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RC-11-173Permit Number: RC -2 -11 -173 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 - 155516 Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM Passe / Inspector Comments / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 13, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Certificate 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: Construction Type ADDITION TO MASTER & UTILITY 300 SQ FT. Occupancy Q� 70-,der Building cials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE INSPECTION RECORD Miami Shores Village 10050 N E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204. Fax (395)758 -8972 P o. ST I SIT Pernik NO. RC -2 -11 -173 Issue Date: 3/15/2011 INSPECTION REQUESTS: (305)762 -4949 or Log on at https:/ I Ibldgmiamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3 :30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Expires: 09/11/2011 Owner's Name: EDUARDO MORAN Job Address: 565 NE 101 Street Miami Shores FL 33138 -2450 Bond Number: Contractor(s) LAZA IRON WORKS INC Phone Primary Contractor Yes Parcel # :1132060171140 Owner's Phone: Total Square Feet: 350 Total Job Valuation: $ 30,450.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE' THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD Foundation , Stemwall _____ Slab Columns 1st Lift fMr1 6.t •__- rlll•d�r�m f, Tie Beam Merd ��i : MU Truss/Rafters Roof Sheathing .47 7.157 titriV5211 Mill IEW2KOLIN Bucks Windows/Doors Interior Framin • Insulation //ffi A "' Ceilin • Grid Drywall 'r ' f " Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS d 1 an ( 7- (mo ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Ro Rough Telep one Rough Telephone Final TV Rough TV Final Cable Roush Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With PLUMBING INSPECTION DATE Shower Pan INSP Rough Water Service 2rtd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough ELECTRICAL COMMENTS Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Permit Number: RC -2 -11 -173 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155498 Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM Passed , It' /o -/0L- ( Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 11, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 FINAL CERTIFICATION October 4, 2011 To: Miami Shores Village 10050 N.E. 2nd Avenue Miami, Fl 33138 Re: Private Residence of Mr. & Mrs. Eduardo Moran 565 N.E. 1018 Street Miami, Florida 33138 Gentlemen, I, Marie M. Mihalik, R.A., registered in the State of Florida, No. 95209, having been retained by the Owners, Mr. & Mrs. Eduardo Moran, as required by Miami Shores Village's Building Department, for the work referenced in the approved Plans & Specifications, as defined in Section 305.3 of the Florida Building Code, hereby submit this Final Certification, upon my determination that to the best of my knowledge, belief and professional judgment, the work for which our office takes responsibility, as noted above has been completed and is in substantial accordance with the Village's approved Plans & Specifications, the Florida Building Code and any Miami Shore Village Codes and Regulations. If you have any questions regarding this report or need any additional information and /or assistance, please do not hesitate to contact our office. 305- 992 -7489 Sincerely y, -9 . / •G�1 /0/4/149 Marie M. Mihalik, R.A. Permit Number: RC -2 -11 -173 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- 155514 Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM ✓v �� ; �� Passed /01 Inspector Comments er 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 October 11, 2011 Page 1 of 1 1 REC EIVED � Prepared By: EXA'TAT Land Surveyors, Inc. www.exactaland.com Toll Free 866- 735 -1916 • F 866- 744 -2882 Z .2n1 S1 m C,mSI 6C111 S1 ep'� erAnA Gnn�' e.> kr' � - +" PROPERTY ADDRESS: 565 NE 101 STREET MIAMI SHORES, Florida 33138 j SURVEY NUMBER: 1110.0282 FIELD WORK DATE: 10 /7/2011 REVISION DATE(S): (rev .0 10/7/2011) R.10 8.0585 BOUNDARY SURVEY Nii�m► M/AMI- DADECOUNTY APPROVED I/2' IV' _� 5 89°58'57' E 100.1 1 A ONI�{G h)*!jni ND ID 1 iT 100.0 wm t ( Shores Village BY DATE m1 �0 �� g 2.a— ■ ' w a i Mir / / C.)- �l% 0 COMPLIANCE WITH ALL FEDERAL �D1NTY Rl1l..FS AND REGULATIONS / O o g , M''11f3,1FC �I_ ) IT NI �t — $ u 3— _ \ 3.a 2O.9' 7 - 6.4 26.9' . 1 51Y. e.a �'��m�,�'2 IF,4 PA I�,� LOT23 BLK 94 Cl, RESIDENCE v,:' %9 • 5 89°59'00' W 1 02.79' (M) 1 02.58' (P) = LOT 20 HLK 94 RESIDENCE is I8 • � - _ 1.E' r 10 N IO.6O10.0 ;. .• '... $ o 15.4' . J • ` • ccNC.. ' ... ��93� BUC 4 • O �� .. RyV • t _ 5' CONC. 3M' rpm Ire nr WE5 1 00.00' �$ NO 1D WEST 100.16 IM I, B.R. (ASSUMED) 1/2' nr 2, NO ID 0 BLK. COR. g y ////// ///// ■ NOTES: LOT APPEARS TO BE 515W10ED BY CRY WATER AND sem RNCE OWN:P*1511r mar DETERMINED ty0 b8 Yom_ e�Vj44 DCNOTCS ELEVATION SE ELEVATION NOTE5: 1. THE ELLVATION5 5110WN HEREON WEPT OBTAINED USING m bit *shown *sated of of EETRK• L AND HAVE B fNN Ir To bead ar my , • , %Ib /M &Notmy NGVD 1 929 DATUM. SrI�AIr balb ja t1e and froesen_ldbn on itney 2. THE MAIN r OOR ELEVATION 15+12.09. Mot ,r y 3. THE ADDITION ROOR ELEVATION 15+12,20. ,, ahb * by.*RAon*Bbard Of � ,� • , . , *ChlepOsr5J -17of Ma 40 0 20 40 Raids PALL M. VALENTINE MO of Rodds Ploknbnl&mayorindlimy GRAPHIC SCALE (In Feet) Llano Na 4612 1 inch = 40' ft. .ram Wili4. AIM pnle Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST NONE VISIBLE FLOOD INFORMATION: By performing a search with the local governing municipality or www.fema.gov, the property appears to be located in zone X. This Property was found in VILLAGE OF MAIMI SHORES, communit number 120652, dated 09/11/09 CLIENT NUMBER: DATE: 10/7/2011 �' Florida Land BUYER: EDUARDO MORAN, AFFILIATE Title Association L,r MEMBERS SELLER: EDUARDO MORAN II II - TA CERTIFIED TO: EDUARDO MORAN www.exactaland.com Land Surveyors, Inc. P (305)668 -6169. F(305)668.6325 LBa 7337 12220 Towne Lake Drive, Suite 55 • Ft. Myers, FL 33913 This is page 1 of 2 and is not valid without all pages. REC EIVED � REPORT OF SURVEY 1110.0282 This is page 2 of 2 and is not valid without all pages. I LEGAL DESCRIPTION: Lots 21 AND 22, Block 94, AMENDED PLAT OF MIAMI SHORES, according to the plat thereof, as recorded in Plat Book 15, Page 14 of the Public Records of MIAMI -DADE County, Florida. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF WEST, IS BASED ON THE NORTHERLY RIGHT OF WAY LINE OF N.E. 101ST STREET LOCATED WITHIN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is a septic tank, or drain field shown on this survey, the location is approximate, and was determined by visual above ground inspection only, and cannot be relied on for accuracy. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at _ 9. All corners marked as set are at a minimum a Yz "diameter, 18" iron rebar with a cap stamped LB #7337. 10. If you are reading this survey in an electronic format, the information contained on this document in only valid if this document is electronically signed as specified in Chapter 5J- 17.062 (3) of the Florida Administrative Code. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. LEGEND: SURVEYOR'S LEGEND BOUNDARY UNE NC AIR CONDITIONING ID. IDENTIFICATION SEW. SEWER 1 B.R. BEARING REFERENCE INK.. INTERSECTION IR IRON ROD 5. SQUARE FEET BLK. BLOCK SIRC SET IRON ROD { CAP B.C. BLOCK CORNER IP IRON PIPE 5N SET NAIL STRUCTURE B.RL. BUILDING RESTRICTION UNE L LENGTH 5NID SET NAIL 1 DISC 1 BSMT. BASEMENT LEO LICENSE O - BUSINESS 511'. STORY 51/1 BAY5HOX WINDOW LSO UCENSE 1 - SURVEYOR 5.T.L SURVEY TIE UNE CONRETE BLOCK lye (0 CALCULATED L.P. LIGHT PO5T 5V SEWER VALVE C CURVE (M) MEASURED `-WV SIDEWALK CHAIN -UNK or WIRE FENCE CAN CABLE N. FUSER N.R. NON RADIAL 5.W. SEAWALL WDOD FENCE C.B. CONCRETE BLOCK N.T.5. NOT TO SCALE TEL TELEPHONE FACILITIES CHIM. CHIMNEY O.C.S. ON CONCRETE SLAB T.O.B. TOP OF BANK IRON PENCE C.LF. CHAIN UNK FENCE O.G. ON GROUND TX TRANSFORMER EASEMENT C.O. CLEAN OUT O.H.L OVERHEAD UNE TYP. TYPICAL CONC. CONCRETE 0.R.5. OFFICIAL RECORD BOOK W/C WITNESS CORNER EDGE OF WATER C.V.G. CONCRETE VALLEY GUTTER OH. OVERHANG WO` WATER FILTER CAL CENTER UNE 0/A OVERAIL W.F. WOODEN FENCE WOOD CONCRETE C/5 CONCRETE SLAB 0/5 OFFSET WM WATER METERNALVE BOX /,� 1,11 CAP COVERED PORCH PKN PARKER -KALON NAIL WV WATER VALVE CSAN CONCRETE SIDEWALK P5M PROFESSIONAL SURVEYOR U.P. U ILITY POLE A4 BRICK or TILE C05. CORNER AND MAPPER V.F. VINYL FENCE lj jl M; (D) DEED PL5 PROFESSIONAL LAND SURVEYOR 5EP. SEF TIC TANK yl DM/ DRIVEWAY (P) PLAT WATER COVERED AREA D.F. DRAIN FIELD PIE POOL EQUIPMENT JI NB ELECTRIC UTILITY BOX PLT PLANTER J ENCL ENCLOSURE PP PINCHED PIPE ill■ BENCH MARK ENT. ENTRANCE P.B. PLAT BOOK. E.O.P. EDGE OF PAVEMENT P.I. POINT OF INTERSECTION A.E. ANCHOR EASEMENT CALC.• ENT. CALCULATED POINT E.O.W. EDGE OF WATER P.O.B. POINT OF BEGINNING C.M.E. CANAL MAINTENANCE ESMT. A CENTRAL ANGLE or DELTA FA. FENCE UNE P.O.C. POINT OF COMMENCEMENT C.U.E. COUNTY UTILITY ESMT. • CONTROL POINT FT FENCE POST P.T. POINT OF TANGENCY D.E. DRAINAGE EASEMENT • CONCRETE MONUMENT (n FIELD P.C. POINT OF CURVATURE ESMT. EASEMENT . III II CATCH BASIN F.F. FINISHED FLOOR P.C.C. POINT OF COMPOUND CURVATURE I.EAE.E. INGRESS'EGRE55 ESMT. ELATION FM FLORIDA POWER 1 UGHT P.R.C. POINT OF REVERSE CURVATURE LA.E. LIMITED ACCESS ESMT. 1155 HYDRANT F/1311 POUND DRILL HOLE P.C.P. PERMANENT CONTROL POINT LB.E. LANDSCAPE BUFFER ESMT. FIRC FOUND IRON ROD 11 CAP R RADIUS or RADIAL MAINTENANCE EASEMENT 8 SANITARY MANHOLE FIPC FOUND IRON PIPE 1 CAP P.RM. PERMANENT REFERENCE MONUMENT LM.E. LAKE OR LANDSCAPE D DRAINAGE MANHOLE FIR FOUND IRON ROD (R) RECORD M.E. MAINTENENCE EASEMENT ® TREE FT FOUND IRON PIPE RES. RESIDENCE P.U.E. PUBLIC UTILITY EASEMENT Q UTILITY POLE FCM END. CONCRETE MONUMENT WW RIGHT OF WAY R.O.E. ROOF OVERHANG MAT. lyLL rN FOUND NAIL (5) SURVEY 5.W.M.E. STORM WATER ENID FOUND NAIL $ DISC 5.B.L. SETBACK UNE MANAGEMENT 153MT. COMMON OWNERSHIP END. POUND 5.C.L. SURVEY CLOSURE UNE T.U.E. TEC NNO(OGICAL UTIUIYG1MT. GAR GARAGE SCR, SCREEN U.E. UTILITY EASEMENT GM GAS METER `5/011 SET DRILL HOLE 1 ELECTRONIC SIGNATURE: In order to "Electronically Sign "all of the PDFs sent by STARS, you must use a hash calculator. A free online hash calculator is available at To Electronically Sign any survey PDF: 1. Save 2. Use the e online tool at - to browse for the saved PDF on your computer. 3. Select the Hash Method as SHA. 4. Click Submit. Your PDF is electronically signed if all of the characters in the SHA -1 code submitted by STARS matches the code which is produced by the hash calculator. If they match exactly, your PDF is electronically signed. If the codes do not match exactly, your PDF is not authentic. PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under "Print Range", click select the "All" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print - 5. Under the "Page Scaling" selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper sae by PDF" checkbox. 8. Click OK to print To PRINT IN BLACK+ WHITE 1. In the main print screen, choose "Properties ". 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" "Gray Scale ". OFFER VALID ONLY FOR: EDUARDO MORAN r /� 1 = A C TA 1 1 1 1 POOL•FENCE •ADDITION1 I 1 I I 1 5% Off I 1 (UP TO$500) 1 ANY FUTURE 1 1 SURVEYING SERVICES 1 I ON THIS PROPERTY 1 1 Offer valid only for the buyer as listed on the I first page of the survey. Total discount not to exceed $500. 1 Exacta Land Surveyors, Inc. www.exactaland.com LBa/337 P (305)668-6169 • F (305)668.6325 F � 12220 Towne Lake Drive, Suite 55 • Ft. Myers, FL 33913 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155493 Permit Number: RC -2 -11 -173 Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM Passed��76, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 11, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 To: Miami Shores Village May 2, 2011 Attention: Building Official Re: Eduardo Moran 565 NE 101st Street Miami Shores Village, FI From: Marie M. Mihalik RA. 11330 SW 41st Street Miami, FI. 33165 305 - 9927489 Dear Sirs, Base on a site visit on Friday April 29, 2011 to the above mentioned address and upon visual inspection of the area of work to be performed, I attest that the soil in said area is sand and rock having a minimum bearing capacity of 2000 psi. Please feel free to call if any further clarification is needed. Thank You Marie M. Mihalik RA. AR95209 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155502 Permit Number: RC -2 -11 -173 I Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM Passed 0 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 11, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 New Construction Subterranean Termite Soil Treatment Record This form is completed by the licensed Pest Control Company Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instruct7iins, ibhltig° ° ° ° ° ° ° existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information Is mandatory and Is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage tenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential. This report is submitted for informational purposes to the builder on proposed (new) construction cases when soil treatment for prevention of subterranean termite Infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control Operator and builder, unless stated otherwise. Section 1: General information (Treating Company Information) • Company Name: DOLPHIN TERMITE SERVICES, INC Company Address 7902 NW 67 ST City MIAMI State FL Zip 33166 Company Business License No. JB129608 Company Phone No. 305 -592 -6933 FHA/VA Case No. (if any) Mg \V p A foul o1-1 e4',4r5 e .t1 a �o.) Section 2: Builder Information Company Name EDUARDO MORAN Phone No. 305- 527 -2305 Section 3: Property Information Location of Structure (s) Treated (Street Address or Legal Description, City, State and Zip) . 565 NE 101 ST MIAMI, Type of Construction (More than one box may be checked) I X I Slab Basement Crawl I I Other Approximate Depth of Footing: Outside Inside Type of FiU FL 33038 Section 4: Treatment Information Date(s) of Treatment(s) 10 / 10 /2011 Brand Name of Product(s) Used MAXXTHOR SC. EPA Registration No. 81 874 -5 Approximate Final Mix Solution % ' S% Approximate Size of Treatment Area Sq. ft. 350 Unear ft. Approximate Total Gallons of. Solution Applied Was treatment completed on exterior? Yes r No Unear ft. of Masonry Voids Service Agreement Available? fl Yes I� No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) tS �`c n+ its lVed a C®a1 ` triti�'. arrairrEAMIGEMEW- Corn Comments 2ltcl Name of Applicator(s) !i- 41_ , &_•111 Ir3ltii Certification No. (if required by State law) The applicator has used a product in accordance with the product label and state requirements. All treatment materials and methods used comply with state and federal regulations. Authorized Signature Date 10/10/2011 Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.G. 1001, 1010. 1012; 31 U.S.C. 3729, 3802) form HUD - NPCA -99-B (04/2003) Form NPCA -99 -B may still be used Permit Number: RC -2 -11 -173 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155515 Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM Passe Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 11, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 LAZA IRON WORKS, !NC. CONSTRUCTION DIVISION 7251 North Miami Ave. Miami, Florida 33150 Te1:305.389.4873 Fax: 305 754 -8222 Certificate of Insulation October 4, 2011 To: Miami Shores Village 10050 N.E. 2nd Avenue Miami, Fl 33138 Re: Bedroom addition for Mr. & Mrs. Eduardo Moran 565 N.E. 101st Street Miami, Florida 33138 Dear Sirs Commercial - Residential licensed and Insured CGC- 1518541 OCT 100Mg 1 1 2011 I, Joaquin Diaz, Florida certified general contractor, certify that R -30 batt insulation in attic space and R-4.1 foil insulation throughout exterior walls, as per approved drawings, has been applied in accordance with manufactures recommendations and specifications, and the Florida Building Code. Please feel free call our office should further information be needed. a, Sincerely Joaquin Dia CGC 1518541 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159299 Permit Number: RC -2 -11 -173 Inspection Date: May 06, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: LAZA IRON WORKS INC Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1132060171140 Building Department Comments ADDITION TO MASTER BEDROOM AND UTILITY ROOM Passed / .5.----- ‘iill Inspector Comments CREATED AS REINSPECTION FOR INSP- 155491. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 06, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 To: Miami Shores Village May 2, 2011 Attention: Building Official Re: Eduardo Moran 565 NE 101st Street Miami Shores Village, FI From: Marie M. Mihalik RA. 11330 SW 41st Street Miami, FI. 33165 Dear Sirs, Base on a site visit on Friday April 29, 2011 to the above mentioned address and upon visual inspection of the area of work to be performed, I attest that the soil in said area is sand and rock having a minimum bearing capacity of 2000 psi. Please feel free to call if any further clarification is needed. Thank You 0/00,/, Marie M. Mihalik RA. AR95209 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 12 Ita/':-;i 7(i 2J r):41, 1 •'o 11,0 COO 4 11011-04.11041% t BUILDING Permit No. J ) — PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 6C Y,./0 it/(a4.4 Phone #: Address: 5.`; AIE /000 ' D City: X. #, , WGres V( // ,€ State: P . • Zip: 1J31 v Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5 /06 to/ S' % City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: 3.3 13a Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: G.[ tYD 4(.4:44-5 Phone #: 50; . 389 el-t7 Address: //' � /,C) 44 57 City: kr/atvl ( State: L . Zip: 5 t‘,-; Qualifier Name: . �Q 0. a 1 In D/ a Z Phone#: State Certification or Registration #: G •G (' f 4 4/ Certificate of Competency #: 50 G• 52 - 473 Contact Phone #: Email Address: 60T —1 •2 t 1/U Di aZ (�� IM 2 i . Cal," DESIGNER: Architect/Engineer: �iy vlJo GII4�I)(/1 1 Phone #: 304 • '262 •1v205 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition °Alteration New ORepair/Replace ❑Demolition Description of Work: ; /. ,<S,' - 4J15• /0 pi ********* **• x*******+x***** **** ** **** x�x* ** Fees* ***** *****m ****** ******************** ****** Submittal Fee $ Permit Fee $ g\ 6 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 60 vo, TOTAL FEE NOW DUE $m iry 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 u 'ect to h t a certified copy of the recorded notice of commencement must be posted at the job site for the first i : pecti n wh ` h ) days after the building permit is issued. In the absence of such posted notice, the tion l not neap roved ion fee will be charged. Signature men . so curs s• en ( anda r.inspev Owner or Agent Contractor The foroing trument was acknodL1t dged befo e me \l ay thi The fore oing instrument was acknowledged before me this l day of" L r , 20 I ' by `1'; il,,. _ , of , 21'L , by 5.O kZ who is perso ally known to me or who has produced who is personally known to me or who has produced p As identification and who did take an oath. NOTA Sign: Print: My Commission Expires: P _ BLIC: aa APPROVED BY as identification and who did take an oath. = NOTARY PUBLIC: 0./S: qu co -2X1,3 Sign: ° ° °e��1111111I1111111�j''� °° OS Si /i. ; • des 12012, 1.0. �h /rJi�� F + Print: co.,' My Commission ommission Expires % ••., C U o T rtA m K I I S S P I U0 Dt `' cr.