � � N � Q a 'N,� a1 O Nr O.C. 40 ti r P r- `m W r P O m rS P V r N 2 P. 0 m t'�S r y ' P Q - r P 2 r- P P r P h W Q Q Q P Q ,14). w Ql Q y* VJ w® Q 0 T P { n N T {� CO V r' 4B (� P V 5' r m V P r Q Ty I� m r Q P 5! n 0 r 78.E O.G. " V. 4- X r r cif r v N A r .P 3 ens° r o, %r%PeSP rrrr2P0 ,t?'S . 09 ,,?,�Irdf )0 co."0. rrr'r 0, B,aS.Na 4orar,pro, ?"e�N -v 0 NP N 5' 0.C. m ,•:, P " N m r. P o P 61 P .- P 0 $ Q P Q CO ® P5rPO5r P ' 0 P P Q 01 r r O Eo5aPPOr-PaaN- m 0 0 a- CO P U P - r 0D - D ■ P r P P r Na to " P 87.5" O.C. g N N Q g s e /r e m: g m t';1P=0 r I N m 9 W+ w 1Q N.y r dr mr0Iro ir m P �5r. r m tirw' co m 00 <- Q fro, ti Q " F. P W.r- 'n =NE:2: ao 0 r Q m P p 93.0 /� V.C. r ~ P r r N P r w r P r P P P 4$ PJ aD r CJ m , PI al ao P r P 44 P Q eP- r w r r •- go M 0 r 0 r �p 98A° O.C.N V N N 9 N - N N P °- go N.Q ■ fir` r P'P P r Q P r Q 0D as Q N mr - l�S W r m 9 `.r i` to (`(`��t PPP •P 9 P r h P- r r m, .P.- N P 6U T. m °- h m NrN- r 2 9 -N P N to NOTES: 1. ANCHOR FACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX ON- CENTER (O.C.) X AND `Y° DIMENSION FROM TABLE 3 (NUN. 2118° O.C. CONCRETE SUBSTRATE) MAX. 8112° FROM CORNERS 2. ANCHOR FACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: T DIM. DIM. -+-i FIND THE SMALLEST WINDOW WE IN TABLE 3 WHICH THE OVERAIJ. WIDTH AND HEIGHT DIMEN31ON8 COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8'112" FROM ANY CORNER ramp ra, mower °wr° fx wry, 47 04044 8 t&vvawEET WYJwc itesaJp Fx bar ANCHORAGE, WOOD SUBSWATE as PA. tQ7 ALUMINUMPICTURFWINDOW, IMPACT ,o„m, A i9arb� ra mr Mrsil; d 1z I°"** ANCHOR TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (05) 3.114' ELCO TAPCON 4.114° ELCO 884 CRETEFLEX 5.5118° ELCO TAPCON PRODUCT RENEWED 00011076.1 with tho Monde cede AelePtine Nokias TABLE 4. ANCHOR ON- CENTHt DIMENSION BY ANCHOR TYPE -g NCRETE S1E8 DIM. WINDOW "Y" DIMENSION 15.0" 3.,4.,5 X Y 20.0' 3.,4.,5 X Y O.C. 5'.S" O.C. A df o N P 25.0" X Y g N 1D 4.,5. X Y 2L5' Z. 4.,5. X Y X Y CO N 0 n S 0 O r O 0 O 0 A Pi 0 34.0' 395' 4. E. Z. 4. -E. X Y X Y X Y X Y X Y X Y m 0 0 g 0 g it Ati A A A CO N 0 N 0 O Op r 0 0 S I 0 10 10 10 10 10 O.C. O.C. :1.0' O.C. 76.5" O.C. A A A n N r O co N 1 N 10 3/4 111 13/181 10 3/4 O O 9 7/8 1 10 3/4 0 m 0 O 0 8 7118 1 8 15/18 1 9 5/8 N 0 10 0 CO 10 3f4 111 131161 10 3/4 Q co 11) 0 8 1/16 1 8 7/18 1 8 15/18 1 9 5/8 W N 0 0 N N m m 10 3/4 111 131181 10 3/4 co W 8 1/18 1 8 7/16 1 7 11/16 10 3/4 111 131181 10 3/4 O ti foo r A t7 0 1 CO 5 N 0 0, O al m 3, m co • 1 48.5' 3. 4. X Y X Y 0 I:. X Y N P P P X Y 48.0" 4. 5. SX Y �XD Y w t�l N V- 10 Is CO S O e- 1- S O r • e- S N A O P 0 r P 0 CO 01 10 A 10 314 111 13/181 10 3/4 9 3/16 1 9 3/18 1 9 3/16 140 5 m 0 5 0 0 as 10 314 111 13/181 10 3/4 r 8 9/16 1611/16 y '0 CO CO 0 10 3/4 111 13/161 10 314 10 0 A 5 0 A A O 0, N N N N 0 A 0 CV 10 3/4 111 13/181 10 3/4 1 ANCHOR TYPES: 1.#12 STEEL SCREW (35) 2. #14 STEEL SCREW (G5) 3.114' ELCO TAPCON 4.114' ELCO 834 CRETEFLEX 6.5118' ELCO TAPCON 82.0' O.C. m V- 4, 0 O 0 0 0 V P co 0 0 A 0 0 n 87.5' O.C. C4 n N O m 0 V- 0 N N 0 0 0 14 et CO CO w 0 A m 3, co 0 3, W 0 P 0 3, 0 0 3, 0 O m 3, 0 N m 07 m O 0 3, 0 m 3, 0 0 m w CO otoo P • P 0 1S CA CO 0 so n 10 0 N N 0 0 gm h 0 0 14 m 3, 0 A 0 A 0 N 93.0' O.C. O O 0 P 0 96.0' O.c. CV n 0 A w N N m n 0 ot 0 10 it 0 0 CO A 0 A O eA r 0 0 5 0 Qt 0 0 10 0 P N m 3, 0 r 0 0 ea m A w 0 0 A m 3, 0 a 0y W a n 0 N CV PRODUCT 4.4414Wt'p emaii3OR WWI OP NOUN adOng OW itoofftwe 1112. ID egwwrepe may', 84 r mlaF 0 0 14 A 0 P P N NOTES: CANUffai SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) X' AND "Y' DIMENSION FROM TABLE 4 (MIN. 2118' 0.C. CONCRETE SUBSTRATE) MAX. 81/2' FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 DM. 1.-- IV DIM. --I FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND MIGHT DIMENSIONS CONIPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER aw. aurm mazmissolistra MOW Oqa : we wog FJG wow 414101 FJc r AltaiimA 0 NEW &WET wn Y MOVE 1W103104 FLOOM NOMAIW FL Viobtr ANCHORAGE CRETE S(/BS7RATE ALUMINNA I PICTURE WINDOW, IMPACT tedoled* pot ISM* 1444701 I NTSI 12 s 12 104.411441 ill