--F, 41,1, (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Zoning Structural Review Clerk 7/-7/0 _fp. iJZ 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. � )t -r3 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ,CitiA /0/6 14V241 Phone#: Address: 66,5 /ye /o/ City: /Wok:* k:* slut's Vl �I�3G�C State: F( Zip: `-53 13 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: Sc . 5 /V6 0/ S7 City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: -3*)) 13 V Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Gaza Zea4 tall/45 II4 Phone #: 3 • 9' • 4 73 Address: //5' 30 5141 City: itlIflaleit t Qualifier Name: -J4 4! ST to 1::){aZ State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ ,j Square/Linear Footage of Work: State: PC- Zip: /6 Phone#: S • .°q • 4673 G6,6 /5 /o 5 41 Certificate of Competency #: Email Address: GO p atvtJ br az S3144311 • Goat Ad avl .ib (v • FDA .%) 14 Phone #: 5,0s. 262 6,20.3 Type of Work: ❑Addition Description of Work: UNew ❑Repair/Replace )� T + a• x** **+x*+x***********m***** * Feega: *+ xx:* ***************** ******** x **** ********* Permit Fee $� CCF $ CO /CC $ 5canni e $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 60 a 0„f, 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 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 in : ion which o rs seven (7) s after the building permit is issued. In the absence of such posted notice, the inspection ' t be appr- 'ed an' a reins p 'ction 'e will be charged. Owner or Agent The for oin instrument was a �i ledged day of , 20 0 by who i r� ;soni�� to me or who has produced 1 `6 s identification and who did take avath. NOT �' Y PUBLIC: sad Signature The fo day o Contractor strument was ackno , 20 j)_, b Sign: Print: My Commission Expires: ed before me or who h. produced NO Sign: Print: fication and who did take an oath. PUBLIC: . My Commission Expires: s ; , §; **aFHs**sk*sk****% k***+ k*** ****** **% k% k**************** *+ k*******+k+k+k***sk*sk** **. * sk**+ k*% k***H.' *sksk* sksksk**9k*s [a*sksk**%H%kHs***sk**** APPROVED BY 6)0Y Alit to /7 SA (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs in attached which is numbered and with the identification and date of each drawing. • Engineer of Truss Design Pa ORLANDO M. FORTUN CONSULTING ENGINEERS, CIVIL /STRUCTURAL P.E. -22249 - EB - 00512 ))--1)3 alp Miami Shores Village, ,, APPROVED BY • DATE DEPT ®`mil BLDG DEPT /41, b f Z2 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 7220 S.W. 39TH TERRACE MIAMI, FL. 33155 PHONE 305) 262 -6225 FAX (305) 262 -2014 Project Name: EDUARDO MORAN # 6 -3 -11 565 N.E. 101 STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES, FLORIDA Da• °c0 +0 +10psf 2007/ TPI 2002 / ASCE7 -05 /20 2000 Ver. 7.14 Project Engineer of Record: JUN 1 6 2011 To: • Reaction Summary Job Number: Page: 1 Date: 06 -16 -2011 - 2:23:53 PM Project ID: 6 -3 -11 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: 109468112 Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: `: Qty: Truss Id: Span: Truss Type: Slope: Reactions: _0■-. 2 "9 43 lbs. each 9 - 9 - 5 MONO TRUSS 3 - 1 - 10 2.83 0.00 Joint 2 Joint 7 662 lbs. ' 862 lbs. -639 lbs. -538 lbs. _ - Q 2 (1) 2-Ply GR1 101 lbs. each 20 -11 - 0 HIP 3- 1- 11 4.00 0.00 Joint 2 Joint 8 2397 lbs. 2397 lbs. -1650 lbs. -1650 lbs. imomp I` �\a 1 H1 95 Ibs. each 20 - 11 - 0 HIP 3 -9 -11 4.00 0.00 Joint2 Joint7 12821bs. 12821bs. -908 lbs. -908 Ibs. 4 Jl 5lbs. each 1 - 0 - 0 MONO TRUSS 1 - 1 - 11 4.00 0.00 Joints Joint 4 3241bs. 170 lbs. - 5781bs. - 781b5. • 4 J3 11 lbs. each 3 - 0 - 0 MONO TRUSS 1 - 9 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 370 lbs. 50 lbs. 50 lbs. X96 lbs. - 651bs. 4 J5 17 lbs. each 5 - 0 - 0 MONO TRUSS 2- 5- 11 4.00 0.00 Joint 2 Joint 3 Joint 4 452 lbs. 168 lbs. 90 lbs. -497 lbs. -170 lbs. ' 5 J7 23 lbs. each 7 - 0 - 0 MONO TRUSS 3 - 1 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 552 lbs. 269 lbs. 130 lbs. -527 lbs. - 2571b5. J '11117 3 Ml 34 lbs. each 7 - 8 - 0 MONO TRUSS 3 -5 -6 4.00 0.00 Joint2 Joint6 585lbs. 409 lbs. -529 lbs. -295 lbs. - • • 2 Ti 89 lbs. each 20 - 11 - 0 COMMON 4- 3- 8 4.00 0.00 Joint 2 Joint 6 1282 lbs. 12821bs. -896 lbs. -896 lbs. 1 V11 42 lbs. each 11 - 9 - 0 QUEENPOST 3- 0 -13 4.00 0.00 Joint 1 Joint 7 Joint 6 Joint 5 208 lbs. 555 lbs. 295 lbs. 136 lbs. 0 -79 lbs. -344 lbs. -140 lbs. -79 lbs. 0, 1 V7 24 lbs. each 7 - 9 - 0 KINGPOST 1 - 8 - 13 4.00 0.00 - Joint 1 Joint 5 Joint 4 2281bs. 391 lbs. 117 lbs. - 1421bs. - 1861bs. , - 941bs. 1 V9 34 lbs. each 9 - 9 - 0 HOWE 2- 4- 13 4.00 0.00 Joint 1 Joint 7 Joint 6 Joint 5 171 lbs. 425 Ibs. 226 lbs. 146 lbs. - 751bs. - 2671b5. -101 lbs. -91 lbs. r C- J4`,1Ic1.11 Li nil; O 1- tr 2_111 CCIO LTNG BEERS, A CAA416T Eb. M PP 1249 Eb OOOSbtt 1310110 Mlh 1®101211AM, IWIDA 2302 1L• (!ON awns FAX- (30)263.2014 ......e At AA16 Job 6 -3-11 Truss CJ9 Truss Type MONO TRUSS Qty 2 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:02 2011 Page 1 I D: tcNzgtPFO9SQtMrps8Um_ cz5iGS- L3PvRgYOTkPHICF ?SbuMWjxvPM u9L2M nShO1 Uaz5hxc -2 -1 -7 • 53-9 9-9-5 1 1 2 -1 -7 5-3-9 1 4-5-11 Scale = 1:23.2 2x4 II • 4 5 2.83 12 A v7' 3x4' 9 2 ill) 1 �� r 8 11111.- -.411 3x5 = 2x4 II 7 6 ' l 3x4 = 5-3-9 9-9-5 I I 5-3-9 4 -5-11 Plate Offsets (X,Y): [2:0 -2-4,0 -1-81 • - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.54 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC- 0.42 Vert(TL) -0.10 7-8 >999 180 BCLL• 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or6-9-1 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP,No.3 BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. MiTek recommends that Stabilizers and required • cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 662/0 -11 -5 (min. 0 -1-8), 7= 862/Mechanical Max Horz 2= 315(LC 3) Max Uplift2=-638(LC 3), 7=- 537(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1285/545 BOT CHORD 2-8 =- 743/1219, 7- 8== 743/1219 - WEBS 3- 7=- 1271/775, 4-7 =- 398/352 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Iced nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 Ib uplift at joint 2 and 537 Ib uplift at joint 7. ' 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -9 =90 . ®rlI CAALM WAWA PA Trapezoidal Loads (plf) CM. / KIUG11RAL • . Vert: 9= 0(F =45, B= 45)- fo- 4=- 217(F =-63, B =-63), 4=- 157(F =-63, B=- 63) -to -5= -163+ ), 2 = -2(F 3234 ga W.532 , B= 9)- to- 6=- 49(F = -15, B = -15) 1W III WA MI MI I PIM1. PANDA UN EL- 011liifia! !A*MAdfif -i�M JUN 1 6 2011 Job 6-3-11 Truss GR1 Truss Type HIP Qty 1 Ply 2 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens. FI. 33016 7.250 s Mar 23 2011 MiTek Industries. Inc. Thu Jun 16 14:19:04 2011 Page 1 -1-6 -0 1-6-0 3 -10-14 7-0-0 3 -10-14 4.00 12 3-1 -2 4x8 = 10-5 -8 3-5-8 I D:tcNzgtPFO9SQtM rps8U m_cz5IGS -I RXfsMZe ?Lf?X W POZOxgb80G39 Wep154dtt7YTz5hx 13-11-0 17-0 -2 20 -11-0 22-5 -0 2x4 11 4 5 3-5-8 4x8 = 3-1 -2 3 -10-14 1-6-0 Scale = 1:41.3 3x6 = 15 14 13 12 3x4 = 3x8 = 2x4 I I 3 -10-14 7-0-0 3 -10-14 I 3-1 -2 3x4 10-5 -8 3-5-8 3x4 = 13-11-0 3-5-8 2x4 'PI 17-0 -2 I 20-11-0 3-1 -2 3 -10-14 to N Plate Offsets (X,Y): [4:0- 5-4,0 -2 -0], [6:0- 5- 4,0 -2 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BC LL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.46 BC- 0.81 WB 0.13 (Matrix) DEFL in (loc) Vert(LL) 0.23 12 Vert(TL) -0.35 12 Horz(TL) 0.11 8 I/defl >999 >693 n/a Ud 240 180 n/a PLATES MT20 GRIP 244/190 Weight: 202 Ib " FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYPtNo.3 BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) 2= 2398/0 -8-0 (min. 0- 1 -11), 8= 2398/0 -8-0 (min. 0 -1 -11) . Max Horz 2=-54(LC 4), Max Uplift2=- 1650(LC 3), 8=- 1650(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 5615/3342, 3- 4=- 5546/3411, 4-5 =- 5848/3650, 5-6 =- 5848/3650, 6-7 =- 5546/3410, 7-8 =- 5615/3341 BOT CHORD 2-15=-2980/5193, 14-15=-2980/5193, 13- 14=- 3071/5297, 12-13=-3071/5297, 11-12=-3096/5297, 10-11=-3033/5193, 8-10 =- 3033/5193 WEBS 3-14 =- 164/276, 4-14 =- 421 / 851, 4-12 =- 443/795, 5-12 =- 654/584, 6-12 =- 443/795, 6-11 =- 420/851, 7 -11 =- 163/276 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-5-0 oc. Webs connected as follows: 2 X 4 -1 row at•0 -9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) section. Ply to ply connections have been provided to distribute only loads noted as (F) or indicated. 3) Unbalanced roof live Toads have been considered for this design. 4) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. I Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstandir and 1650 Ib uplift at joint 8. 8) Girder carries hip end with 7-0-0 end setback. Continued on page 2 Structural wood sheathing directly applied K5 -1 -11 oc purlins. Rigid ceiling directly applied or 7-3-3 oc bracing. face in the LOAD CASE(S) (B), unless otherwise reOineks garco OD9 C2018ILT146 BOWERS. f A MIL 1811UG1i*4L • ds. PE. 771411 BB. MOH at join>ij ea so swat not ROCA!iN 16- f3M17N■>7i PAX- OM) 261404 JUN 1 6 2011 Job 6-3-11 Truss GR1 Truss Type HIP Royal Truss Corporation, Hialeah Gardens, FI. 33016 Qty Ply 2 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:04 2011 Page 2 I D:tcNzgtPF09SQtM rps8U m_cz5 iGS-I RXfsMZe ?Lf tXW POZOxgb8OG39Wep154v?tYTz5hxb NOTES 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 446 Ib up at 13 -11 -0, and 706 Ib down and 446 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) • Vert: 1- 4 = -90, 4-6=-188(F=-97), 6- 9 = -90, 2-14=-20, 11-14=-42(F=-22), 8-11 = -20 Concentrated Loads (Ib) Vert: 14=- 706(F) 11=- 706(F) >;r tit sh oDo U1is Qom 0281.116 DOWER& PA CM / 01111JC1%RAL . q. 7T141 EL 0001152 we ea ]!Ih UM= 11NAM,11WIDA 33N 16• neu2r14a M. nIS Hi3•21111 JUN 1 6 2011 Job 6-3-11 Truss H1 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:06 2011 Page 1 I D:tcNzgtPF09SQtM rps8Um_cz5iGS -E4QH2 WXyvjngZmhQzigZSZgzCrHwQM NJM EdLz5hxZ -1-6 -0 410-14 9-0-0 11 -11-0 16-0 -2 20-11-0 22-5 -0 1-6-0 4-10-14 4-1 -2 2 -11-0 4-1 -2 4-10-14 1-6-0 Scale = 1:41.3 4x5 = 4x8 = '- 4.00 12 4 5 • uc 2x4 ` n ¢ _ 3 A •—■Iddlibl. in 2 1 2x4 i 6 7 in W II :a." ■ _ Ig .:. 11 10 9 4x4 = 4x4= • • 3x8 = 3x4 = 3x4 = a l 9-0-0 11 -11-0 20-11-0 i c5 9-0-0 l 2 -11-0 l 9-0-0 Plate Offsets X, : 2:0 -3-14 0-0-2 5:0-5- 4,0-2-0 , :0-3- 14,0-0-2 • - LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL• 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.65 BC 0.63 WB 0.20 (Matrix) DEFL in (Ioc) Udefl Ltd Vert(LL) -0.16 7 -9 >999 240 Vert(TL) -0.47 7 -9 >519 180 Horz(TL) 0.09 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 Ib FT = 0% ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied o1'3 -6-10 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYPLNo.3 BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1283/0 -8-0 (min. 0- 1 -13), 7= 1283/0 -8-0 (min. 0 -1 -13) Max Horz 2= -54(LC 4) Max Uplift2=- 907(LC 3), 7=- 907(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3= -2510/ 1358, 3-4 =- 1979/1044, 4-5 =- 1831/1043, 5-6 =- 1978/1044, 6-7= -2511 /1357 - BOT CHORD 2- 11=- 1117/2298,10 -11 =780 /1830, 9-10 =- 780/1830, 7 -9 =- 1170/2298 WEBS 3-11 =- 523/420, 4-11 =- 79/303, 5-9 =- 97/303, 6-9 =- 524/419 NOTES - 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05;146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 907 Ib uplift at joint 2 and 907 Ib uplift at joint 7. LOAD CASE(S) Standard witizaixdas eurtairo CQ8LTIG WAWA PA M. 1 OTINGIIRN. • , PE. 22241 EA WON . VIP Hl TIM 11111ACL1 MMIL!LOMA MIN 1L. a wJ7H4Df MAX - AAAJJ�2- S JUN 162011 Job 6 -3-11 Truss J1 Truss Type MONO TRUSS Qty 4 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens. FI. 33016 7.250 s Mar 23 2011 MiTek Industries. Inc. Thu Jun 16 14:19:06 2011 Page 1 1 -1-6 -0 I D:tcNzgtPFO9SQtM rps8U m_cz5iGS- EgfQH2bvXyvj ngZm hQzl gZ5dvzH2HzbM NJ M EdLz5 hxZ 1-0-0 1-6-0 1-0-0 3 3x4 1-0-0 1-0-0 Scale = 1:5.4 Plate Offsets (X,Y): [2:0 -3- 14,0 -1-81 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.44 BO 030 WB 0.00 (Matrix) DEFL in (Ioc) I/defl L/d Vert(LL) 0.00 2 >999 240 Vert(TL) 0.00 2-4 >999 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied o'1 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 2= 324/0 -8-0 (min. 0 -1-8), 4=- 77/Mechanical, 4=- 77/Mechanical Max Horz 2= 147(LC 3) Max Uplift2= 577(LC 3), 4=-77(LC 1), 4=-77(LC 1) Max Grav2= 324(LC 1), 4= 171(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent witb any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 Ib uplift at joint 2 and 77 Ib uplift at joint 4. LOAD CASE(S) Standard CadILTNG RO ER% PA CM. f 6111LIG11RAL • PE m45 EA AWN WO it No TIMM PIM!LOMA UM 16• «MNINI W! M* OMiM3i 401 • JUN 1 6 2011 1 Job 6-3-11 Truss J3 Truss Type MONO TRUSS Royal Truss Corporation, Hialeah Gardens, FI. 33016 1 -1-6 -0 Q Ply 4 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:06 2011 Page 1 ID:tcNzgtPFO9SQtM rps8Um_ cz5iGS- EgfQH2bvXyvjngZmhQzIgZ5afzKfHzbMNJMEdLz5hxZ 3-0-0 1-6-0 3-0-0 3 2x4 = 4 Scale = 1:9.2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.59 BC 0.07 WB 0:00 (Matrix) DEFL in (Ioc) I/defl Vert(LL) -0.00 2-4 >999 Vert(TL) -0.01 2-4 >999 Horz(TL) -0.00 3 n/a Lid 240 180 n/a PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 3= 50/Mechanical, 2= 371/0 -8-0 (min. 0 -1-8), 4= 25/Mechanical Max Horz 2= 168(LC 3) Max Uplift3= -65(LC 4), 2=- 495(LC 3) Max Grav3 =50(LC 1), 2= 371(LC 1), 4 =50(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins. ss Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint 3 and 495 Ib uplift at joint 2. LOAD CASE(S) Standard ariarnelles ff . N CON8ILTh4 DralEE PA. CN9. / 611110EPAL rE 22249 E. ODOM 930 OR 3IM IORACL IIIfbPUMA 371 16• f7010 nuns M (30 13134114 • JUN 1 6 2011 1 Job 6-3-11 Truss J5 Truss Type MONO TRUSS Royal Truss Corporation, Hialeah Gardens, FI. 33016 1 -1-6 -0 Qty Ply 4 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:07 2011 Page 1 ID:tcNzgtPFO9SQtM rpsBUm_ cz5iGS- iODoUObXIG1ZOz8zF8UXDmetPNeaOQrWbz5o9oz5hxY 5-0-0 1-6-0 • 2 4.00 12 5-0-0 3 2x4 = 5-0-0 4 5-0-0 Scale = 1:13.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.59 BC 0.22 WB 0.00 (Matrix) DEFL in (Ioc) I/defl L/d Vert(LL) -0.03 2-4 >999 240 Vert(TL) -0.06 2-4 >866 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 Ib `. FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. i, BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 168/Mechanical, 2= 453/0 -8-0 (min. 0 -1-8), 4= 45/Mechanical Max Horz 2= 224(LC 3) Max Uplift3=- 170(LC 4), 2=- 497(LC 3) Max Grav3= 168(LC 1), 2= 453(LC 1), 4 =90(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 Ib uplift at joint 3 and 497 Ib uplift at joint 2. LOAD CASE(S) Standard CO6LT16 EI I EI I IMF CM. / 611UGT1RAL • 2V4s EA 000530 WO 1a nh IMAM PietKAMA UM 1111.- ( II N144 M f71117•34/i: JUN 1 6 2011 Job 6-3-11 Truss J7 Truss Type MONO TRUSS Royal Truss Corporation, Hialeah Gardens, FI. 33016 -1 -6-0 1-6-0 Qty Ply 5 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:07 2011 Page 1 I D:tcNzgtPFO9SQtM rps8Um_cz5iGS- iODoUObXIG 1 ZOz8zF8UXDmepwNax0QrWbz5o9oz5hxy 7-0-0 7-0-0 Scale = 1:16.8 3 2x4 = 7-0-0 7-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 1fl.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.38 BC 0.45 WB 0.00 (Matrix) DEFL in (loc) I/defl Vert(LL) -0.11 2-4 >722 Vert(TL) -0.27 2-4 >289 Horz(TL) , -0.00 3 n/a Lid 240 180 n/a PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 3= 289/Mechanical, 2= 552/0 -8-0 (min. 0 -1-8), 4= 65/Mechanical Max Horz2= 277(LC 3) Max Uplift3=- 256(LC 4), 2=- 527(LC 3) Max Grav3= 269(LC 1), 2= 552(LC 1), 4= 130(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erectien, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 Ib uplift at joint 3 and 527 Ib uplift at joint 2. LOAD CASE(S) Standard cerikurtaiko o' . Q®Ortt6009 CQ8LTNG Brat4001, PA CM. / 61111IGfWAL • Pp. 222411 ER 000532 W Y7lM1LRACll1/1LlILGIW MO td- new rif41 MX. 31/34114 JUN 1 6 2011 Job 6-3-11 Truss M1 Truss Type MONO TRUSS Royal Truss Corporation, Hialeah Gardens, FI. 33016 4+ 1-6-0 Qty 3 Ply 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:08 2011 Page 1 I D:tcNzgtPFO9SQtM rps8Um_ cz5iGS- ADnAhkc93z9Q07i9or ?ml_Bw9mvGlrzjgdrLh Ez5hxX 4-2 -14 7-8-0 4-2 -14 1 3-5-2 2x4 II 4 Scale = 1:18.5 2x4 = 7-8-0 6 3x4 = 7-8-0 0 N LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 csI TC 0.59 BC 0.57 WB 0.14 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) -0.16 2-6 >539 240 Vert(TL) -0.40 2-6 >216 180 Horz(TL) 0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 35 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. vs BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. REACTIONS (Ib /size) 2= 586/0 -8-0 (min. 0 -1-8), 6= 410/0 -3-0 (min. 0-1-8) Max Horz2= 317(LC 3) Max Uplift2=- 528(LC 3), 6=- 294(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 524/287 BOT CHORD 2- 6=- 423/431 WEBS 3-6 =- 462/454 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 528 Ib uplift at joint 2 and 294 Ib uplift at joint 6. LOAD CASE(S) Standard cortande a . 7ri 6 i CONSIL G mein PA a+r� 1 SMICIARAL • 22144 Eb TOO O MO lu 71Y11f NW 1114 UMW 331111 Ia- (NW3titli Mw OA) 2444014 • JUN 1 6 2011 Job 6-3-11 Truss T1 Truss Type COMMON Royal Truss Corporation, Hialeah Gardens, FI. 33016 Qty 2 Ply 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:09 2011 Page 1 ID: tcNzgtPFO9SQtMrps8Um _cz5iGS- ePLYv4dnptHHeHHLMZW?I Bj5aAGdUHMp3HauEgz5hxW -1-6 -0 5-7 -10 , 10-5 -8 15-3 -6 20-11-0 , 22 -5-0 1-6-0 ' 5-7 -10 4-9-14 4-9-14 5-7 -10 1-6-0 4x6 = 4.00 .111-44 111_ ¢ 2x4 \\ - 2x4 3 5 8 3x6 = 7 -2 -15 10 9 3x4 3x4 = 7 -2 -15 13-8 -1 3x4 = 6-5-3 20-11-0 Scale = 1:40.5 3x6 = 7 -2 -15 N 7 I a LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL IV.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.61 BC 0.50 WB Q.19 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) 0.16 8-10 >999 240 Vert(TL) -0.30 840 ' >817 180 Horz(TL)- 0.08 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc BOT CHORD 2 X 4 SYP No.2ND purlins. fi WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-7 -2 oc bracing. REACTIONS (lb /size) 2= 128310 -8-0 (min. 0- 1 -13), 6= 1283/0 -8-0 (min. 0 -1 -13) Max Horz2 =54(LC 3) Max Uplift2=- 896(LC 3), 6=- 896(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2504/1275, 3-4 =- 2182/1147, 4-5=- 2182/1147, 5-6 =- 2504/1274 BOT CHORD 2- 10=- 1033 / 2283, 9-10 =- 655/1600, 8-9 =- 655/1600, 6- 8=- 1086/2283 WEBS 4-8 =- 279/632, 5-8= 446/358, 4-10 =- 279/632, 3-10 =- 446/359 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 896 Ib uplift at joint 2 and 896 Ib uplift at joint 6. LOAD CASE(S) Standard cerkateBeD �i 0. gave= C0 4611.1M2 136156205. PA avl. / enUCPRAL • PE MPS E.B. 000850 117. Mt llMh A ACS NNt IRalrMA UN I10.- MN *WO uac- HMM17N-7Mi1 • JUN 1 6 2011 II 1 Job 6-3-11 Truss V7 Truss Type KINGPOST Royal Truss Corporation, Hialeah Gardens, FI. 33016 hi 5-2-8 Qty 1 Ply 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:10 2011 Page 1 ID:tcNzgtPFO9SQtM rps8Um_ cz5iGS- 6buw6QePaBP8FRsxwG2EgPGIcagLDIVyIxKSm6z5hxV 7 -9-0 5-2-8 4x4 = 2-6-8 Scale = 1:14.8 2x4 5-2-8 5 2x4 11 7 -9-0 4 2x4 11 5-2-8 2-6-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCQL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.40 BC 0.15 WB 0.07 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 25 Ib FT = 0% LUMBER TOP CHORD 2X'4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 7 -9-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 229/7 -9-0 (min. 0 -1-8), 4= 117/7 -9-0 (min. 0 -1-8), 5= 392/7 -9-0 (min. 0-1-8) Max Horz 1 =53(LC 3) Max Upliftl=- 141(LC 3), 4= -93(LC 3), 5=- 186(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2 -5 =- 302/230 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Ib uplift at joint 1, 93 Ib uplift at joint 4 and 186 Ib uplift at joint 5. LOAD CASE(S) Standard arkenate u . famaceaan CO6LT11G ENGINEERS. PA CM,/ MIIILICTLIPAL • PP. m4'! Ea. MOM sa m 11dP= PIIMIL ROM »m 1U0 O 7W4 PAW COW ut- JUN 1 6 2011 0 0 1 Job 6-3-11 Truss V9 Truss Type HOWE Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 16 14:19:10 2011 Page 1 I D:tcNzgtPF09SQtM rps8Um_ cz5iGS- 6buw6QePaBP8FRsXwG2EgPGM pahODIHyIxKSm6z5hx\e I• 4-6-1 7 -2-8 9-9-0 9 -10-115 ' 4-6-1 4.00 12 I 2-8-7 8 �` ill I 2-6-8 0- Scale 2x4 4 Y Ell -i 5 = 1:18.3 IF a 7 6 5 2x4 II e I 4-6-1 7 -2-8 I 9-9-0 9 -10,15 I 4-6-1 2-8-7 2-6-8 0- -I 5 Plate Offsets (X,Y): [1:0 -4- 15,0 -2-8], [2:4-4-51 -1 -121 [3:7-2-8,2-1-2 [4:0- 2- 10-1 -0 ] [6:74- 120 -3-8] :4-4-5,0-3-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL '0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress lncr YES Code FBC2007/TPI2002 CSI TC 0.19• BC 0.10 WB 0.08 (Matrix) DFFL in (loc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL)- n/a ' - n/a 999 Horz(TL) 0.00 5 n/a n/a PLATES GRIP MT20 244/190 • Weight: 34 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X4 SYI? No.3 BOT CHORD • REACTIONS All bearings 9-9-0. (Ib) - Max Horz 1= 106(LC 3) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 7=- 266(LC 3), 6=- 101(LC 3) Max Gray All reactions 250 Ib or less at joint(s) 1, 5, 6 except 7= 426(LC 5) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-7=-328/276 NOTES _ 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 except (jt =lb) 7 =266, 6 =101. 6) Following joints to be plated by qualified designer: Joint(s) 1, 2, 3, 6, 7, not plated. LOAD CASE(S) Standard • II; Exp other 100 Structural wood sheathing directly applied c r 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - C; enclosed; C -C live loads. Ib uplift at joint(s) 1, �,�.,, • c um Y x' COIILTG BdCiMEER& PA. CIVIL / MIILIC1U AL • . pL 7774 E . 5 5 4J0 Hl!!ib iDMCft II" ILfMrl33 ' 11L- MO/ 1W4/ u . (301212 !I 4 JUN 162011 Job 6-3-11 Truss V11 Truss Type QUEENPOST Royal Truss Corporation, Hialeah Gardens, Ft. 33016 5-6-1 5-6-1 Qty 1 Ply 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jun 1614:19:11 2011 Page 1 ID tcNzgtPF09SQtMrps8Um _cz5iGS- baSIKIf1LUX?tbRkU ZTNcpUV OAyC86Wb3 ?IZz5hxU 9-2-8 11 -9-0 12 -10-1: 3-8-7 I 2-6-8 I 1 -1 -15 4x4= Scale = t20.2 3x4 5-6-1 5-6-1 2x4 I I 9-2-8 3-8-7 2x4 II 52x4 II 11 -9-0 2-6-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 1'0.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.32 BC 0.17 WB 0.11 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) n/a - n/a - 0.00 5 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 244/190 Weight: 43 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 c BRACING TOP CHORD BOT CHORD REACTIONS All bearings 11 -9-0. (Ib) - Max Horz 1= 157(LC 3) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 6 =- 140(LC 3), 7=- 344(LC 3) Max Gray All reactions 250 Ib or Tess at joint(s) 1, 5 except 6= 295(LC 1), 7= 555(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6 =- 252/185, 2- 7=- 429/360 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL =5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5 except (jt =1b) 6 =140, 7 =344. LOAD CASE(S) Standard arfiturodza ffvae gazettaan COOLLTINS OWEN, PA CM EIFICfRAL PL n2411 Ea. 000552 WO •t nth MRAG'! MArt KOLA w 110 011 01114011 a we- 17111Jw!M{ JUN 1 6 2011 N N • ,•,..,11M• INV A/ ••• • • ■• ••• S ,dIt • AM, ssjsSS P111,011 ~Mai :11■01 ■••,1•11,M1,111,, •N MI., • • /••■•1 • .11•,I• AD ••■•• ■••• ASINEIMISI • • • ••■•••■••■••■••••■• 1,111,•••••■ • • ••• ••• AN, •• • ••,101..• • • Valley. Trusses : .Supporting Truss Continuous Bracing @ 24" o.c. in areas without plyw. sheathing Parte! Roof Layout 12 p -itch to 7 Valley Trusses la 24" o.c. / t-7 w! 2-Zid or.beirel.ciabcniorn'chord truis • . -- • 1,0•Lutx • . . Valley Truss bit • • • S F . - . sLStrap•ellr 0.c.:(see einte) - tnissiee 24'o.c. Dgn Loads: 30 + 15 + 0 + 10 PSF, 33% DOL Wind Speed 146 MPH, 10 PSF Dead load Lumbec.2x4No.2 ND SYP min. chords • No: 3 SYP mix webs da ccr4..bracing on verti=ls oin461:- 3i...-Claadg • to verticals wf 2, 10d nails. Bracing must be lied to a fixed point at ends. (b) Max. spacing for verlical studs is 6" - 0". (c) Conn. for uplift with min. 1-114" 16 ga. twist strap at 4' - o.c. with 4, 10d nails each side of strap. (ASCE 7-05 FBC 2007) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. .1 .; grileurodre Nun= COMMA OGNEERS. CIVIL ! ellikleaRAL • 22241 El. 0.051311 1120 Ga Nth =MCI MIAMI:A DU 11.. 163421 PAX- UM 167-2014 • Eddie .Davies Royal Truss, Inc. Medley, FL Re: End Jack Connect: Detail- Top chord to comer jack/Hip girder Dear E.ddle, As you raque.ited, t investigation the coruiection,regyirements.for open-ended jacks in a slanda!,:i , . corn( t;e1 bAsed on the following oatimetere: S....2x,_ain : 2' - 0" o.c. Gravity_ Loaci: 30 + 15. +0 +10 PSF ,.'. ‹, Wind Load: 146 MPH, Cornponents and.Cladding loads, ASCE 7-04; per FBC 2004 . Occupancy.category ji,.expasure Ci• 25 ft...above.groundr10 PSF dead load. .-,.. Lumher: 2x4 No. 2 SYR minimum top aixt-tottom chord (no webs) Pitch: 2:12 to 6:12 led Toe-Nail Caws& = 154 * .83 11.77•"1.33 r-= 130# • . • Approved Hurricane Clip Min. capacity-400# each direction. Span • Gravity Uplift' • Bottom Chord-Reaction J5 1-7 "7" fa. • • Top Cnord • Connection (2). 16d Toe-nails (2), 16d Toe-nails (3). 16d if you have any questions regarding this matter, please do not hesitate to call. Sincerely, o tr. C r ••••• • “eire ; (2). led Toe-_naiis • (23:15d 1 Toev-nalls (2). 1Sd • ••••••••• • 1.463.i, • (2), 15d Toe-nails This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A•CAUTION: A CAUTION Identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° is the responsibility of the installer (builder, building contractor, licensed )ntractor, erector or erection contractor) to properly receive, unload, store, 3ndle, install and brace-metal plate connected wood trusses to protect life and operty. The installer must exercise the same high degree of safety awareness as ith any other structural material. TPI does not intend these recommendations to e interpreted as superiorto the projectArchitect's or Engineer'sdesign specification x handling, installing and bracincgwood trusses for a partfcufarroof orfloor. These :commendations are based upon the collective experience of leading technical CAUTION :The builder, building contractor iicensedf n contractor; `erector or erection: contractor fs-ad R vlsed _tat obtain anti read the' entire booklet "corn mentary and Recommendations foil: Handling, ink 'stalling, & Bracing Metal. Plate Connected. WU od x Trusses, HIB -91 ° froni:the Truss. Plate lgstitute; ' DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: • A WARNING describes a condition where failure to follow instructions could result in severe personal injury' or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the woodtruss industry, but must, dueto the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. AN rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed In the United States of America. UTIQIJ: AlItempora bracingshould be no less A. • grade iliiarke J- lumcer All connections '.should be made_witii minimum` of 2-1 Gd 'Waits: All trusses assumed2' on center.:or less. -AH multi -ply tryss,,estshguld:be connecteld:together invaccor- ° anca<:oti44resigr>:drawings prior to tntstallation.. CAU ION Trusse$' should ,dot d;.be unloaded on rough terrain or uneven surfaces.:mbloh§ could cause:damage tothe truss; e9'x.- Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses.' �;- -- %:'''. Trusses stored vertically should be braced to prevent toppling or tipping. A.. DANGER: Do not store bundles upright unless properly braced. ., `. =.< DANGER: Walking on trusses which are Tying flat is extremely dangerous and should be strictly prohibited. Frame 1 1• AWARNING: Do not attach cables, chains, or . hooks to the web members. Tag Line or Tess Approximately Y. truss length Approximately '/a truss length Truss spans less than 30'. SpreaderBar -- Toe In Approximately Va to 3'3 truss len . th Toe In Spreader Bar Toe In Less than or equal to 60' Tag Une WARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Une �._ Toe In Approximately '/a to 3<s truss len. h Less than or equal to 60' Tag Une; trusses with'.similar6c:onfiguraitL. n $ bracing arrangement,;I des (i 'ThE Recommended Des %n: Specltl stleit .x.Trusses; DSB =89 andirt_sbmecases Tag Line At or above mid - height Strongback/ SpreaderBar AL. 10' el OEMS 111115 Approximately 35 to V.$ truss length Strongback/ SpreaderBar Greater than 60' 10' 10' �� �I\ ��► �� �//� � � +�Itttas, Tag / Line Th`et!:_4+'in4 wit- ' w3? a ff0A ere Qfe neer i ay dreesIgn bFacir e porer ergci g* Q ete/ ta# Approximately 35 to Y truss length Greater than 60' etermine.that;aj wider:spacirlg' GROUND BRACING :BUILDING, INTERIOR �aossible' (GROUND BRACING '.BUILDING EXTERIOR 'Typical vertical attachment Ground brace diagonals (GBD) Ground brace latent (LBO Ground hour.); diagonals (GBbj.' Note: 2 ^d floor system shall have adequate capacity to support ground brace \` t Uuss of br. lacy, (3 group of Uuas. ' End brake (EB) / / Backup ground stake 1s1 floor Driven j ground stakes CAUTION: Ground bracing required for all Installations. Frame 2 Strut (ST) Typical horizontal tie member with multiple stakes (NT) A 12 —� 4 or greater Topchorde thatare laterally braced canbuckle together and causecollapae inhere l eno diago- nal bracing. Diagonal breeing ahould be nailed to the underside ofthetop chord when purline aro attached to the topside of the top chord. • DF - Douglas FIr-Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. @reas�mpl� f[ atlp oufd' 4 &9 II ! SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace —� Required CHED'TRUSS SPAN MINIMU PITCH DIFFERENCE TOP CHORD ,8. LITERAL BRACE SPACING(LB &.. Jp to 28' Dyer 28' - 42' Jver 42' - 60' ]ver 60' 2.5 3.0 3.0 7' 6' 5' TOP CHORD,ta ;n„ DIAGONAL: BRACE SPACING (DBS) [# trusses] SP /DF ' 17 9 5 SPF /HF See a registered professional engineer F - Douglas Fir -Larch F - Hem -Fir .ontinuous Top Chord _ateral Brace ' equired SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces it lapped at least 2 trusses. 12 6 3 12 . 5 10' or Greater Attachment Required Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse it there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purtine are attached to the topside of the top chord. SCISSORS TRUSS TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBs) SPAN PITCH SPACING(113s) _ [# trusses] SP /DF Up to 32' 4/12 8' 20 _SPFIHF 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' __ See a registered professional engineer DF - Douglas FIr-Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. @reas�mpl� f[ atlp oufd' 4 &9 II ! SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace —� Required CHED'TRUSS SPAN MINIMU PITCH DIFFERENCE TOP CHORD ,8. LITERAL BRACE SPACING(LB &.. Jp to 28' Dyer 28' - 42' Jver 42' - 60' ]ver 60' 2.5 3.0 3.0 7' 6' 5' TOP CHORD,ta ;n„ DIAGONAL: BRACE SPACING (DBS) [# trusses] SP /DF ' 17 9 5 SPF /HF See a registered professional engineer F - Douglas Fir -Larch F - Hem -Fir .ontinuous Top Chord _ateral Brace ' equired SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces it lapped at least 2 trusses. 12 6 3 12 . 5 10' or Greater Attachment Required Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse it there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purtine are attached to the topside of the top chord. SCISSORS TRUSS 12 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) • BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) (# trusses] SP /DF SPFLHF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 - Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Flr -Cart HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. se 3ottom chord diagonal bracing repeated A each end of the building and at same :pacing as top_chord.diagonal bracing.. := BOT['OM OHORD PLANE''I r -r' Z.: a, oHowwthese reCO M,Mpdpdetions.co`�r;ildtesuft lit o ,4magt'c.t6clsesglbIYling� Cross bracing repeated at each end of the building and at 20' Intervals. r- Permanent • continuous lateral bracing as specified by the truss engineering. NEB MEMBER PLANE Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBE (# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' _ See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse if there la no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 30" or greater The end diagonal brace for cantilevered • .trusses must be placed on vertical webs in Tine with the support. Eiiti diagonals are ess egt to stability and must be duplicate' both ends of the truss system. •- WARNINGJaiturete:W1o►i�rthes recominep ationscetuldces 1•aH U C W - S T - -? {. i f�yA i T,P• bk 1 • P.� ; hrr k, r sev ><e persona fn ,lr 'Q -tlai rage ei tr4esyg r9 bgjidir19� • 1..r•r4:d:.i44'ttaa : rnrn9.haFY%1, jias�s e�• +P }aSJ.�?�rG2�iM.Ac.�.r�v'i 4x2 PARALLEL- CHORD .TRUSS :TOP CHORD' Top chords that are laterally braced can buckle togetherand cause collapse inhere lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. at Continuous Top Chord Lateral Brace Required —1-111_ 10' or Greater �\ Attachment ; Required --� End diagonals are for stability and must be duplicate both ends of the truss system. Frame 5 X . 3f /2U Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. INSTALLATION :TOLERANCES :I SPAN MINIMUM PITCH TOP CHORD LATERAL. BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DB5) (# trusses] SP /DF SPF /HF Up to 24' 3/12 t' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered protessiona engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. 12 —13 or greater 9• 9• All lateral bracer' lapped at least 21 trusses. Continuous Top. Chord Lateral Brace —� Required Top chords that are laterally braced can buckle together and cause collapse @there lane disco- nalbracing. Diagonal bracing should be nailed to the underside of the tap chord vwnon pirJne are attached to the topaide of the top chord. 10' or Greater MONO TRUSS Attachment Required ..ls rtf:n ' •AA4 -T': ,iia.1`. t ry, ' Sb l'i'XS •: ,.'r• •ni :7" 444).„.. - - w u °i WARNING,; Eallur tofgilowtheserecom endationld'resulti 5� e�pe sonaUnJur ,,.o� t'.:' �d '�, 9 INUg PLUMB Truss Depth D(In) Maximum Misplacement • D(t1» ' b /�0' °; . D(ft) , 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84° 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D /50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T ±'/1 WARNING: Do not cut trusses. L(in) Length L (in) BOW f Lesser of 11200 or 2" L(in) 1/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' t(In) # :..... ........ I Lesser of L/200 or 2" L(In) 11200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. • ' DANGER: Under no circumstances should constructlon loads of any description be placed on unbraced trusses. Frame 6 Engineering Cover Shee This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs in attached which is numbered and with the identification and date of each drawing. CIiy copy Engineer of Truss Design Pac ORLANDO M. FORTUN CONSULTING ENGINEERS, CIVIL /STRUCTURAL P.E. -22249 — EB — 0051 13(c-A -1-73 S JR,JFCT TO COMP IANCF WITH ALL FEDERAL STAT[ AVM) COIN f( RULES AND REGULATIONS 7220 S.W. 39TH TERRACE MIAMI, FL. 33155 PHONE 305) 262 -6225 FAX (305) 262 -2014 Project Name: EDUARDO MORAN # 6 -3 -11 565 N.E. 101 STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES, FLORIDA Design Load: 30 + 15 + 0 +10 psf Building Code: FBC2007/ TPI 2002 / ASCE7 -05 Software Used: MITek @20/20 2000 Ver. 7.14 Project Engineer of Record: AUG 0 2 2011 COVW•eJ Nd 1 dvt � CFgke-v1 *IC VC Vtkek Nkr woa t4 JUL 2 8 2011 TO Reaction Summary Job Number: Page: 1 Date: 07 -28 -2011- 1:09:07 PM Project ID: 6 -3 -11 Project: Block No: Model: Lot No: Contact: Site: Off ce: Deliver To: Account No: 109468112 Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: _I'3 2 CJ9 43 lbs. each 9 - 9 - 5 MONO TRUSS - 1 - 10 2.83 0.00 Joint 2 Joint 7 662 lbs. 862 lbs. -639 lbs. -538 lbs. �- - 2 (1) 2 -Ply GR1 101 lbs. each 20 - 11 - 0 HIP 3- 1 -11 4.00 000 Joint 2 Joint 8 2397 lbs. 2397 lbs. - 16501bs. - 16501bs. 1 Hi 95 lbs. each 20 - 11 - 0 HIP 3 -9 -11 4.00 0.00 Joint2 Joint? 1282 lbs. 1282 lbs. -908 lbs. -908 lbs. 4 J1 5 lbs. each 1 - 0 - 0 MONO TRUSS 1 4.00 -1 -11 0.00 Joint 2 1 lb 70 l4 2lbs. 170 lbs. -578 lbs. -78 lbs. . 4 J3 11 Ibs. each 3 - 0 - 0 MONO TRUSS 1 - 9 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 370 lbs. 50 lbs. 50 lbs. -496 lbs. -65 Ibs. 4 J5 17 Ibs. each 5 - 0 - 0 MONO TRUSS 24-.500- i l 0.00 Joint 2 Joint 3 Joint 4 452 Ibs. 168 Ibs. 90 lbs. - 4971bs. -170 lbs. 5 J7 23 Ibs. each 7 - 0 - 0 MONO TRUSS 3- 1- 11 4.00 0.00 Joint 2 Joint 3 Joint 4 552 Ibs. 269 Ibs. 130 lbs. -527 lbs. -257 lbs. J 3 M1 34 Ibs. each 7 - 8 - 0 MONO TRUSS 3- 5- 6 4.00 0.00 Joint 2 Joint 6 585 lbs. 409 Ibs. -529 lbs. -295 lbs. r/C, 1 T1 89 Ibs. each 20 - 11 - 0 COMMON 4- 3- 8 4.00 0.00 Joint 2 Joint 6 1282 lbs. 1282 lbs. -896 lbs. -896 lbs. �' 1 T1A 89 lbs. each 20 - 11 - 0 COMMON 4- 3- 8 4.00 0.00 Joint 2 Joint 6 1412 lbs. 1346 Ibs. -966 lbs. -933 lbs. 'I 1 V11 42 lbs. each 11 - 9 - 0 QUEENPOST 3- 0- 13 4.00 0.00 Joint 1 Joint 7 Joint 6 Joint 5 208 lbs. 555 lbs. 295 lbs. 136 Ibs. -79 lbs. -344 lbs. -140 lbs. -79 lbs. /� \\ 1 V7 241bs. each 7 - 9 - 0 I{INGPOST 1 - 6 -13 4.00 0.00 Joint 1 Joint 5 Joint 4 228 lbs. 391 lbs. 1171bs. - 1421bs. - 186lbs. - 941bs. r' -■111 1 V9 34 lbs. each 9 - 9 - 0 HOWE 2- 4- 13 4.00 0.00 Joint I Joint 7 Joint 6 Joint 5 171 Ibs. 425 lbs. 226 lbs. 146 lbs. -75 lbs. -267 lbs. -101 lbs. -91 lbs. JUL 2 8 7011 i, (ci' (Gm @I nil. U©ui s b NSUL G EERS, ?A. e l CIVIL / 6TRU ORAL P.E.2224 7220 S.W. 39th ?ERR MIAMI, FLA, 53155 TEL - (305) 262 -6225 FAX • (5®5) 262 -2014 Job 6-3-11 Truss CJ9 Truss Type • MONO TRUSS Qty 2 Ply 1 Job Reference (optional) Ro Royal Truss Co Y Corporation, Hialeah Gardens, FI.33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:03 2011 Page 1 ID: tcNzgtPFO9SQtMrps8Um_ cz5iGS- n9RibANPeUs _511AN ?8m?9NKJDjTaVNg1 M hYhJytxyy -2 -1 -7 l 2 -1 -7 �9 f 4� I Scale = 1:23.2 2x4 II 4 5 2.83 12 ■ 3x4 3 i olls � 9 2 Nim 1610" onill 1 I �� 8 0 3x5 = 2x4 I I 7 6 3x4 = 5-3-9 9-9-5 5-3-9 I 4 -5-11 Plate Offsets (X,Y): [2:0- 2- 4,0 -1 -8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.54 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.10 7 -8 >999 180 BCLL 0.61 Rep Stress Incr NO WB 0.46 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing: MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 662/0 -11 -5 (min. 0 -1-8), 7= 862/Mechanic al Max Horz 2= 315(LC 3) Max Uplift2=- 638(LC 3), 7=- 537(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1285/545 BOT CHORD 2-8 =- 743/1219, 7-8 =- 743/1219 WEBS 3- 7=- 1271/775, 4-7 =- 398/352 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Iced nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 Ib uplift at joint 2 and 537 Ib uplift at joint 7. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard JUL 2 2019 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) 01- t , °O� ®ff11 C�® an. 4 4051 Vert: 1 -9 = -90 0298ULTN6 LN6AIEFIQ6, PA Trapezoidal Loads (pif) CIVIL / MRUC1UR4 , Vert: 9= 0(F =45, B =45)- to.4=- 217(F =-63, B =-63), 4=- 157(F =-63, B=- 63) -to-5= -163(' 6), 2= -2(F -' 22241 ea @66852 , B= 9)- to- 6=- 49(F = -15, B = -15) . utp 611. 3355 10.• t30!) ail= FAK• (300216-1614 Job 6-3-11 Truss GR1 Truss Type • ` HIP Qty 1 PIy 2 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:07 2011 Page 1 I D:tcNzgtPF09SQtM rps8Um _cz5iGS- gxgDRXRwiiMQavLxcrCi97Y 1 Tg2QWOdPx_flg4ytXy6 - 1-6-0 3 -10-14 7-0-0 10-5 -8 13-11-0 17-0 -2 20-11-0 22 -5-0 1-6-0 3-10-14 3-1 -2 3-5-8 3-5-8 3-1 -2 3 -10-14 1-6-0 Scale = 1:41.3 4x8 = 2x4 I I 4x8 = 4.00 rir 4 5 6 3x4 3x4 N N M. 2 4� C! 7 8 t � ® 3x6 I = 15 14 13 12 11 10 2x4 I I 3x4 = 3x4 — 3x8 = 3x4 = 2x4 I I 3 -10-14 7-0-0 10-5 -8 13-11-0 I 17-0 -2 I 20-11-0 3x6 I I I 3 -10-14 3-1 -2 3-5-8 3-5-8 3-1 -2 3 -10-14 Plate Offsets (X,Y): [4:0- 5- 4,0 -2 -0], [6:0-5- 4,0 -2 -0] LOADING (psf) TCLL 30.0 TCDL 15.0, BCLL 0.0' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.46 BC 0.61 WB 0.13 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) 0.23 12 >999 240 Vert(TL) -0.35 12 >693 180 Horz(TL) 0.11 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 202 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-1 -11 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No3 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. REACTIONS (lb /size) 2= 2398/0 -8-0 (min. 0- 1 -11), 8= 2398/0 -8-0 (min. 0 -1 -11) Max Horz 2= -54(LC 4) Max Uplift2=- 1650(LC 3), 8=- 1650(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 5615 / 3342, 3-4 =- 5546 / 3411, 4-5 =- 5848/3650, 5-6 =- 5848/3650, 6-7 =- 5546/3410, 7 -8=- 5615/3341 BOT CHORD 2- 15=- 2980/5193,14 -15 =- 2980/5193,13 -14 =- 3071/5297, 12 -13 =- 3071 /5297,11 -12 =- 3096/5297, 10 -11 =- 3033/5193, 8-10 =- 3033/5193 WEBS 3-14=-164/276, 4-14 =- 421 / 851, 4- 12= -443/795, 5-12 =- 654/584, 6-12 =- 443/795, 6-11 =- 420/851, 7 -11 =- 163/276 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-5-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD_ CASE(S) ►JUL 2 8 2011 section. Ply to ply connections have been provided to distribute only Toads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 1650 Ib uplift at joint $. t.n - • , -C'1I ;, ® ®r�n Ct#t18U1.110 WAWA A PA CIVIL / 51163JC1URA1. , . r = .o- s. P$12248 . EA MESI2 .1 .at joint Ens en 30th Iowa rum RAMA nay 1®.• (DPJ)Ita4» PAX. nil) 8) Girder carries hip end with 7-0-0 end setback. • Continued on page 2 Job 6-3-11 Truss GR1 Truss Type HIP Royal Truss Corporation, Hialeah Gardens, FI. 33016 Qty 1 Ply 2 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:07 2011 Page 2 NOTES ID: tcNzgtPFO9SQtMrps8Um_ cz5iGS- gxgDRXRwiiMQavLxcrCi9?Y1 Tg2QWOdPx_flg4ytXy6 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 446 Ib up at 13 -11 -0, and 706 Ib down and 446 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-4=-90, 4- 6=- 188(F = -97), 6- 9 = -90, 2-14=-20, 11-14=-42(F=-22), 8- 11 = -20 Concentrated Loads (Ib) Vert: 14=- 706(F) 11=- 706(F) 'JUL 2 8 2 011 WASIZTOGID 90114tWITD COOLING ENSI EERId, Pa CIA / BTRJCfIRAL P1° 11148 . E9 000512 1J70 5 NO WRACd PI" MARVA 33186 1E.- t308) 2i24nb PM. (306)2624014 Job 6-3-11 Truss Hi Truss Type HIP Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:08 2011 Page 1 ID: tcNzgtPF09SQtMrps8Um_ cz5iGS- 87EbetRYT0UHC3w8AYjxiC49KEOOFgiZAePJM Wytxy5 -1-6 -0 410-14 9-0-0 11 -11-0 16-0 -2 20-11-0 22-5 -0 1-6-0 4-10-14 4-1 -2 2 -11-0 4-1 -2 4-10-14 1-6-0 Scale = 1:41.3 4x5 = 4x8 = 4.00 12 4 5 r5 cA 2x4 n 3 h n in 2 2x4 6 .,r` La (31 —::iIllIll— C I ` ' 0 -. _. A 4x4 I • = 11 9 4x4 3x8 = 3x4 = 3x4 = 9-0-0 11 -11-0 20-11-0 = 1 I I 9-0-0 2 -11-0 9-0-0 Plate Offsets (X,Y): [2:0 -3- 14,0-0 -2], [5:0- 5- 4,0 -2 -0], [7:0 -3- 14,0 -0-21 LOADING (psf) TCLL 30.0 TCDL 15.0, BCLL 0.0* BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.65 BC 0.63 WB 0.20 (Matrix) DEFL in (lac) Udefl Ud Vert(LL) -0.16 7 -9 >999 240 Vert(TL) -0.47 7 -9 >519 180 Horz(TL) 0.09 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc BOT CHORD 2 X 4 SYP. No.2ND purlins. WEBS 2 X 4 SYP No,3 BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1283/0 -8-0 (min. 0- 1 -13), 7= 1283/0 -8-0 (min. 0 -1 -13) Max Horz 2 =54(LC 4) Max Uplift2=- 907(LC 3), 7=- 907(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2510/1358, 3-4 =- 1979/1044, 4-5 =- 1831/1043, 5-6 =- 1978/1044, 6-7= -2511 /1357 BOT CHORD 2- 11=- 1117/2298,10 -11 =- 780/1830, 9-10 =- 780/1830, 7- 9=- 1170/2298 WEBS 3-11 =- 523/420, 4-11 =- 79/303, 5-9 =- 97/303, 6-9= 524/419 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 907 Ib uplift at joint 2 and 1 JUL 2 8 2011 907 Ib uplift at joint 7. LOAD CASE(S) Standard Du'umandC41 ats. 9orM 1011 WO/TM BrAPEER6, PA CIVIL / BTR C1URAl. PL.1�t49 . E8.0001412 . TAO bet Sett IMAGE 11/4 &CODA D IL- MAW 2i74s FA* (30)742 -7014 Job 6-3-11 Truss J1 Truss Type • MONO TRUSS Qty 4 Ply 1 Job Reference (optional) Royal Truss Corporation, 1 Hialeah Gardens, 8.33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:08 I D:tCNzgtPF09SQtf rps8Um_ cz5iGS- 87EbetRYTOUHC3w8AY 1xiC4DZETbFttZAePJMwytxye -1-6 -0 1-0-0 2011 Page 1 Scale = 1:5.4 . 1-6-0 4.00 12 2 1-0-0 0 3 '41P1' e 4 3x4% 1-0-0 1-0-0 Plate Offsets (X,Y): [2:0 -3- 14,0 -1-81 LOADING (psf) TCLL 30.0 TCDL 15.0. BCLL 0.0• BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.44 BC 0.30 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) 0.00 2 >999 240 Vert(TL) 0.00 2-4 >999 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD REACTIONS (Ib /size) 2= 324/0 -8-0 (min. 0 -1-8), 4=- 77/Mechanical, 4=- 77/Mechanical Max Horz2= 147(LC 3) Max Uplift2=- 577(LC 3), 4= -77(LC 1), 4= -77(LC 1) Max Grav2= 324(LC 1), 4= 171(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 Ib uplift at joint 4. LOAD CASE(S) Standard • Exp other 577 Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. C; enclosed; C -C live Toads. Ib uplift at joint 2 and %JUL 2 8 21311 CaISILTINs ETOUR%PA. Ova. / STRUCTURAL I' .72248 E.5. MAN . WO ML 3M 11104011 MN7, PIMA 33116 1E. -130 and MIAS FAx- l7e J 737 -1013 Job 6-3-11 Truss J3 Truss Type MONO TRUSS Royal Truss Corporation, Hialeah Gardens, FI. 33016 -1-6 -0 Qty Ply 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:08 2011 Page 1 I D:tcNzgtPF09SQtM rps8Um_ cz5iGS- 87EbetRYTOUHC3w8AYjxiC4AJE WCFttZAePJM WytXY 3-0-0 1-6-0 3-0-0 3 2x4 = 3-0-0 4 Scale = 1:92 LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0. Rep Stress Incr YES BCDL 10.0* Code FBC2007/TPI2002 CSI TC 0.59 BC 0.07 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) -0.00 2-4 >999 240 Vert(TL) -0.01 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3= 50/Mechanical, 2= 371/0 -8 -0 (min. 0 -1-8), 4= 25/Mechanical Max Horz2= 168(LC 3) Max Upl'rft3= -65(LC 4), 2=- 495(LC 3) Max Grav3 =50(LC 1), 2= 371(LC 1), 4 =50(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint 3 and 495 Ib uplift at joint 2. LOAD CASE(S) Standard JUL 2 8 2011 Job Truss Truss Type Qty Ply 6-3-11 J5 MONO TRUSS 4 1 Job Reference (optional) oyal Truss Corporation, Hialeah Gardens, FI. 33016 1 -1-6 -0 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:09 2011 Page 1 ID tcNzgtPFO9SQtMrps8Um_ cz5iGS-cJozsDSAEKc8pDVKkGFAEQdL2ep7 _K6iP18svzytXy4 5-0-0 1-6-0 5-0-0 3 2x4 = 5-0-0 4 5-0-0 Scale = 1:13.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0* BCDL 10.0* SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.59 BC 0.22 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.03 2-4 >999 240 Vert(TL) -0.06 2-4 >866 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb/size) 3= 168/Mechanical, 2= 453/0 -8-0 (min. 0 -1-8), 4= 45/Mechanical Max Horz 2= 224(LC 3) Max Uplift3=- 170(LC 4), 2=- 497(LC 3) Max Grav3= 168(LC 1), 2= 453(LC 1), 4 =90(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 Ib uplift at joint 3 and 497 Ib uplift at joint 2. LOAD CASE(S) Standard JUL 2 8 2011 a:pretend®a 9cartum CONBIJLTNG WORM PA CML / ST*ICRIRAL PLC 22248 . F.A @x@8512 TAO en nth =pace Mort FLORIDA f9D6 18- essi *WO MX. (800214.20 4 Job Truss Truss Type Qty Ply 6 -3-11 J7 MONO TRUSS 5 1 Job Reference (optional) oyal Truss Corporation, Hialeah Gardens, FI. 33016 • -1-6 -0 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:09 2011 Page 1 ID tcNzgtPFO9SQtMrps8Um_ cz5iGS- cJozsDSAEKc8pDVKkGFAEQdPZeIU _K6iPI8srcytXy 7-0-0 1-6-0 7-0-0 Scale = 1:16.8 2x4 = 7-0-0 7-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0, BCDL 10.0. SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.36 - BC 0.45 WB 0.00 (Matrix) DEFL in (Ioc) Udefl L/d Vert(LL) -0.11 2-4 >722 240 Vert(TL) -0.27 2-4 >289 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 269/Mechanical, 2= 552/0 -8-0 (min. 0 -1-8), 4= 65/Mechanical Max Horz 2=277(LC 3) Max UpIift3=- 256(LC 4), 2=- 527(LC 3) Max Grav3= 269(LC 1), 2= 552(LC 1), 4= 130(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 Ib uplift at joint 3 and 527 Ib uplift at joint 2. LOAD CASE(S) Standard JUL 2 8 2011' arfilando Ocrearun COAI8tIL1'NC+ BO ER6, PA CIVIL l61011 TURAL • P. :no . E8, m osso 1&O Olt 39Ih WAG!! run, RAMA.WO IL- MO/ 3/447 PAW (I011)262•2014 Job Truss Truss Type 6-3-11 M1 MONO TRUSS Royal Truss Corporation, Hialeah Gardens, FI. 33016 -1-6 -0 1-6-0 Qty 3 Ply 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:10 2011 Page 1 ID: tcNzgtPFO9SOMrpsBUm_ czSiGS- 4WML3ZTo ?dl_RN3WIzmPndAWol4pjl EseyuQRPytXy3 4-2 -14 7-8-0 4-2 -14 1 3-5-2 2x4 II 2x4 = 7-8-0 6 3x4 = 7-8-0 Scale = 1:18.5 0 a N LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0„ BCDL 10.0, SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.59 BC 0.57 WB 0.14 (Matrix) DEFL in (loc) Udefl Vert(LL) -0.16 2-6 >539 Vert(TL) -0.40 2-6 >216 Horz(TL) 0.01 6 n/a Ud 240 180 n/a PLATES GRIP MT20 244/190 Weight: 35 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (Ib /size) 2= 586/0 -8-0 (min. 0 -1-8), 6= 410/0 -3-0 (min. 0-1-8) Max Horz 2= 317(LC 3) Max Uplift2=- 528(LC 3), 6=- 294(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 524/287 BOT CHORD 2-6=- 423/431 WEBS 3-6 =- 462/454 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; - Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 Ib uplift at joint 6. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Exp C; enclosed; C -C other live loads. 528 Ib uplift at joint 2 and LOAD CASE(S) Standard JUL 2 8 2011 nazi, coo ovo. gormian 0245111.7•4 EtrCilt SERB, PA CM. / 5T5JC1%Yr AL • PLr.22245 ED. 0008512 1&0 6Il 3th 1EIptACE t1M14 PUMA WA lice OM mars PAX* q0107■7464 Job Truss Truss Type Qty Ply 6-3-11 T1 COMMON 1 1 Job Reference (optional) oyal Truss Corporation, Hialeah Gardens, FI. 33016 -1-6 -0 5-7 -10 1-6-0 5-7 -10 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 2813:08:11 2011 Page 1 I D:tcNzgtPF09SQtM rps8U m_ cz5iGS- YiwjHVUQmxtr3XejrhHeJrihERRASBe ?scdzzrytXye 10-5 -8 15-3 -6 20 -11-0 22 -5-0 5-7 -10 4-9-14 4-9-14 1-6-0 4x6 Scale = 1:40.5 3x6 = 7 -2 -15 3x4 = 3x4 = 7 -2 -15 3x4 = 13-8 -1 6-5-3 3x6 = 20-11-0 7 -2 -15 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.Q BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.61 BC 0.50 WB 0.19 (Matrix) DEFL in (Ioc) 1/defl Vert(LL) 0.16 8-10 >999 Vert(TL) - 0.30 8-10 >817 Horz(TL) 0.08 6 n/a L/d 240 180 n/a PLATES GRIP MT20 244/190 Weight: 89 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 2= 1283/0 -8-0 (min. 0- 1 -13), 6= 1283/0-8 -0 (min. 0 -1 -13) Max Horz 2 =54(LC 3) Max Uplift2=- 896(LC 3), 6=- 896(LC 4) FORCES (Ib) - TOP CHORD BOT CHORD WEBS Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 2- 3=- 2504/1275, 3-4 =- 2182/1147, 45=- 2182/1147, 5-6 =- 2504/1274 2- 10=- 1033/2283, 9-10 =- 655/1600, 8-9 =- 655/1600, 6-8 =- 1086/2283 4-8=-279/632, 5-8 =- 446/358, 4-10 =- 279/632, 3-10 =- 466/359 Structural wood sheathing directly applied or 3-5-11 oc purlins. Rigid ceiling directly applied or 5-7 -2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 896 Ib uplift at joint 2 and 896 Ib uplift at joint 6. LOAD CASE(S) Standard JUL 282011 @rumb® am ear COMA LrwG BO EER% PA GML/S. • P. 2248 . E.. t7tJID58I2 TAO b 13th IMAGE 1'IMl, H,oRIDA.336b TB.• l 2*24 FM- t'3w)3144c 4 Job Truss Truss Type Qty Ply 6-3-11 T1A COMMON 1 1 Job Reference (optional) oyal Truss Corporation, Hialeah Gardens, FI. 33016 -1-6 -0 1-6-0 5-7 -10 5-7 -10 10-5 -8 49-14 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 2813:08:12 2011 Page 1 - ID:tcNzgtPFO9SQtMrps8Um_cz5iGS o uU6UFU2XF? iggDvPOols2FgRrlhBdY95GNUWHytxyl 15-3 -6 20-11-0 22-5-0 5-7 -10 4x6 = 4-9-14 1-6-0 Scale = 1:40.5 7 -2 -15 7 -2 -15 1 13-8 -1 6-5-3 20-11-0 7 -2 -15 Plate Offsets (X,Y): [2:0- 3- 14,0 -1-8], [6:0 -3- 14,0 -1-8] LOADING (psf) TCLL 30.0 TCDL 15.0. BC LL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.71 BC 0.61 WB 0.21 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.18 8-10 >999 Vert(TL) -0.32 8-10 >751 Horz(TL) 0.09 6 n/a Ltd 240 180 n/a PLATES GRIP MT20 244/190 Weight: 89 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP Nob.3 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 2= 1412/0 -8-0 (min. 0- 1 -15), 6= 1346/0 -8-0 (min. 0 -1 -14) Max Horz 2=77(LC 3) Max Uplift2=- 966(LC 3), 6=-932(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2792/1425, 3-4 =- 2418/1284, 4-12 =- 2294/1254, 5-12 =- 2367/1238, 5-6 =- 2693/1382 2 -10- 1187/2543, 9-10 =- 749/1766, 8-9 =- 749/1766, 6-8 =- 1188/2461 4-8- 284/640, 5-8 =- 456/365, 4-10=- 325/704, 3-10 =- 514/402 BOT CHORD WEBS Structural wood sheathing directly applied or 3-2 -10 oc purlins. Rigid ceiling directly applied or 5-3-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 966 Ib uplift at joint 2 and 932 Ib uplift at joint 6. 5) Girder carries tie-in span(s): 3-2-0 from 0-0-0 to 14-0 -0 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 11 = -90, 4-11=-104(B=-14), 4- 12=- 104(B = -14), 7- 12 = -90, 2 -6 = -20 L&,k (f3). JUL 2 8 2011 outlan ° um OC§XMOD CGNIIILTNG F]aR4^ER), PA CML / 5TRIC IRAI. Ph 22245 . ED. @>OIN TAO OIL 3101111NRC! PI" ROMA no ill.- Mel zoos FAX. (3119)1144014 .. y Job Truss Truss Type Qty Ply 6 -3-11 V11 QUEENPOST 1 1 Job Reference (optional) oyal Truss Corporation, Hialeah Gardens, FI. 33016 5-6-1 5-6-1 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 2813:08:14 2011 Page 1 ID: tcNzgtPFO9SQtMrps8Um_cz5iGSzHlx vw WJ2sFQw NIXpgLxTKGVfYyfZgRYasdaAytXy? 9-2-8 11 -9-0 12 -1 1 -1 3-8-7 4x4 = 2-6-8 Scale = 1:202 IP, � A. A. � ..... . VW,/ AL 3x4 5-6-1 5-6-1 2x4 I I 9-2-8 3-8-7 6 2x4 II 11 -9-0 52x411 2-6-8 0 -1; LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.32 BC 0.17 WB 0.11 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 43 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 11 -9-0. (Ib) - Max Horz 1= 157(LC 3) Max Uplift All uplift 100 Ib or Tess at joint(s) 1, 5 except 6=- 140(LC 3), 7=- 344(LC 3) Max Gray All reactions 250 lb or less at joint(s) 1, 5 except 6= 295(LC 1), 7= 555(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6 =- 252/185, 2- 7=- 429/360 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5 except (jt =lb) 6 =140, 7 =344. LOAD CASE(S) Standard 'JUL 2 8 2011 suallamoilao an. Own= CatAILTP+Ys Pratliilft PA CML / 5T19JC1LI AL PLC 22249 E. MOM 7110 EJl Seth MIRAGE p R AMA)!08 1t9.- (30!) atii-Na FAX- WO 3634014 15 Job 6-3-11 Truss V7 Truss Type KINGPOST Royal Truss Corporation, Hialeah Gardens, FI. 33016 5-2-8 Qty Ply 1 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Thu Jul 28 13:08:12 2011 Page 1 ID: tcNzgtPFO9SQtMrps8Um_ cz5iGS-0 uU6UFU2XF ?iggDVPOots2FvGrsuBin95GNW VHYtXy1 7 -9-0 5-2-8 4.00 12 4x6 = 2-6-8 Scale = 1:14.8 3 2x4 II ��������������� .I.I.1�t1.1.1.21�.1.I.,.A0 ����P2101.1.1.210P2P.1.1.1.41.14010 :02P1.1.1 ■ 2x4 5-2-8 5 2x4 II 7 -9-0 4 2x4 II 5-2-8 2-6-8 LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.00 TCDL .15.0 Lumber Increase 1.33 BCLL 0.0. Rep Stress Incr YES BCDL 10.0 Code FBC2007/TPI2002 CSI TC 0.40 BC 0.15 WB 0.07 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 25 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 7 -9-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 229)7 -9-0 (min. 0 -1-8), 4= 117/7 -9-0 (min. 0 -1-8), 5= 392/7 -9-0 (min. 0-1-8) Max Horz 1 =53(LC 3) Max Upliftl=- 141(LC 3), 4= -93(LC 3), 5=- 186(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. WEBS 2-5 =- 302/230 NOTES 1), Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Ib uplift at joint 1, 93 Ib uplift at joint 4 and 186 Ib uplift at joint 5. LOAD CASE(S) Standard 'JUL 2 8 2011 oakaicdo a 4oara CCNINLTNG IIWASERS, PA CIVIL. / STRICIURN. P 22348 . ES. 110052 late 611 YOth IMAC017A'1, PUMA 3365 11.• (805/ 21124t4 FAX. 0010214-VA4 Job 6-3-11 Truss V9 Truss Type HOWE Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, Ft. 33016 7.250 s Mar 23 2011 MITek Industries, Inc. Thu Jul 28 13:08:13 2011 Page 1 I D: tcNzgtPFO9SQtMrps8Um_cz5iGS -U51 UhbVhKY7 ZIg05z6J6PGo8DFDow6p9Kw642kytXyC 4-6-1 7 -2-8 9-9-0 9 0,15 4-6-1 I 2-8-7 I 2-6-8 0-1-15 Scale = 1:18.3 4x4 = 3 • 4.00 Fl 2 PR 2x4 1I 2x4 II 4• : 2 W ' 1 0 1 r 7 6 5 2x4 ' 2x4 I I 2x4 I I 2x4 I 4-6-1 7 -2-8 9-9-0 9-10,15 I I 4-6-1 2-8-7 2-6-8 0- -15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.19. Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0, Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 34 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 9-9-0. (Ib) - Max Horz 1= 106(LC 3) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 7 =- 266(LC 3), 6=- 101(LC 3) Max Gray All reactions 250 Ib or less at joint(s) 1, 5, 6 except 7= 426(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2- 7=- 328/276 NOTES • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 5 except (jt =lb) 7 =266, 6 =101. JUL 2 8 2011 LOAD CASE(S) Standard ovilancrodo an, guava= CO MILTWG WARM, PA CIVIL / 51141CIIPAL . F'i. 73A49 . E. Ott I2 • . . VS tilt nth TEMA= MI, FLORIDA 3355 10.- (C) 7*143 6 PAX. (3010634014 ti Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to comerjack/Hip girder Dear Eddie, As you rsquez;ted, I investigation the ccrinectiort r.eq,..lirements tor. open.!endad jacks In a --cornir4 biased on the following paiimaters: 2' - 0" 0.p, GrV11,. Ljaci: 30 + 15. + 0 +10 PSF Wind Load: 1 46 MPH, Components and Cladding loads, ASCE 7-0a per PBC 20077 Occupancy, categoryilexposure c, 25 ft-above,ground,.10 PSF dead load. Lumber. 2x4 No. 2 SYR minimum to end:bottom chord (no webs) Pitch: 2:12 to 5:12 , 16d Toe-Nall.capl, = 154 * .83 *1.77•1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction. ;+Mark 1 Span 1 Gravity J1 1' - 0" 4'5# • 31- Oh' 135# J5 - 0" 225# • • Bottom Chord-Reaction Top Chord-1--r--.4. Conne..ctir.,,n Lonnectic..,r, 10# (2), 16d -Toe-nalls Toe-naiis j (2) led (2)7 18c1 Toe-flails Toa.naiIs (3), 1 aciT-, (2). 1Sd •Toz--r,aits (2), 16d Toe-nails if you have any questions regarding this matter, please do not hesitate to call. Sincerely, ' JUL 28 2011 Il■11...:i A121111111111111 rr-,11•■■•• .r.IAN .ISrs. i— .0..I — • rl'EMM\ Supporting Truss Continuous Bracing @ 24" o.c. in areas without plyw. sheathing Partial Roof Layout 12 pilch Valley Trusses @ 24" o.c. • • Design Loads: 30 + 15.+ 0.+ 10 PSF, 33% DOL. Wald Speed 146 ° MPH, 10 PSF Dead load :::: <Lumber:2x4 No. 2 ND SYP min. chords --2x4 No: 3 SYP min. webs Valley Trams 'i ©-41 o c (see ) Suppoctrng trusses @ 24" ac. - • w a d c i � a °s�,ttio tru a �jr'.� 2-• d :; a: {�e•tci jai .�.l, or.beire&cu QOm --7,:::;ofiralley truss' • `,•��(a��. cxsti:.bractrhg on `'attls over 64, 31': to verticals w/ 2,10d nails. Bracing must be tied to a fixed point at ends. (b) Max. spacing for vertical sinds is 6' - 0 ". (c) Conn. for uplift with min. 1-1/4' 16 ga twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-05 FBC 2007) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. 'JUL 2 8 2011 =MILTING CIVIL l 11, 2248 Ea. ' Q WO lig nit MOMMN",N.ORDA --.J 11.. ( J 262420 FAX. tMINUNION FaepLL Ait ANational Evaluation Service, Inc. I 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 220413401 5203 Leesburg Pike, Suite 600, Falis Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.org Fax: 703/931 -8505 Phone: 703 /931 -2187 www.nateval.org Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL ATIONAL EVALUATION REPORT Report No NER -510 ' Regssued ,May 1, 2003 DIVISION .06. -WOOD AND, PLASTICS Section 06090 —Wood and Plastic Fastenings. REPORT HOLDER: ' EVALUATION SUBJECT: UNITED STEEL PRODUCTS' COMPANY LISP LUMBER CONNECTORS 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 1nfoaUSPconnectors.com www.USPconnectors.com Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NESspecificalljl does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 2 of 10 National Evaluation Report No. NER -510 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models RIPTIO. STLATI NTIFICATI EVfDENCE SUBMI1 CONDITIONS OF U Re- Issued May 1, 2003 ack to the NES home page 3.1.1 Butterfly Hanger. CLPBF-Series: The Butterfly . hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting .<;woadamember., It is die formed .from No ;18vgauge .gaivaniged steel Refer to Table 1._forconnector dimensions #astener?achedules•and allowable ldads. 31:2: Rafter Clip and Stud :Plate ,'HCR-RS.Series The rafterclipand stud plate, :fabricated' from No 18 gauge galvanized ;steel.;,eav :irregular: shaped connectors ,: that connect-the .top, and •bottom. plates. tosstud.:mernbers.-Referto Table 2 for fastener schedules and allowable Toads: 11.3 ;frurricane Anchors:..HGPL_,Seriest iThe >.I-lurric e• anchor is a. anchor: that connectsrafter, rnember. toth iqubie :top°plateortostud:mermibers: The anohors.are die formed from No.1D,gauge galvanized steel:.Referto Table 3 for anchor dimensions, fastener schedules and.allowable loads. 3414F.Truas Tie: Down; Strap. (True T. )xHDP ?;Sues :Thetruss'tie'-down strap isa`1.3 /4 inch -wide strap that. isU - shaped 'wjttt•1S;inch- long tested ends. The strap ;.straddles the top chord of a truss and:connects to :the.doubletop plate. The strap is die formed from .No. .18 gauge galvanized, .steel: :Refer =to,Tables 4-forconnector dimensions; fastener schedules and allatarabienloac '.;3.1.5:;Girder,Truss Strap /Hold -Dowry PRSefies: The•'girdetti uss strap `is an 1. - shaped connector that resists tensionffrces'only. The connector is used:. with an ;ASTM A1011 steel washer, measuring 3+by -3 by 1/4 inches that has a long- slot hole, and a 1h- inch - diameter bolt. The strap .is rnanufactured.from 14 gauge steel RefertaTable 5,for strap /hold -down dimensions, fastener schedules -and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable Toads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test load that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction, based on wood with a specific gravity of 0.55. Page 3 of 10 National Evaluation Report No. NER -510 The connected wood member shall be designed for the design Toads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, CM, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.2_. Wood; Lumber shall be nominal :dirnension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 percent or less. .3.3.3. Fasteners : >: Nails shall be. common; wire` nails: having "a minimum.' bending. yield,strength Fyb of 90,000: psi. Common wire milt, conforn to.the nominal sizes specified in Federal Specification FF-N-1 05B..:Bolts have a minirnum -:specifiedinEederal,Specification.FF,4,1405Siaolts have a,mininiirntbending yield strength, Fyb, of 45,000 psi. 4.0 ,' : INSTALLATION 4.1 General USP lmber;Connectors shall:; beeiniledVtn:acoordance with. therianufacturer'sc.:: ..published -installation.: instructions.. -They; manufacturer 's -'published., installation' instructions; and; this report -•shall bestrictly adhered to .and a4copy "of these instructions shall be available at all times on the the:joIxeitetAtiring installation.. The inatructions..within ;this report_tgovsm, tf.. there •.are,any tanflidts= between the. ama €,acfurer''sspublished installation° nsiructions.,and.:this repor . ' 4.2 Design t7 hack to the NES home page 4 Tebular load capacttis are based on wood withaminimum specifiOgravityof °0.55 anda.moisture content Tess than =19 percent '±T„abuiatedellovuabledesign loads are for loads, of :normal:: duration._ Adjustments to ttwsevalues shall be permitted for other durations of loading, i.e._ plus 15 , percent'; for' two= months' duration (snow), or plus; 33 percent for wind or. seismic., Tabulated, allowable design loads shall be reduced 10 percent for design load-durations longer than'10=years. The resulting allowable.design load afteradjustment shall not exceed the maximum design load shown in the. tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated Page 4 of 10 National Evaluation Report No. NER -510 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, . the 1997 Uniform Building Coder"", and the 1998 International One and Two Family Dwelling. Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by ,:ths.cads:dffcialiehali :be submittedetthetime of: permit. application. 7 .2 Connectorloadsare. d.. eterminedirr accordancewiththeapplicableCode The allowable.) cads shall not e-xceedAhose shown in the tables of -this report: .;- Loads-in•the tables are predicated,on.,theuse of fasteners indicated in the ,tables;.. -wood with a minimum specific gravity-ot 0:55. and'l.umber moisture content'less than 19 percent TheecePeofthie.Evaluation : Report islimited to use of these connectors with Iufl ber;thathas, not been pressure treated with _chemicals such as those for fire-.retardant. treatment arid preservative - treatment 3 K6A1jowable;loads in the- attachedetal leserefonconnectoreOnly, AII'frarhing`' membersishall be designed in'ac[ordanae:viiith:the- requirements of their.'' ack to the NES home page appropriate;: design specifications as•referenc ed in theepplicable Conte Loads designated as "normal:): loadstiere!,.permttted:ito befincreaspd for du ration..of.ioad in accordana the,'1;997>,AFPA- National -Doeign.? pec fication® for Wood onstt :ction.up. to: e::allowablelabulated for 115% . 125 %, 133% arid 160%.' Calculations are to be submitted ;at timelof- permit application ::The individual 4.performing such : calculations 'shall .'.possessi rthe: necessary ,credentials .,regarding competency and ,qualifications >asr ;equjredrby the applicable Code and, the professional; registration laws of..the state:where�the construction is undertaken. 7.6 This report is subject to periodic re-examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: the bottom of each table for applicable footnotes.) 1. Design Toads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF -N -1058. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the International Building Code, uplift Toads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. Page 5 of 10 National Evaluation Report No. NER -510 • Table 1 —CLPBF Series Joist Sirs Stock No. Steel Ga, Dimensions (In.) Fastener Schedule Allowable Loads (Lbs.) W H 0 Header Joist 100% 115% 125% Uplift 133% 160% 2x4 CLPBF 18 • 1.9118 2-1/2 2 -1/2 (12)6d (3)6d 900 950 950 300 360 (12)6d (6)6d 900 950 950 600 720 (12) 8d (3)8d 950 850 950 380 460 (12)8d (6)8d 950 950 950 710 855 Notes: 1, 2, 3, 4, 5,6 Values based on 1-1/2" thickness. Figure 1- CLPBF Butterfly Hanger Page 6 of 10 National Evaluation Report No. NER -510 Table 2 — HCPRS Series Notes: 1, 2, 4, 5,6 Figure 2 —, HCPRS Hurricane /Seismic Anchors Dimensions (In.) Fastener Schedule Allowable Loads (tbs.) Stock Steel Ups No Ga 1N1 W2 H Stud Plate 193% 160% HCPRS3 18 2 -9116 6-114 5-114 (6) 8d (6) 8d 540 540 (6)10d (6) 10d 540 540 HCPRS4 18. 3-9/16 7. 114 5-1/4 (6) 8d (6) 8d 540 540 (6) 10d (6) 10d 540 540 Notes: 1, 2, 4, 5,6 Figure 2 —, HCPRS Hurricane /Seismic Anchors Page 7 of 10 National Evaluation Report No. NER -510 • Table 3 — HCPL Series Stock No. Steel Ga. Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) W N Rafter Plate Stud P1 P2 UPDf1 133% 16D% 133% 16D% 133% 160% HCPLL 20 1.112 6 (4)6d (4)6d (4)6d• 145 145 95 95 400 480 (4)8d (4)8d (4)8d* 145 145 95 95 510 520_ HCPLR 20 1 -112 6 (4)6d (4)6d (4)6d• 145 145 95 95 400 480 (4)84 (4)8d (4)8d• 145 145 95 95 510 520 otes:1, 2, 6,8 'Apps to stud application. Figure 3 — HCPL 'Hurricane /Seismic Anchors HCPL(L) shown (HCPL(R) opposite bend) Page 8 of 10 National Evaluation Report No. NER -510 • Table 4 — HDPT Truss Tie Down Strap Series Fastener Size - Altemate Fastening Schedule - Al lowable Uplift toads Loads (Lbs.) Total Plumbs of Fasteners 2 Allowable Loads (Lbs.) 6 Stock Steel 12 Fastener PI Size No. Ga Description Schedule 133% 160% 2x HDPT2 18 Single True Tie (4)104 450 450 (2) 2x HDPTD 18 Double True Tie (4)10d 450 450 Fastener Size - Altemate Fastening Schedule - Al lowable Uplift toads Loads (Lbs.) Total Plumbs of Fasteners 2 4 6 8 10 12 133% 180% .133% 160% 133% 160% 133% 160% 133 % 160% 133% 160% 8d 220. .265: 440 _530: 660. 790 880 1055 1100' 1320 1320 1585 ' 10d 265 .320' 535. 640 ;.'800 980 1065 1280 1335 1600 1600 1920 lSd 320 385 640 770 960 1150 1280 1540 1000 1915 1915 2300 otes:1,2,6,9 Figure 4 — HDPT :Truss :Tie Down Straps (True Tie) Page 9 of 10 National Evaluation Report No. NER -510 Table 5 — SGP Series Notes: 1, 2, 5, 8,7 Figure 6— SGP Tension lie Steel Gauge Dimon ens (In.) Fastener Schedule Allowable Loads (Lbs.) Stock Anchor Uplift No. Strap Plate W D L CL Bolt Strap 433% 160% SGP2 14 1/4 1.518 4 1 8.114 1-1/2 (1)12' (14)10d 1455 1455 (14)16d 1455 1455 Notes: 1, 2, 5, 8,7 Figure 6— SGP Tension lie Page 10 of 10 National Evaluation Report No. NER -510 • Table 6 — HUS Series 1 A 16d nail is 31/2 Inches long and 0.162 Metres kr diameter. 2 The 16d nails driven Into the joist shell be installed at 30 to 45 degrees horizontally toward the header. 3 Uplift loads Include a 33.1/3% or 60% Increase for wind or se)srnloload conditions. No further Increase shall be permltted. Figure 6 Stock Number Steel Ga. Hanger Dimensions Fastener Schedule" Allowable Loads (lbs.) W H D Header Joist Fe = 460 psi Fu = 625 psi F. = 675 psi Up ift (in.) (in.) (In.) GO Type Qty Type 100% 115% 125% 100% 115% 125% 100% 115% 125% 133% 160% HUS26 HUS28 16. 1.5/8 5 7/16 3 14 16d 6 16d 2590 2975 3080 2590 2975 3235 2590 2975 3235 1925 1925 tHUS210 16 16 1 5/8 7 3/16 3 22 16d 8 16d 3145 3310 3415 3890 4050 4160 3900 4275 4346 2570 2570 1 5/8 9 3/16 3 30 16d 10 164 3415 3515 3750 4180 4360 4495 4385 4585 4720 3205 3205 HUS175 ,HUS177 16 16 1 13/18 511/32 ° 3 . 14 'ied 6 :;- 16d. 2590 2975 3235 2590 2975 32°x5 2590 2975 3235 1926 1925 HUS179 16 1 13/16 7 3/32 3 22 16d 6 • .6d 3490 3655 3760 3900 4345 ;4345 3900 4345 4345 2570 2570 1 13/16 9 3/32 3` 30' 16d 10' 16d 3760 3960 4095 4625 ,4830 4965 4890 5090 6225 3205 3205 ForSI: fl inch =264 mm. 1 list aQhahr „ter =a as 145.6 1 A 16d nail is 31/2 Inches long and 0.162 Metres kr diameter. 2 The 16d nails driven Into the joist shell be installed at 30 to 45 degrees horizontally toward the header. 3 Uplift loads Include a 33.1/3% or 60% Increase for wind or se)srnloload conditions. No further Increase shall be permltted. Figure 6 MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 Southcross Drive # 200. Burnsville, MN 55306 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 „AM .may immediately revoke, modify, or suspend the use of such product or material within their junsdiction..B.CPRC 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: JL, JUS, SBH &.HJC Joist Hangers. APPROVAL DOCUMENT: Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Company, sheets 1 and 2- of2,. dated :02/07 /07, with no revisions, signed:and sealed by Robert W. Lutz, 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 or MDCPCA ", 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- 0601.03 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0214.20 Expiration Date: June 04, 2011 Approval Date; May 31, 2007 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Co., sheets 1 and 2 of 2, dated 02/07/07, with no revisions, signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors.perASTMVI D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. 06 -6047 JUS24 Upward:& Down 10/09/06 2. 06 -6048 JUS26 Upward & Down 10/12/06 3. 06 -6049 JUS28 Upward -&Down 10/17/06 4. 06 -6050 JUS210 Upward & Down 10/20/06 5. 06 -6062 JL24 Upward & Down 10/30/06 6. 06 -6063 JL26 Upward -& Down 11/01/06 7. 06 -6064 JL28 Upward & Down 11/03/06 8. 06 -6065 JL210 Upward &.Down 11/06/06 9. 06 -6066 SKH26 Upward. & Down 11/13/06 10. 06 -6067 HJC26 Upward & Down 11/22/06 ' .11. 06 -6068 HJC28 Upward :& Down 12/01/06 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by United Steel Products Co., signed and sealed by Robert W. Lutz, P.E. D STATEMENTS 1. No Financial Interest Letter issued by. United Steel Products .Co., dated January 26, 2007, signed by Robert W. Lutz, Y.E. 2. Letter of Code Compliance issued byUnited.Steel Products Co., dated January 26, 2007, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, F.E. 4. Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST . DOWN UPLIFT (1607.) . . JOIST HJC26 12 5 7/8 3 5/8 3 1/41 3/4(16) 16d (12) 10d 2020 1975 HJC28 12 5 7/8 6 3/4 3 1/41 3/4(20) 16d (14) 10d 3220 2010 1. PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS. 3. ALLOWABLE DOWN LOAD LISTED IS AT 100% DURATION OF LOAD.- TYPICAL HJC INSTALLATION GENERAL NOTES' • L STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, UA.N AND A MINIMUM GALVANIZED COATING OF G-90. 2. FASTENERS ARE COMMON WIRE NAILS INLESS OTHERWISE NOTED. 3. ALLOWABLE U UFT LOADS HAVE BEEN INCREASED B. A SHORT TERM DURATION FACTOR OF 607 FOR WIND LOAD CONDITB3J. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DLRATI0N FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN ACCORDANCE WITH ASTM D176L 6. LUMBER SPECIES IS SOUTHERN PINE. PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (1607.) JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) 10d (2) 10d 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 S4) 10d (4) lOd 990 1040 JUS28 18 1 9/16 6 11/16 1 3/4 1 (6) 10d (4) 10d 1240 1160 JUS210 18 1 9/16 7 13/16 1 3/4 1 (8) 10d (4) 10d 1490 1115 1. Specified Joist nails shall be Installed at 30 to 45 degrees horizontally that they penetrate -through the end of the Joist and Into the header.. 2. Minimum header thickness shall be 1 3/4 Inches for 1Qd naRlis. 3. Allowable DOWN load listed Is at 100% Duration of load. 4. Uplift Load listed as N/A had uplift capacity less tflan the required 700 pounds, TYPICAL JUS INSTALLATION JUS PF:°3f UCT WAIVED Cf:MatirSt WW1 the Mae Cat,' 6-Vs:VOX re ,: sc 0la/►:r , It -i ce n+igyg $ UNITED STEEL PRODUCTS COMPANY 703 Rl7GERS DRIVE, .MIINTGOMERY, MN. 56069 PHONE (so7) 364 -7333 NAME' . FACE MOUNT JOIST HANGER DATE: - D2/07107 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET' 1 OF 2. DRAWING # MD0207 MDADE PRODUCT CODE GAUGE DIMENSION FASTENERS FASTENERS ALLOWABLE LOADS ALLOWABLE LOADS W H D A HEADER JOIST . JOIST DOWN UPLIFT (1607.) UPLIFT (160%) SKH26 16 1 9/16 5 1/4 1 7/81 3/16. (6) 16d (6) 10d x 1 1/2 900 870 1. Miter cut required on end of joist to achieve allowable loads. 2. Minimum header thickness shalt be 2 inches for 16d nails. 3. Allowable DOWN load listed is at 100% Duration of load. 4. SKH26 Is skewed Right and Left TYPICAL S10 .126L INSTALLATION GENERAL NOTES' 1. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, VAN AND A MINIMUM GALVANIZED COATING OF 13-90. a FASTENERS ARE COMMON VIRE NAILS I?L.ESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED H. A SHORT TERM DURATION FACTOR OF 60Z FOR WIND LOAD CONDITUW. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED IN THE NATIONAL DESIGN SPECIFICATMNS FOR WOODS CONSTRUCTION 2001 ED1TDNI IN ACCORDANCE WITH AVM D1761. 6. LUMBER SPECIES IS SOUTHERN PINE. PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER . JOIST DOWN UPLIFT (160%) JL24 20 1 9/16 3 1 1/2 15/16 (4) 10d (2) 8d x 1 1/2 490 N/A JL26 20 1 9/16 4 3/4 1 1/2 15/16 (6) 10d (4) 8d x 1 1/2 740 700 JL28 20 1 9/16 6 3/8 1 1/2 15/16 (10) 10d (6) ad x 1 1/? 1P30 940 JL210 20 1 9/16 8 1/4 1 1/2 15/16 (14) iOd' (8) 801 x 1 1/2 1720 1170 1. Minimum header thickness shall be 1 3/4 Inches for 10d nails and 2 Inches for 16d nails, 2. Allowable DOWN toad listed is at 100% Duration of load. 3. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. TYPICAL JL26 -2 INSTALLATION .126 -2 PROW= REM= es 'Apo:OA-I:wills Ow Met 8srATcr CoCe Aetv.vs2 -z. I' i _ 9" 1' zi.xk Th^ rleiZeTk .<_reiiTh t1s 9?; :13iUrr 11 UNITED STEEL PRODUCTS COMPANY 703 RUGERS DRIVE, MONTGOMERY, MN, 56069 PHONE (507) 364 -7333 NAMES FACE MOUNT JOIST HANGER DATE' 02/07/07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEETI 2 OF 2 DRAWING # r MD0207 MDADE This safety alert symbol. Is used. to attract your attention! PERSONAL SAFETY IS INVOLVED.' When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION Identifies' safe operating practices or indicates unsafe conditions that could result In personal injury or damage to structures.;.' HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and properly. The installer must exercise the same high degree of safety, awareness as . with any other structural material. TPI does not intend these: recommendations .to „c be Interpreted as superiorto the projectArchitect'•sor Engineer's design specification for handling, installing and bracingwood trusses for aparticufar roof orfloor .These recommendations are based upon the collective experience . of leading technical,. CAUTION' The builder, building contra .contractor, .erector or erection` contractor wised to obtaln and read the entire bookllet!;C,t mentary and Recommendations for Handlftg ':stalling &,..Bracing Metal, Plate - Connected W Trusses, E iB -g1° from the-,Truas :Plates DANGER: ,`A DANGER designates a. condition where fa Mire to follow Instructions or heed warn - ing wI F most likely result In serious personal injury or death or damage tostructures: WARNING 'A WARNING describes a condition., where failure to follow Instructions could result in severe"personal Injuryor:darriage to structures. TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss Industry, but must, duetothe nature of responsibilities Involved, be presented as aguide for the use of a qualified building designer or Installer. Thus, theTrgss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations .and. Information contained. herein by building designers; Installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not ba; reproduced in;any form without written permission of the publisher. Printed in.the United States of America. N: At to orary.Pracing'shouid be no less �� ti��� lumber� A.tl carzt�ecttcrts .7r Atiii40,..0 2 -16d .nails ;:Ail ssum+ed ro = oarster orless Ail rnultl -ply sikil uld connec;te lw ogetjtet In'accor • e igr fl a ► ri p itistaileti ©ri.. 8' -10' 8'-10' Trusses stored horizontallyshould besup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Grasses sh:>auid+° .on.rough terra!; 'faces. wh h! : :cou arageto the truss.. AWARNING: Do not break banding until installs ton begins or lift bundled trusses by the bands.,. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do- rtot.store bundles upright unless properly braced xf DANGER 'Walking oh trusses which are lying flat is extremely dangerous.and should be strictly prohibited. WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line or less Approximately Ye truss length or less Approximately 1/2 truss length Truss spans less than 30'. • Spreader Se!./1111111___ le] I Toe In Spreader Bar Toe In Approximately Y2 to 1/2 truss len ! th Less than or equal to 60' 11111111111. ,,,AtorAhlrAILM-111-111 Toe In Toe In Tag Line Tag Line WARNING: Do not lift single trusses With spans greater than ao by the peak,.., MECHANICAL.' it4§tAttiOW Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing •is installed. Tag Line Strongback/ SpreaderBar Strongback/ SpreaderBar At or above, 4 ' mid-height ._..-..111aniftillardirganbil..-. 3' 4 truss length Tag Line Greater than. 60' Approximately to 1/2 truss length Greater than 60' • Less than or equal to 60' CAUTION: . ....,.:T!T,.P17 bracing „.- .,, qr r ui Th :0011riiiIm17r41411 ft0 Q *17,4ia‘nt)(,Ar- if*fd:17 01my**,p0ei#*NMPi Temporary . :;Trti*opSE419;1:1ii*pn*.gksys3 ttsp:.1j7tA dcAii004 .., i, 1,, i *$16ii GRouND,BRACf NG:31ILDENOJNI491 • .,, GROUND - ,,o. --.,_-S.... GB TopChord •,,...c.,s:—.,_-,:.,..:--;---,--.,...,, le • 4'%k7 rtruss of bracdd aruP9sfru2sI es .dbrce (613) Ground -brass.: / ,,..\...”) ,..., _.....--sertioal (G Bv ) /Top \\. Ground brace diagonals (GBD) 'yr Ground Brace Verticals GBy) Ground bp** ;:S. diagonals moor Note: 2nd flair system ohsli NW° adequate capacity to support ground braces. . • . 14(rues of bra ,HRFP"4"13,•. group of truest 1• End bpiao (EB) Strut (S•) Typical horizontal tie member with multiple stakes (HT) Frame 2 SCISSORS TRUSS I 12 4 or greater II:; i I 1 7 SPAN 1 ; (I i 1 .,,,.. MINIMUM :PITCH' , ,,...:.::, I 'Y i jI ,1 i °''LATERAL,BRACE SPACII4G CBS)" ; ,!x11:.,1 •i 'C TOP HORD SPAC NO (DB BRACE :111 [# trusses] SP /DF.. SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 _ 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Cara HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Acquired e • Tors thatare laterally braced can buckle •4ogetherand caueecollapae iitthere iano dlago. nal bracing. Diagonal bracing should be nailed to the underaide.of the top chord when puriina are attached to the topside of the top chord. MINIM1�Mi 1'• G TOP;CHORD it •DIAGONdL� EIME : PITCH ;.;; :, (.ATERALBRACE SRAC)Pt.(DB'S Ijl . .1 <<'. SPAN . DIFFERENCE SPACING(LI3g} , t "0111 1 trusses]'0 i,4 ° `SP /DF" `,;;SPF /HF••.! ,Upto28' 2.5 :7 17 , 12 Over 28' - 42' 3.0 6' 9 g •Over 42' - 60'' 3.0 5' ' 5 3 Over 60' See a.registered professional engineer, HF - Hem-Fir SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace - -� Required 10° or Greater Attachment Required rti j All lateral braces - lapped at least 2 trusses. Frame 3 Top chordathat are laterally braced can buckle togetherandcaueecoltapse I./there ianodiago. nog bracing. Diagonal bracing should be nailed to,tho underside of the top chord when purtina are attached to the topside of the top chord. .. I r r��h TOP O ` ' ,�(i HF - Hem-Fir SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace - -� Required 10° or Greater Attachment Required rti j All lateral braces - lapped at least 2 trusses. Frame 3 Top chordathat are laterally braced can buckle togetherandcaueecoltapse I./there ianodiago. nog bracing. Diagonal bracing should be nailed to,tho underside of the top chord when purtina are attached to the topside of the top chord. WEB MEMBER PLANE l p 4s so s 12 —I 4 or greater Battom..chord- diagonal,bracing- repeated,,;: at each end of the building and at same -. spacing(astop,chord- diagonal bracing;;: SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBs) - BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' -48' 4/12 _ 15' 10 7 Over 48' -60' 4/12 15' 6 4 Over 60' See a registered professional engineer r— Permanent Continuous lateral bracing as specified by the truss engineering. so i•,eQomm4.fdon; .+� - uvugias ru -t.arc HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. Frame 4 Cross bracing repeated at each end of the building and at 20' intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONALBRACE SPACING `(DB$)' (# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand caueecoliapae inhere lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required •0'0pQs) 30" or greater The end diagonal brace for cantilevered ;trusses must be placed on vertical webs in line with the support. .End diagonals stir ;essC;tp Stability 'and rh stbe dtrpii% ,' both ends ot the truss system �t�+ttri • t 4 =wki %' 4x2 PARALLEL CHORD TRUS.STOP CHORD 7:1 I 'Top chords that are laterally braced can buckle togetherand cause collapse tither° la nodiago- nal bracing. Diagonal bracing should be nailed • to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord' . . (.Lateral Brace' lequlred, 10" or. Greater Attachment Required ---' 1'6 End diagonals areesse(itial.fo stability and must be duplfcat' both ends of the truss system. Frame 5 >< 31/? Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH ' ' • ..'• • TOP CHORD ' . LATERAL BRACE ' SPACING(LBs)• TOFi.CHOFiliT'.!';':I.: DIAGONAL BRACE SPACING (DBs) . •. .. . [iSi trusses] ' SP/DF SPF/HF Up to 24' 3/12 9' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6 6 4 Over 54' __ See a registered professions engineer DF - Douglas r-Larch HF- Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir 12 —13 or greater d'• Diagonal brace also required on end verticals. yap chords that are laterally braced can buckle topetherandcausecollapaeilthere isnodiago- nal bracing. Diagonal bracing should herniated to the,underside at the top chord when purlina are attached to the topside of the top chord. •MONO TRUSS All lateral braces lapped at least 2 trusses. Continuous Top-Chord Lateral Brace Required PLUMB Truss Depth Dan) Maximum Misplacement Lesser of D/50 or 2" Plumb Line IIOVitthesejlecom endStlitirt Se ,0 TAWATION:70LERANCESP:' OUT-OF-PLUMB INSTALLATION TOLERANCES. I' 1 ...... , ...... ......... ..... 4... , .......... . .-. .................... ......._...._., BOW Length Lan) t Lesser of ±YX L/200 or r ik. WARNING: Do not cut trusses. ,-.... .:". L(n) ............................. L(In) L/200 L(tt) D/5�, 1/4" 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' OUT-OF-PLUMB INSTALLATION TOLERANCES. I' 1 ...... , ...... ......... ..... 4... , .......... . .-. .................... ......._...._., BOW Length Lan) t Lesser of ±YX L/200 or r ik. WARNING: Do not cut trusses. ,-.... .:". L(n) ............................. L(In) L/200 L(tt) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' t(in) t Lesser of L/200 01 2" Lan) L/200 L(fl) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. . DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame 6 MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminium Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELLNG: 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 i.se: by the mionrfactturer or its distributors and shall be available for inspection at the job site at the regae.t c,f the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel PCiez, -DADE COUNTY, FLORIDA 0-DADE FLAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 375 -2901 FAX (305) 372 -6339 www.miamidade- aov/bwidinacode N4 )A No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/I 6" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16• OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ? C'ONFIGURATLCNS. OX, XO, XOX 3 IIFSIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOACC DP, °E7 ON TESTED PRESSURE AND GLASS TABLE:: ASTM E 1300 -02. E. "OSITIV . DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% S fitiX'S INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS APE NOT REQUIRED. 6. FRAME AND PANE!. CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Q/. T. REFERENCES: TECT REPOPTS F-4858, FTL -4859 AND FTL -5330. e EL':O TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CUR•F.�EN•T-EgLiIOM II'IQL DING THE HIGH VELOCITY 0 HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST.... 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE . 8 -11 PRODUCT REVISED with the Florida Code. A.. .,cyNuG O" 5.09' Date "0 / By Miatu' ade Product on on Rend By F K. Osten 4/15/07 Revisions C ADD FTL -5330 TO NOTES 7 6 an NOTE 8 TO CURRENT EDIT. Row' ay. Dare• F.K. 10/17/06 Revaday tbate: F.K. 5/13/06 Drawn Ely Date. F.K. 2/28/06 Revkbes: 8 Revisions. A cneceeday J.J. CHANGE TO ASTM 6 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. Data. 3/23/06 1070 TECHNOLOGY DRIVE NOKOM IS, Fl 34275 P.O. 9OX 1529 NOK0 "1 4. FL 34274 >a�mm" GENERAL NOTES-' - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Rv. C Robart L. Clot R, P.E. PE #39712 Structural 1/2" NOM. GLASS BITE 4 (60,61,6) 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 63,64,65 1/2" NOM. GLASS BITE (52 t3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS C] EXTERIOR INTERIOR[ (ALL SECTIONS) 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER – – — 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16° OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 3/16" OR 1/4" AIR SPACE 118" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1.4:C1)1I<T REVISED a: comrl iag with du; Hondo O','I'l1L Cock: Acceptor. No okra; 04 Expiration Data (/ By Miw, Dade Product Div' ion Ravin! By F.K. Data: 4/15/07 Revisions. C NO CHANGE THIS SHEET Raved By: F.K. Donn. 10/17/06 Rerana: B NO CHANGE THIS SHEET Rowe Sy; F.K. Gate' 5/13/06 Revhlwre. A ADD AIR SPACE DIM. TO LAM! IG DETAILS Datm ay. aae: Cho* 4ay OM F.K. 2/28/06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 19X 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS Tee ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sono 14de1: SOINa• 9Maf Damn, W. H1.4710 FuJI 2 all 4127 -10 C Rctfert L. Clark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 84" 96" A,B,G,H A,B,G,H 106 3/8" A,B,G,H +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 48" 50 5/8" 54„ 60" 63" +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 +60.0 +58.8 +55.2 -60.0 -58.8 -55.2 +60.0 +56.2 +52.3 -60.0 -56.2 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH v'6" 66" 72" 74" GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" A,B,G,H A,B,G,H A,E,G,H A,B,G,H UP TO 74" r' Lj t F' I, J, K, L +75.0 I -75.0 +73.0 -75.0 +75.0 -15.0 +75.0 L -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +69.6 -69.6 +65.2 -65.2 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 _ +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 +75.0 -63.8 -75.0 GLASS TYPES: TEST REPOR1 FIL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 A. 3 :13" LAMI - (1/8" A, .09J 1 /8 "-A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5116" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI I0-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3 /16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3 /16 "HS) r: EVJSED a „ - :pub 1hr Fonda to Accciaucce o7-0815.o7 SX,1ratton llatc J i/ 13y Mi DI pa ton roduct Raved By F.K. Data: 4/15/07 Ro na: c ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 OPs Rem,By. F.K. Data' 10/17/06 6 REVISE OP TABLES TO ASTM E 1300-02 Road By. Date: F.K. 5/13/06 °mull a, Data. F.K. 2/28106 A Checked By: Data: J.J. 3/23/08 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. 90X 1529 NOKOMIS, FL 34274 Visibly Better DuS.Oliuo. DESIGN PRESSURES TBIe' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sora:an+ww HR710 NTS siwar 3 11 Drawing No 4127 -10 Raw C Robert L. Clark, P.E. PE 839712 Structural 27 3/8" F- MAX. DLO VENT 54 5/16" MAX. DLO FIXED l X 110" MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. DLO FIXED 57 3/8" MAX DLO ALL FIXER LITES %• • 0 33 9/16" MAX. DLO VENT 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 73° MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 63" MAX. FLANGE FRAME ALL CONFIG. A 27 3/8° MAX. DLO VENT 27 3/8" MAX. DLO FIXED © 1 D 1 � 1 85 7/16" MAX. WIDTH I.F. FRAME —+-11 a �., 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 4iibly SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME 13 FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) r !It:WISED '"t11 the Florida Eir ;:auoa Datc By / //. Miami *ado 'roduct Contto DM on I Road By. F.K. Rana By F.K. Raved Br. F.K. Dam By. F.K. Dale. 4/15/07 Ravlsama.' C ADD INTEGRAL PIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. oats. 10/17/06 oat.. 5/13/06 near 2/28/06 RsvUaae 8 NO CHANGE THIS SHEET Revisor' A cnaca°d er. J.J. NO CHANGE THIS SHEET oaw• 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Bettor ELEVATIONS rum ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s.ossadar HR710 Sags . Shag NTS 4 «11 mawey R� 4127 -10 ev C �oY Clark, P.E. PE 439712 Structural 0 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO IJ INTERIOR 0 0 V INTERIOR 0 0 MAX. VENT DLO i EXTERIOR INTERIOR m I---- MAX. FIXED DLO —�-1 MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE RAME) O SECTION C -C (VERTICAL SECTION, FLANGE FRAME) 0 1111111mmil • I-0-- MAX. FIXED DLO —1 --- MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) 0 !1uIIIIiI!JiI . 1111 -0 n� EXTERIOR Qm SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) Q HEAD (VERTICAL SECTION, I.F. FRAME)) MAX. VENT DLO F ^:. X T REVISED with the Florida / .,. No Q7- O81$.09 F • innion UM 2 I 00 By. Mien ' adc ' r trot Contr Dive at Raved By: F.K. Wier 4/15/07 Revision: C ADD INTEGRAL FIN FRAME, I TEMS 41, 42 AND 43 AND VIEWS. 14 wad 8y. F.K. Ode 10/17/06 Reruns' 8 NO CHANGE THIS SHEET Ravadey: F.K bate. 5/13106 Revisbna, A NO CHANGE THIS SHEET oriwn er F.K. Fate: 2/28/06 Chechad 8y. J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Um:,4M1�mi: SECTIONS Tuo ALUM. HORIZONTAL ROLLER WINDOW, IMPACT V/sibly Herter HR710 scat, Half Shoal: 5 a 11 Draviv 4127 -10 V el Robert L. Clark, P.E. PE !139712 Structural 13 14 15 16 17 19 21 22 33 35 36 37 38 71298 4002 4134 1155 4110 4054 4066 4105 1683 225 -1 226 4128 4006 1235 1096 1016 4126 1683 DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) (ANTI L[FT CI JP) MATL 1 PGT# 6063 -T6 AL 1 612237 6063 -T5 AL 1 612244 #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASI I STOP) FLANGE. FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD 7834AA 6063 -T5 AL 6063 -T6 AL 64136 6063 -T6 AL 64137 6063-T6 AL 64131 POLYPROP. 71298 7PA D 1626 FLANGE FRA ME JAMB 6063 -T6 AL 612225 GASKET FOR MAINFRAME SILL JOINT' 74134W /K #8 X 1.000 QUAD PN. SMS 781P A SCREEN ADAPTOR 6063:1'5 AL 64110G FIXED MEETING RAIL 6063RD -T6 AL 64054A WSTP.,.187 X .230, FIN SEAL 64066G SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 WST'P.,.250 X .270 BACK, FIN SEAL 61683G ROLLER HOUSING& GUIDE 42112HD BRASS ROLLER WHEELS BRASS 7BRWHL2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N SASH MEETING RAIL 6063HS -T6 AL 64006 W STP,,,170 X .270 BACK, FIN SEAL 67S 16G SWEEP LATCII DIE -CAST 71096 #8 X .625 PH. FL SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 W STP., 250 X .270 BACK, FIN SEAL 61683G BULB WEATHERSTRIP .187 X .275 67070K I 1E1 RAIL COVER CAP I.F. FRAME I-IEA D I.F. iRAME SILL 6063 -T6 AL I.F. FRAMP,JA,MR 6063 -T6 AL C8- AZING SILICONE, DOW 899, 995 OR EQUIVALENT v1NYL GLAZING READ BULB (THICK) VINYL GLAZING BEAD BULB (TI{IN) _ (LAZING BEAD - 5/16" 6063 -T5 AL GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL GLAZING BEAD - 7/16" 6063 -T5 AL L./tZING READ - 7/16" W /GRILL KIT 6063 -T5 AL GLAZINGBF.AD- 13/16" 6063-T5 AL 5/' 6" L4 MI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1 /8" A, .090 PVB, 1/8" HS) 5/16" LAMI 1/8" HS, .090 PVB, 1/8" HS) 7/16" LAME (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" IAMI (3/16" HS, .090PVB, 3/16" HS) 4078 "C" L OR R 6063 -T6 AL 64139 55 r 55 59 4222 985 4067 64140 64141 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 ITEM DWG # REV1 DESCRIPTION 1 MATL 1 PGF# 66 GLASS, 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" IAMI (I /8 "A, .090 PVB, 1 /8 "A) 67 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 68 " 13/16" LAME 1G- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "l-S, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" IAMI (1 /8 "A, .090 PVB. 1 /8 "A) 70 " 13/16" LAMI 1G3/16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" IAMI (1/8 "EIS, .090 PVB, 1 /8 "HS) 72 " 13/16" IAMI IG- 1 /8 "A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" IAMIIG- 1 /8 "A,1 /4 " AIR SPACE, 7 /16 "LAMI (3/16 "A, .090 PVB, 3/16" HS) 74 " 13/16" LAMI IG- 1/8 "A, 1/4" AIRSPACE, 7/16" IAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAME (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI I(3- 3/16 "A, 3/16" A IR SPACE, 7/16" LAM1(3 /16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105-1114 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST, 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -,135 DIA. HARD EM PVC 96 SCREEN CLOTH , 2.624 Bn .710 OA I.F. FRAME HEAD #4139, 6063-T6 0 2.784 �I .062 -1.988 43 I.F. FRAME JAMB Q #4141, 6063 -T6 oA .062 -+ �-- 2.710 I.F. FRAME SILL #4140, 6063 -T6 3.152 l PRODUCT [t1 VI:;L'!) as cumpl /ink with the Florida Building Cade Acceptance. No o7-o % S,o1� E.'cpirattun two 2 �12o11 By Div un Raysd By F.K. Vet.• 4/15/07 NeWslmre C ADD ITEMS 41, 42 & 43 Rovsd Br' F.K. Dater 10/17/06 Aavhkne' 8 NO CHANGE 17-118 SHEET Render F.K. Data 5/13/06 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. nmwn Br: F.K. Data: 2/28/06 cneotmer J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 00X1529 NOKOMIS, FL 34274 ftt Visibly Better rasa >rWon' PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Swlo• NTS 6 w 11 Drawing Ro 4127 -10 Rae. C L. Clark, P.E. PE 639712 Structural 0 FLANGE FRAME HEAD #4102A, 6063-T6 -+-III -.062 ft.49Q F 1 -1.451 1J SASH STOP #4025, 6063 -T5 -.062 �I 1.349 21 SASH TOP & BOTTOM RAIL 44133, 60G:. •'S 1.183 .050 .C78 54 GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED W/ GRILL KIT) 1.122 0 FLANGE FRAME SILL ��// #4136, 606:; -T6 .062 3.152 .061 .437 (8) HORIZ. ROLLER TRACK �� '' #4131, 6063 -T6 2.279 .062 �-{ 1.081 3 SASH MTG. RAIL #40060,6063HS -T6 1.187 �m[.050 [ I� .678 1.096- I- I T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 1.187 1-+- 062- ►II II 3. 90 4 O FRAME SILL ADAPTER #4137,6063 -T6 �+-- 1.513 -►I .738 .040 E SASH STOP COVER #4053, 6063-T5 �- -2.784 1.363. 1 0624._ 13 062 FLANGE FRAME JAMB #4002A, 6063-76 L1.403 -�{ 17 FIXED MEETING RAIL #4054B, 6063HD-T6 1.349 j 37 SASH SIDE RAIL #4126, 6063 -T5 .050 1.115 I - 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .678 .050 .678 1.096 I . �- --I 0 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .050 } 1- 11 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 .097 PRODUCT Rr \RSF.r) as c,:mF3yifB with the Floods GutIBtng Cc;@e Accept.alce No 0 Expiratiun DOW Rovae Dr Date: Revltiw>s. F.K. 4/15/07 C NO CHANGE THIS SHEET Rave ay F.K. Dole. 10/17/06 Re4b:+ra: 8 NO CHANGE THIS SHEET Ruse 9y F.K. Drawn By: F.K. owe. 5/13/06 Data. 2/28/06 ReVie(ane• A J.J. NO CHANGE THIS SHEET Dale: 3/23/06 1070 TECNNOLOOY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOIAIS, FL 34274 rdir Visibly Better EXTRUSIONS laa ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s.orat HR710 Half 7 w 11 clawha Nn 4127 -10 C /e/X-- Vo/7 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (1/4- 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1 /4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES 0,E,F,J,K,L 2,3, W0013 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL u1 N ¢ HEAD & SILL rn ¢ HEAD & SILL co ' HEAD & SILL co g ' HEAD & SILL w Q, HEAD & SILL to 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) a B. 5/16" LAMI - (118" A,.090,118" HS) D. LAMI 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 5/16" HS) - (1/8" A,.09 , 116 A) 2 D. 7118° LAMI - (3/16" A,.090, 3/16" A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16 "LAMI - (3/18 "A,.090,3 /16 "HS) F. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 7116" LAMI LAMI IG - 1/8" 8" OR 3, 3/16" HS) 3 G. 13!16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16° LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 I. 13/16° LAMI IG - 1/8° OR 3116° A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1 /8" HS,.090, 118" HS) J. 13/16" LAMI IG - 1/8" OR 3 /16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/18" A) 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 K. 13/16" LAMI IG - 1/8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI- (3/16" A,.090, 3/16" HS) 60.000 x 36.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1 +C2 +2 +C2 +1 2 L. 13/16" LAMI 10 - 1/8" OR 3/16° A, 3116° OR 1/4" SPACE, 7/16" LAMI- (3/16" HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C3 +2 +C3 +1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1+C2 +2 +02 +1 2 1 +C2 +2 +C2+1 X 0 X 2 I1 J 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 +03 +4 +C3 +1 3 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +2 +03 +1 3 84.000 x 38.375 48.000 50.825 54.000 60.000 63,000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +02 +1 2 1 +C2 +3 +C2 +1 2 1rt,. +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2+C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +3 +03 +1 3 1 +r: ? + 1+C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 3 3 1 +C2 +2 +C2 +1 1 +03 +2 +03 +1 1 +C3 +2 +C3 +1 3 3 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 3 3 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 3 3 1 +C4 +3 +C4 +1 1 +04 +3 +04 +1 3 25 3/4" max. I--3" MIN. 3.1 +02 +2 +C2 +1 3 .: - : V:ia: uu: Florida A, •, ..,.4:1.410 .-O: / -..0q 1 - -t x a 1 I -- t - - -&-- -4- - -1¢ t 1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +2 +C3 +1 3 1 +C2+2 +C2 +1 3 1 +C4 +3 +C4 +1 9" REF. 3 o I L_ --- - -___ -= -" 1-._ X -_ _ 11/P.:175 v. 38.375 48.000 50.825 54.000 60000 63.000 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 ' - - -_ TYP. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +03 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +03 +1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS " +C2 +3 +C2 +1 3 1 +0.2+2 +C2 +1 3 1+03 +3 +03 +1 3 1 +C3 +3 +C3 +1 3 1 +03 +3 +03+1 3 3 1 +C3 +4 +C3 +1 1 +C4 +4 +C4 +1 3 EXAMPLE CLUSTER 1- :C3 +3 +C3 +1 7 1 +02".7 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +03 +3 +03 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. Expiserionf]au . f�/f •(/ 1'y /i,r. / 1 M1" ado 'roduct Co Div on r C3 +3fC3 +1 :, 1. C2': +C2 +1 3 1+04 +3 +04 +1 3 1 +04 +3 +04+1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3' *S +C3 +1 :, 1 +02:2 +02 +1 3 1 +04 +3 +C4 +1 3 1 +04 +3 +C4+1 4 1 +04 +3 +C4 +1 3 1 +05 +4 +C5 +1 3 25 3/4" 111.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +f2+ " +C2 +1 2 1 +C2 +, +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +02 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 1/2" TYP' I 3" MIN. ► t t 1 14�it 1 O I X l l -- _ -� --- _ 1 +02 +3 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +3 +03 +1 3 1 +03 +3 +C3 +1 3 1 +02 +3 +02 +1 3 1 +C3 +4 +03 +1 3 9" REF. r -/ v-" A v� Robert L Clark. P.E. PE #39712 Structural 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1+C3 +3 +03 +1 3 1 +C3 +4 +C3 +1 3 X 1 +C3 +3 +C3 +1 3 1 +02 +2 +02 +1 3 1 +C3 +3 +03 +1 3 1 +C3+3 +C3 +1 3 1 +03 +3 +03 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +02 +2+02 +1 3 1 +01+3 +04 +1 3 1 +04 +3 +04 +1 4 1 +03 +3 +03 +1 3 1 +04 +4 +04 +1 3 MTG. RAIL, TYP. 1 +03 +3 +C3 +1 3 1 +C2 +2 +C2 +1 TABLE 4, SELECT 3 VALUES 1 +04 +3 +C4 +1 DUE 70 3 ANCHOR 1 +04 +3 +C4 +1 CAP. ADJ 4 1 +04+3 +04 +1 3 1 +C5 +4 +C5 +1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Revsdar F.K. Dm". 4/15/07 Revls5nr C UPDATE Dss.�vnn: ANCHORAGE SPACING, XOX (9/4 -1/2 -1 /4) Revmtey F.K. Date: 10/17/06 Revisions. B REVISE ANCHORAGE FORMAT. HEAD 5 SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 _- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsdar F.K. Pala. 5/13/08 Revisions. A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Getter JcwsawL HR710 sy, NTS swo. 8 "' 11 °i""t'^r"" 4127 -10 R "" C Omar F.K. oat ": 7/28/06 enswm av J.J. Dst ". 3/23106 I ANCHOR QUANTITIES, XOX (1/3- 113 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1 /4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1 /8" A) B. 5/16" LAMI - (1/8" A,.090, 1 /8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16° HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16° LAMI - (1/8" A,.090, 1 /8" HS) I. 13/16° LAMI IG - 1 /8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16° A, 3(16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1 /8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1 /2" MAX. O.C. TABLE KEY: X 0 X ANCHOR TYPE > & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL cn 2 > HEAD & SILL Iv) 2 - HEAD & SILL w g HEAD & SILL co g - HEAD & SILL w g - HEAD & SILL to 2 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +I +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1+C2+1 C2+1 3 2 53.125x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2J 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 + 1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 3 1 +C2+1+C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 3 I1 +C3 +1 +C3 +1 13 Imo-- ANCHOR QUANTITY PER JAMB a. ,I.,:• .;•i: �, vault du: Ronda f;,;,;• ,, ;.•lc .,t:,an o - OB(S.O 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 66.000x 38.375 48.000 50.625 54.000 60.000 C3.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +11-C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) "MAX. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ I +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +r:7 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 14412+1.1-C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 _ '4.000x'8.375 x'8.000 50.625 F4.000 R0.000 53.000 1 +C2 +1 +C2 +1 2 1 +C2+1 +(2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 253/4 I- ►(I--.- -3 "MIN. 1 +,;k +I =(.2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 1 +C2 +1 +C2 +1 3 ;+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 --tr- t r t 1-1- 1- - - - -+- X I 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. f, X 0 1 +C241 +C2 +1 3 ".+C2,1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 !! 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, EXAMPLE W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 .-1C2 .11-C2 +1 2 1 +C2 +1 +R2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 TYP.- CLUSTER 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 7',,c =st ELc :at1.nr1OM 1 'oH By . / i .._ __ -.- 7.. M. : Dudu PIuduct .onail D's • "1O0 (SHOWN IN TABLE KEY ABOVE) MAX. "TYP. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2' "1 +;2 +1 3 1 +(;2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 F- 25 3/4" 1'C3 '- " ++3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 - "- -*-1 112 I•-3" MIN. 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +i +C2 +1 2 1 +C2 +1 +C2 +1 2 L__ e%r'°' /7 Robert L. Clark, P.E. PE #39712 Structural 9" REF. X O 1 1 - 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +7 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 X 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 � 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 _ 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03 +1 4 1 +C3 +1 +C3 +1 3 1 +C4+1 +C4 +1 4 MTG. RAIL,TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 TABLE 5, SELECT 3 1 +C3 +1 +C3 +1 VALUES DUE TO 3 ANCHOR 1 +C3 +1 +C3 +1 CAP. ADJ. 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 Revmd8Y• F.K. Oats: 4/15/07 Ravian,ru' C UPDATE OeCaptfmc ANCHORAGE SPACING, XOX (1 /3-9/3 -9/3) Rend fly: F.K. On 10/17/06 Re.toaa B REVISE ANCHORAGE FORMAT, HEAD 6 SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 - Teel ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revell BY. F.K. Deta. 5/13/06 Retist°"a., A ADD SPACE DIMENSIONS GLASS TYPES O THRU L. Visibly Better Y �"" d a "t HR710 " NTS s" 9 m 11 °1e° No. 4127 -10 RB ' C Dram BY• F.K. Omer 2/28/06 Oaecaea BY. J.J. Dam: 3/23/08 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: B. 5/16° LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) E. 7/16" LAMI - (3/16" A,.090, 3/16" H) E. 7116° LAMI - (3116" .0,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16° LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI 10 - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8° HS) J. 13/16" LAMI IG - 1/8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16° HS) L. 13/16" LAMI IG - 1/8° OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 0 X ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H J LU to s 06 2 4 J W to z 2 ' 0 IA 1 o5 2 ; w 1 o 2 <4 J 7. U¢.I rn _ o6 2 -¢, u1 a5 = as 2 lc, 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C3 +1 3 1 +02+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60,000 63.000 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 2 +C3 +2 ! 3 �- ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3, 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER O 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2+1 3 1+C3 +1 3 CENTERED ON THE M THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +03 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +04 +1 3 60.000 x 38.375 1 +C2 +1 3 1 +02 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 48.Ou0 [1 +C2 +1 3 1 +02 +1 1 +02 +1 3 3 2 +C3 +2 3 1 +02 +1 3 1 +C2 +1 3 2 +03 +2 3 50.625 1 +03 +1 - 2 +C3 +2 3 1 +03 +1 3 1 +02 +1 3 2 +03 +2 3 j 18 314" MAX. - " ►{ �--3 MIN. 54.00' 1 +1 :3 +1 4 1 +02 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +02 +1 3 2 +034-2 3 rro.rlcT ^'ulsED as amp' ":•' •l, ;IA :I'I °ride Ac<c1. <".:.:. °: °a - 0815.0q 60.000 1 +C3 +1 A l +0.1 +1- 3 2 +04+2 4 1+03 +1 4 1 +C3 +1 3 2+04 +2 4 [ 1- 1 1 -t 9' REF. I 63.000 1 *-..:3 +1 4 1 +r3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3+ 1 3 2 +C4 +2 4 1 r - O .- 66 ODU x 38.370 2 +02 +2 3 1* 1 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 . 48.000 2 +02 +2 4 1* :2+1 3 2 +C3 +2 3 2+02 +2 4 1 +C2 +1 3 2 +03 +2 3 . MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 50.625 2 +03 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) Ftsattso''7atc 2 'Jf 54.000 2 +C3 +2 4' '1 +G2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +03 +2 4 lladu Yruduct a Div i,ttt CJ 60.000 24C3 +2 4 1 Mi 1 +03 +1 3 2 +C4 +2 4 2 +03 +2 4 1 +C3 +1 3 2 +C4 +2 4 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 1 183 /4 "MAX, -" 111--.-3" -+-1 1/2" TYP. MIN. 74.000 x 38.3 " /5 .4+C2 +2 3 2 +02 +2 2 2 +C2 +2 3 2 +02 +2 3 2 +C2 +2 2 2 +02 +2 3 48.000 2 +C3 +2 4 2 +C2 +2 3 2 +03 +2 4 2+03 +2 4 2 +C2 +2 3 2 +C3 +2 4 - -4- /7/101,..../ ��a p/' Robert L. Clark, P E. PE 039712 Structural 9 REF. � f- O 50.625 2 +03 +2 4 2 +C2 +2 3 2 +03 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +03 +2 4 X 54.000 2 +03 +2 4 2 +C3 +2 3 2 +04 +2 4 2 +03 +2 4 2 +03 +2 3 2 +04 +2 4 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3 +2 3 2 +C4 +2 4 MTG. RAIL- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 2 +C3 +2 4 TABLE 1 +C3 +1 # TO 6, & SELECT 3 2 +C4 +2 VALUES DUE 4 TO 2 +04 +2 ANCHOR CAP. 5 ADJ 2+C3+2 4 2 +C4 +2 5 Ram/ ay F.K. Date: 4/15/07 Ram "s: C CHG. a�mua„ ANCHORAGE SPACING, OX AND XO WINDOWS T'"e' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Re 8y: F.K. Data: '10/17/06 ReWstcu: 6 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.C. BOX 1529 NOKOMIS,FL34274 Fp Rend By. F.K. Dr", ay.. F.K. Date. 5/13/06 RM. 2/28/06 Re°tsbne• A Checked BY. J.J. ADD SPACE 3/23/06 DIMENSIONS TO GLASS TYPES G THRU L. Visibly Better HR7I0 Scala NTS Shoat 10 "' 11 °B"m"R° 4127 -10 R" °. C MIL KS© r MIN. CONCRETE 1 x WOOD BUCK, —' NOTE 3 1 3/4" MIN. E.D. TYP. { NOTE 1 Q /4" J MAX. SHIM CONCRETE I WOOD ANCHOR. ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 1 /4" MAX. —+- SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO © TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. Q2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT„Lq EDITION. (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 9 ° 1 3/4" EXTERIOR INTERIOR ° ° MIN. E.D (HEA & SILL DETAILS • TYP, INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 CONCRETE V•ICHOR, - NOTE 1 DETAIL E DETAIL F (u CAL FLANGE FRAME JAMB SECTIONS A MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM N' T'J 1 Q ° I 1 3/4" MIN.Q E.D. TYP. DETAIL C A TYPICAL FLANGE FRAME SILL SECTIONS 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 1 3/8" MIN. • a DETAIL D SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & I. SEE NAILING SEE NAILING DETAIL G (SILL)Q DETAIL I (JAMB) Q TYPICAL INTEGRAL FIN FRAME SECTIONS Raved ay F.K. Dam 4/15/07 RevMVm C REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD l.F. FRAME. CHG. NOTE 5 TO FBC, 'CURRENT EDITION° Raved ay Date. F.K. 10/17/06 Bawd Sy. Dale. F.K. 5/13/06 b...1,1'' Selo. F.K. 2/28/06 Revisions' A 8 RovLSana Gheeked 9y J.J. REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADO NOTE 5. Dam: 3/23/06 070 TECHNOLOGY DRIVE NOKCMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QG� Visibly Better D°arnmwe. ANCHORAGE DETAILS TW. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aarmanawek HR710 Scab' Half 11 w 11 4127 -10 C /0/' 7 Robert L. Clark, P.E. PE #39712 Structural MIAMEDE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade 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 *.he manufacturer or its distributors and shall be available f o r inspection a t t h e job site at the m i l test. of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. 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 www.buildingcodeonline.com NOA No. 07 -0629.10 E..pirrt°on Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.485 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X O, XX XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1 „ SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 0 INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 73 A FXT. - 1/8" ANNEALED OR_� ^`^ HEAT STRENGTHENEU GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR - SA,: LEXI: EEPSAFE MAXIMUM 1/2" GLASS BITE �- .402 -+—® 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .465 +- 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as complying with the Florida Bawling Code Date ae.4asr., 113, Zaa7 NOAtM 07— 0 6 247 • /0 Miami Dade Product Control Div' oa I3 1 4.1 Rma4BY Roos 15y: Doe: F. 8H&D7 Rime Br oee: F.K. 864417 Orme* Da* F.K. 2/2207 Rer6nv: B CLARIFY EXT. OF GLASS, OVERALL THICKNESS A1403 GIASS BITE 1484 8300, ADD GLASS BIREOI?S TO GLAZING Iffi7'AILS, A00 GLASS DEC T7hK, REVISE A NOTE 1, GLASS DESCRI P7'. 8 ADD NOTE 8. Cheaked aDo J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OE3T Vii y Getter NOTES AND GLAZING DETAILS rsc ALUM. FRENCH DOOR & SIDE LITES, IMPACT swirlAbcfrot FO101 1x 1 10 11005 -1 B 1 Rohe f L. Clark, P.E. PE 039712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH 3° 371/2"I60 71 3/4" O WIDTH DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 314" 91 3/4" 8° - 95 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LITES 1MTH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8„ +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 I +75.0 -75.01 +75.0 -75.0 I +75.0 -75.0 I +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH 2° 25 1/2" 27 1/2" 29.1,2" 23 31 1r2" `8 331 /2" 35 1/2" 3° 37 1/2" SING' .E 68- 793/4" XX WIDTH 4° 47 3/4" 51 /4" +54.9 -54.9 +58.6 -58.6 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 55 3/4" +51.7 .51.7 5° C9 3/4" 54 63 3/4" 5-7 3/4" 6° 71 34'i" O WIDTH +49.0 -49.0 +43.1 -43.1 +38.1 8.1 +34.0 -34.0 +51.8 +48.8 +46.2 +43.1 +38.1 -51.8 -48.8 -46.2 -43.1 -38.1 +49.0 -49.0 +46.1 +43.6 +41.5 +38.1 -46.1 -43.6 -41.5 -38.1 +46.5 +43.8 +41.4 +39.3 +37.5 -46.5 -43.8 -41.4 -39.3 -37.5 +44.3 +41.6 +39.3 +37.3 +35.6 -44.3 -41.6 -39.3 -37.3 -35.6 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 3 :CE L 'TE 103/4" 12 3/4" GLASS TYPES A, B, C OR D +75 0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 I 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 318" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3116" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73 1/2" MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.81 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Appnnep "s .uenpk, ing with the Date nog , Co200 1 Date f r6��2g NOM A 7 p Miami Dade product Control Div iphtq / (_ -_ 1 By RermdBy: Date Rattans: grad By. F.K tee. F.K Dram LIT F.K. [rate: B`f&g07 Date: BH407 ftwiewur B _tea.: A REVISED TABLE 2 OESIDN PRESSURES AND CLARIFIED NON- RE/NF. VERSION COMBINE [MASS TYPES 8 MUKSIZESS INTO NOTES &ADD NOTES 5B & REVISE NOTE 1, 2 & 3. ADD NOTATIONS 7O TABLE 1 AND 2 REDUCE MAX SIZE DESIGN PRESSOR EAND ADJUST. ALL DPS FOR TABLE Date: 2/22/07 By J.J. X1/07 1010 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES gee ALUM. FRENCH DOOR & SIDE LITES, IMPACT Strhollabk F0101 eaw: 1x Mae 2 ar 10 Daft Oft 11005 -1 B 1 J j/ Robert L. Clark, P.E. PE #39712 Structural 73 1/2" MAX. 36 3/4" I_— MAX. SEE NOTE 4 OX OR XO 37 1/2" [..__36 " 1091/2" MAX. " mAx. SEE NOTE 3-. 36 314 MAX. I� MAX. 0 / Er lE / / O /1 X O SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO SEE NOTE 4 95 3/4" MAX. HT. TYP. 84 3/8° MAX. DLO TIP. 40" (TYP.D A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO "XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) - 36 3/4" fff MAX 143 3/4" MAX. SEE NOTE 3 38 3/4" MAX. (re MA , 4 0 \ /iJ ( SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO SEE NOTE 4 95 3/4" MAX. HT. TYP. 84 3/8° MAX. DLO TIP. 40" (TYP.D A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO "XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) - 36 3/4" fff MAX 143 3/4" MAX. SEE NOTE 3 38 3/4" MAX. / E� lE\ /9- �E 0 X ACT. X INACT. O 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH ')O(' = DOOR WIDTH /2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" I /4" P.) ,. ,cn,ro,• 07:o ;1 Cst is I....4 .4.- Wad 6y. Alba Dorivc 911&07 Rsvislontx B Chealad By: tlsm: J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O, 80X 1529 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sabvMOON: sarc F0101 NTS 3 m 10 11005 -1 B '1 / L,11‘11 Robert L. Clark, P.E. PE #39712 Structural (re MA , 4 0 \ /iJ ( 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH ')O(' = DOOR WIDTH /2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" I /4" P.) ,. ,cn,ro,• 07:o ;1 Cst is I....4 .4.- Wad 6y. Alba Dorivc 911&07 Rsvislontx B Chealad By: tlsm: J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O, 80X 1529 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sabvMOON: sarc F0101 NTS 3 m 10 11005 -1 B '1 / L,11‘11 Robert L. Clark, P.E. PE #39712 Structural INTERIOR MAX. DOOR HEIGHT EXTERIOR MAX DLO INTERIOR MAX. SIDE LITE HEIGHT DOOR SECT. A -A SL SECT. B —B VERTICAL VERTICAL CLEAR COLORED SEALANT SL VIEW G —G CORNER ASSEMBLY Approved us complying with the Florida UC.ding Code Date DGT tg0 t�� NO NQAq c7—L9 Miami Dade Product Control Ravel Deer Revisions: Read FK Dor 9'18437 Re bons B NOONANBETHIBSHEET. Raid By: F.K Dab: 8114/77 Revbbne: A SHOW DOUBLE HOLLOW HEAD SECTION AT CORNER ASSEMBLY Oman By: FK 2/22107 Cheated Ltr J.J. 6121/07 1070TEOHNOLODYDRIVE NOK07.0 FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 G" r Visibly Better EXAMPLE ELEVATIONS ltee ALUM. FRENCH DOOR & SIDE LITES, IMPACT nRfs d*** FO101 1/2x 6brt 4 a 10 &raft No. 11005 -1 Reg B ,1 J•`i Ic j�,1i .1 if Robert Clark, P.E. PE 038712 Structural I MAX. I DLO 'XX' SECT. C-C HORIZ. I� MAX. DLO MAX. 'X WIDTH — MAX. —I DLO r1 MAX. CL WIDTH 'X SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO . SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH INTERIOR EXTERIOR LMAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Dimling Cod (late 4G 1 2o6 NOM Miami Dade Product ontrul DivfFlyba Dy lC.is.0 �. 14. Da Rend tiX F.K Claw 0118107 Resist= 8 NO CHANGE MRS SHEET. Road OF FIL 604107 Revisions: A ADD 'ODOR W/ SIDE LRF TO SECTION 8E 6 'SINGLE 810E MTV TO SECT. Ff OMNI6Y: FJC 2122/07 rm.oweyr J.J. X1/07 10707EOHNOLOGYOWE NOKWOS, FL 30275 P.O. BOX 1520 NOKOMIS, FL 34274 c;r_ Visibly Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT earissiiKdok FD101 1/2x Met 5 a 10 11005 -1 B iev Cr2j'm Robert L. lark, P.E. PE #39712 Structural ITEM 2 3 4 5 6 DWG # 943B 1010 7070 955 938 956 'PGT# DESCRIPTION 60411 FRAME HEAD 6Q300 WSTP.,Q -LON .190 X .375 HIGH 67070K BULB WEATHERSTRIP .187 X.300 HIGH 7955X FLUSHBOLT STRIKEPLATE 7938X 2 PT. LOCK STRIKEPLATE 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 26 27 30 31 32 33 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 930 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 6533016 FILLER HEAD ADAPTER 611000M OUTSWING THRESHOLD 671670 WSTP, .350 RD FOAM FILL T SLOT (AMSBURY #32011) 611004M OUTSWING THRESHOLD CHANNEL COVER 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 60380 FRAME JAMB (OUTSWING) 6Q300 WSTP.,Q -LON .190 X.375 HIGH 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 -T5 78X112PSATS #8 X 1.500 PH SQ A TIS 71048 JAMB SCREW COVER CAP 41721N STRIKE PLATE INSERT 1118 710X34PFA #10 X .750 PH. FL. SMS 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 911E 6911 DOOR PANEL, SIDE RAIL 917 7FRMO HINGE EXTRUSION 1178 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 36 990 27 914A 38 19 691 40 1023 6TRODA f990NUTA 6OSt 5M 7834FFT 70997 67924G 4t 028 42 , ".45 43 1212 44 9R3B 45 9s4B 46 1213 47 929 48 1139 49 982 50 51 52 53 54 55 Awed Or rte* F.K Newel BB F.IL Owen sr. 0Nc F.K. 930 931 1118 957 1118 Dab; Deb; 447 ?i1 'RX12FPAW 7P3OGG 4563 6984 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 38 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOP. PANEL ASTRAGAL 1 (OUTSWING) YOUR PANEL ASTRAGAL 2 (OUTSWING) 6Q200K WS fl .,Q -LON .190 X .200 HIGH 74UBI.OK 7634F FEI2P (AY LOCI': SUPPORT ASSY. (41707 & 41708) #E ;:.750 PH. FL. SMS 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE 41721 STRIKE PL. INSERT (INACTIVE PANEL) 7FRSPX DEADBOLT STRIKE PLATE 710X34PFA #10 X.750 PH FL. SMS 70957X HANDLE STRIKE PLATE 710X34PFA #10 X.750 PH FL. SMS ITEM 60 DWG # 920D POT# 6920D DESCRIPTION SIDELITE HEADER 61 921 D 6921 SIDELITE SILL 62 916E 60381 SIDELITE JAMB 63 64 1155 781 PQA #8 X 1.000 QUAD PN. SMS 998 7998 HEAD GASKETS (STOCKING #7(1998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X1/2" X1" W /PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 94 95 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A .141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .504 -+1 h--- ! U .360 .055- ►�I� -� OOUTSWING THRESHOLD CHANNEL COVER 6063 -T6 -2.750 .650 -.-! 1- 925,1 0 TUBE MULL 6063 -T5 1.000 1 Approved as , n+pb out OM' Cite Florida Ruad'm Code Date / . NOAH D ^ O Miami Dude Product Control DI on By wr>olonte &18107 8 NO 011.4N0E T103 SHEET. 8/1407 A ADO ITEM 103 DEAD BOLT AND IN 1CTNEPANEL ONLY' TO PEN 41. 2/22!07 Cheand J.J. X1/07 1 070 TLVHNOL0012 DRAT NOKOM13, FL 34275 P.O. BOX 1529 NOKOMI$ FL 34274 Visibly Better PARTS LIST TAx ALUM. FRENCH DOOR & SIDE LITES, IMPACT au(ww9btlak F0101 Seeks 112x 6 m 10 11005-1 B /1,j Rob orlt L. Clark, P.E. PE 239712 Structural 4.626 4.000 4.726 4.100 1.750 .062 -+ DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL 31 SIDE RAIL 6063 -T5 6063 -T5 - -1.750 4.726 100-► 3.655 3.111 .5 I J n 125 5 Il .750 .050 "14 1.400 1!.272 L. FILLER HEAD ADAPTER 6083 -T6 �-+ ---- 3.G30 1 1=RAM2 HEAD 6163 -T6 .050 -.0PU 1 1 1.489 J 1 419 3.000 OUTSWING THRESHOLD 1 1 6063 -T6 4.100 TRUSS CLAMP 6063 -T5 0 4 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 H-.558 .050 .683 3/8" GLAZING BEAD 6063 -T5 4.675 1.750 -► c) DOOR PANEL Q� EXTERIOR ASTRAGAL 6063 -T5 .683 k-.525 .050 72 7/18" GLAZING BEAD 6083 -T5 60 SL HEADER 6063 -T6 61 SL SILL 6063 -T6 3.000 1.480 -.1 20 DOOR FRAME, JAMB 8063 -T6 t 1.578 - ►I .890 .050 3.000 SL JAMB 6063 -T6 --0-{ .830 2.980 .050 SL JAMB 66 ADAPTER 6063 -T6 050 1.620 .250 -.1 I�- 37 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Approved as eungri}Ing with the Florida Hunting Code Uale Miami Dude Product Control By iCkl+g 1. 61141.&1 Reap By Vote 1 Rena ay. FJc Date: 91&07 Revisions B NO CHANGE THIS SHEET. Road FJC Dew 8'1407 tleKekne: A ADD 'DOOR' TO ITEM20 a CMSSSSD VIM. 7017E603 30, 31, 44, 45 662 Drawler F.K Date: 2..22107 J.J. Dehr 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1520 NOKOMIS, FL 34274 IPIGT Visibly Better EXTRUSION PROFILES TIM ALUM. FRENCH DOOR & SIDE LITES, IMPACT Serkellodek FD101 1I2x Shoot 7 of 10 11005 -1 B Ro rt L. Clark, P.E. PE 039712 Structural • HEAD �y ZONE "C" I JAMB ZONE "A" JAMB ZONE "A" HEAD ZONE "D" HEAD ZONE "D " 1 JAMB ZONE "A" /r JAMB ZONE "A" _ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD t Z ENE ZONE "F — t—Z ENE—f , SILL ZONE —ZONE F'— r ZONE--f SEE TABLE 7., SI-4. 9 NOTES: I SILL } SILL ,_I ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 HEAD T ZONE "E" 1 JAMB ZONE "B" O JAMB ZONE "B" HEAD HEAD ZONE "D "ZONE E" 1 JAMB ZONE "A" XO OR OX SILL ZONE T T ZONEL "D" T ZONE "E" SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD y___ HEAD HEAD ZONE ZONE HEAD HEAD ZONE "0" 1 ZONE'F "E" „E„ ZONE 'F "ZONE „r,--t—ZONE-1 „E” JAMB ZONE "A" } 1 /" //XXO OR OXX \ / [ \ \ � / f ? I X } JAMB ZONE "B" { r \ \ 1 \� SILL _ _ SILL —# ZONE-4 ZONE D" ZONE F" „E„ SEE TABLE 7., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION 1 JAMB ZONE "B" } Pt A r x,< ,t .../� / Y 1 Y.( ? I X } JAMB ZONE "B" { <oxxO , , SILL SILL ZONE 1 ZONE "F" 1 ZONE F" t ZONE „E„ SEE TABLE 7., SHT. 9 „E„ A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, 71 3/4 "W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appru' ", cool; . •aA with the Florida Bu Jkig (..4We Dater Ig� NOM 07 —�6 zy. lrD Miami Dade Product Control Dlv" on , L 6 u / ` LI- 1:«rdBr Revisions Anse kr FJG Aft 9118107 8 NO CHANGE THIS SHEET. Rood Sr FJC Drennan F.K QOM S/14A77 Z/22107 A O.nrader J.J. CHANGE 7PO'OR'OX'ANCHOR ZONE FROM V'TO V. ADO ANCHOR TYPES TO SOLUTION. Dela 6/21/07 1070TE(►NOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX MS NOKOMIS, R. 34274 Visibb Better ANCHORAGE, CONFIGURATIONS re: ALUM. FRENCH DOOR & SIDE UTES, IMPACT sew+Xadek F0101 eftow NTS 8 a 10 ageing No. 11005 -1 ftre B Robe L. Clark, P.E. PE #39712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD I 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE 2,3, W000 A, B, C, D 1,2, CONC TABLE 6. XO & OX GLASS TYPES A B C D ANCHOR TYPE & SUBSTRATE 2,3. W000 1,2, CONC TABLE 7.OXO, XXO, OXX & OXXO GLASS TYPES A. B, C, D ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2, CONC LOAD ZONES WIDTH x HT. 25.59 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 6 27.50 x 79.75 5 83.75 5 87.75 5 91.75 6 95.751 6 29.50 x 79.751 5 83.75 5 87.751 91.751 95.75 31.50 x 79.75 8'.75 8".75 9'.75 95.75 03 51 x 79.75 P3,75 P7.75 01.75 05.75 35.P ° 79.75 83.75 67.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 Rand* Qdx Arad By: Deft FK 01&V7 Rem,/ ar Dew F.K. 8114/07 Dam Bf FJC 2/22/07 DOOR WIDTHS "XX" - 47.75 TO 71.75 WIDTH x HT. LOAD ZONES X WIDTHS "0" - 10.75 TO 36.75 WIDTH x HT. LOAD ZONES 2 7 4 2 3 2 7 4 2 3 2 2 2 2 2 2 7 4 2 3 7 4 2 3 7 4 2 3 7 4 21 3 7 4 2 3 7 2 5 4 47.75 x 79.75 83.75 87.75 91.75 95.75 4 3 6 4 2 3 5 4 7 4 2 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 2 7 4 2 5 51.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 2 8 4 2 3 2 8 4 2 3 2 8 4 6 6 2 8 4 6 2 5 2 8 4 6 7178 , 6 2 6 2 6 7 2 10 4 6 3 8 4 6 3 u 4 6 3 8 4 7 ;11 .0 4 7 3 10 4 6 31 8 4 6 3 8 4 6 3 8 4 7 3' I G 4 7 3 10 4 8 6 7 7 7 3 3 3 3 3 8 4 8 4 8 4 8 4 10 4 5 5 2 5 55.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 6 4 8 4 3 5 2 3 2 2 5 2 5 3 3 3 5 5 3 3 3 3 3 3 3 6 59.75 x 79.75 5 83.75 5 87.75 6 91.75 6 95.751 6 83.75 x 79.75 5 83.75 6 87,75 6 91.75 6 95.75 7 5 8 4 2 3 5 8 4 2 3 5 8 4 3 5 5 8 4 3 5 5 8 4 3 5 6 8 4 2 3 5 8 4 3 5 5 8 4 3 5 5 8 4 3 6 10 4 3 5 67.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 5 8 4 3 5 5 8 4 3 5 5 8 4 3 5 6 10 4 3 5 6 10 4 3 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21 75 x 79.75 83.75 87.75 91.76 95.75, 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 ra O O O O 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 4 2 4 2 DOOR WIDTHS "X" - 25.50 TO 37.50 SIDE L1IE WIDTH x KT LOAD ZONES 6 x O - JAMB 'B" 0 - HEAD/SILL °E 0 Vl x m 1 x DOOR WIDTHS - 25.50 TO 37.50 "XX" - 47.75 TO 71.75 LOAD ZONES SIDE LITE WIDTH x HT. m 2 O w 0 - HEAD /SILL 0, X In 0 ru 3 5 3 5 3 5 10 4 10 4 3 3 71.75 x 79.75 83.75 87.75 91.75 95.75 6 6 6 5 8 4 3 5 9 5 9 4 3 3 5 5 7 6 10 4 3 5 7 6 10 4 3 5 38.75 x 79.75 83.75 87.75 91.75 95.75 4 5 5 2 4 5 2 4 2 5 2 4 2 5 6 2 4 2 6 2 4 2 6 3 4 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 6 3 4 6 3 4 3 7 3 4 3 7r3 4 3 7 3 4 3 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 6 3 95.75 5 3 27.75 x 79.75 5 3 83.76 6 3 87.75 5 3 91.75 8 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 USE JAMB ANCHOR FROM T 4 2 x 4 2 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 S 0 0 0 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 0 4 3 a to re LL z 4 a w a 4 O z a 0 u. co O x V z 4 4 N 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 4 3 4 3 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 5 3 5 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 5 3 5 3 6 3 8 3 38.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95,75 6 4 6 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 D: m a a u. 0 w x v re O ai m 4 LL F 0 USE ANCHO 4 4 4 4 4 2 2 2 2 2 4 2 4 2 4 2 2 2 2 2 4 2 4 2 4 4 4 4 2 4 4 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 3 3 3 3 3 re NE OF APP 2 re 0 fx u. APPROVED ANCHOR TYPES. 1. 1/C ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Raiding Code NOAII e0 Miami Dade Product Control DIvisiln ReAsker ReHelotue S NO CHANGE THIS SKEET. Rem' ADD 4LSO USE W /TASLE870 TAKE 4.,71' MANGE TABLE &.HFAOZONE A C TO 4Y AND COLUMN REFERENCE. ADD *Or TO ANCHOR TYPE 8 Goaked 0A Date: J.J. I 6/21/07 1070 TECHNOLOGY DRVE NOKOMIS, FL 34279 P.O. SOX 1529 NOKOM/S, FL 34274 ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better Berle FD101 NA 9 m 10 11005 -1 E 839712 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 i, l I l l l l 111,11 i 1 I':! 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 1 3/4" 1 3/4" 1 MIN E.D. I MIN EST i 1 3/8" TYPE 1 1 3/4" TYPE 2 t 1/4" MAX. EXT. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (GONG) 11/4" TYPE 1 OR 2 (CMU) 2X WOOD 3.4 KSI MIN. CONC. It• 1 3/4" BUCK, NOTE 2 CAIf 0 , 1X WOOD BUCK, NOTE 2 1 3/8" MIN. EXT. 1/4" MAX. SHIM WOOD ANCHOR TYPE2OR3, NOTE 1 3/4" TYPE 2 (GONG) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 114' MAX. SHIM 1/4" MAX. SHIM •1 3/4° MIN. E.D. EXT. • 3/4 MIN. E.D. 1.5 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 BUCK, NOTE 2 SHIM CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 I 1 3/4" MIN. E.D. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) --►1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1 ..13/4" :�:.• ",,, MIN. E.D. • 1111 IU 11 ,1111111 II:!Il!11111111. I _ Y • 1.8 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX. EXT. 4 '/T 2X WOOD RUCK, NOTE 2 DOOR GILL ►WOCD) 1X WOOD E 1/4" MAX. SHIM :•';• 1 3/4" TYPE 2 M1N. 4 "D.� t3.4 KSI MIN. CONC. t DOOR SILL (CONC) 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1 3/4" "•"-I MIN. E.D. 1 3/8" TYPE 1 :'1 3/4" TYPE 2 SIDE LITE SILL (CONC) I.� NOTES: 1. FOR CONCRE1E INS i ALLAT+ONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRE1 E -FLEX FMBEGDED 1 3/'" MIN (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, 35 (T`.'PE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved a> ro•np; : •.;; aiah ate Florida Balding Cute Date /9 G'7' / 2007 NUA# c"7.^D'inZg. 4' Miami Dade Product Control Die By lS��i I.(1cv m Tiered Br Revision& may FJC Oahu 911807 tavWae: NO CHANGE THIS SHEET: Rand Sy: F.K Dam: 8/14'07 NettiNtv A SPEC. TYPE 18 2 EM BED. ON CONC. DETAILS. SPEC. TYPE 28 3 ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. F.1C 2/2207 Checked Sy. J.J. 6/21 /07 10707ECHNOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 EG� Visibly Barter ANCHORAGE DETAILS ntler ALUM. FRENCH DOOR & SIDE LITES, IMPACT ear.awr: F0101 NTS Owe /0 a, 10 Mare lb. 11005-1 I B 1 I i ,f-1 ///1.1.11'176 // Robert L. Clark, P.E. PE #39712 Structural 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 goveming 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 ' � o-plywth the Florida Building Code, including the High Velocity Hurricane Zone MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinucode DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ APPROVAL DOCUMENT: Drawing No. NU -1, titled of 4, dated 02/18/08, prepared by Nu -Vue Industries, Inc the Miami -Dade County Product Control Revision stamp expiration date by the Miami -Dade County Product Contro 0 ivi` 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 and renews NOA # 03- 0224.10 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. d HC -37 Wood Connectors ors ", sheets 1 through 4 b}' pin N. Tolat, P.E., bearing Achatance number and APPROVED 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 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 D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Reuort No. 1. 05 -5195A 2. 05 -5196A 3. 04 -4995 4. 04 -4996 5. 05 -5612 6. 06 -5622 7. 04 -4908 8. 03 -4631 9. 08 -6711 Wood Connector AB -5 AB -7 NVTHJ -26 NVTHJ -28 IKE -1 IKE -2 NWT NVTF NVHC -37 Load Direction F1 and F2 F1 and F2 Upward Upward Upward, Ll and L2 Upward, Ll and L2 Upward and Ll Upward and Ll Upward, Li 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. F. 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 k Utrera, P.E. Product Control Examiner NOA No. 08-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 TABLE 1 ' JOIST SUPPORTS ' 18 G NVJH JOIST SUPPORTS • Allowable Loads (Ibs) Product Code Dimension Inches) Joist Double , Header Size - Single - Header Size Fasteners ' Gravity Loads uprtt Leeds • • Double,' ' Header Single , Heoder ' ' Joists - T HQ Deable .. Header . Single °' °- I. W • H • BS Size. NVJH24 1 �e 3% - 3 . 2x6 ' 2-2x6 ' .' 2x6 • 6 -tOd 6-10d x 1y '4-1od is tr ;7- , 744„ . -- NVJH26 1 5 " 3 • 2x8 • ' 1721 2x8 + ' 10 —tod 10-104 x 1.1x6 -1odx ur .1 240 i 24 0 821 . • NVJH28 ,1% 634. r 3 2x8 , 2x10 2x12 • 2 -2x8 ' 2 -2x10 2 -2x12 1 2x8 2x10 ' 2x12 ' 14 -10d 14-10d x t 1-10d x 1Y• . a : t'I3G (73(o . • 1079.- Single' Header 1 -2X 3 Double Header 2-2X ' 1 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 sel E ition.airsd F1o.r1da eu.;1ct'r �' zooG`sc;*7 260 s. 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 values are based on AIDS table tiff, G=0.55 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 allowed for 'steel stress: - 6. Allowable loads for more than a single connetion cannot be added together. A design load which be divided into components in the direction given must be evaluated as follows: Actual Uviift + Actual L1 + Actual L2 < =1.0 Allowable Uplift Allowable Ll Allowable LZ 7. Allowable loads are base on 1 " thick wood members unless otherwise - noted. , 8. All tests have been conducted in accordat>iciD 71761. a imU ir MoDucrREVISED VIPIN N. TOLAT, PE (CIVIL) FL. RE(. # 12847 15.123 LANTER CREEK LANE HOUSTON, TX '17058 NVJH 26 as shown ' NV.M24&28 , similar but with - different holes. a. comfying stith the Florida . Aevelrftre o �� -o - • Ezpiradas Dimes NA 1Y ue Industries, Iaa . • 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 FAX: (305) 694 -0398 NVJH JOIST SUPPORTS DWG it NU-3 Sheet:. 1of3 Date: . iULY i0, '2oar Revisions: (1)11/10/94 (2)12/11/03,. (3).-04/27/55 Hole pattern is mirror Image of the oppsite side Holes 3141" dia. TABLE 1 SKEWED NAIL PLATE Supported Truss Top & bottom chord Supporting Tuss op & bottom chord Product Steel Gauge Fastener Schedule Allowable Loads (lbs) ) Each End Gravity Uplift NVSNP3 16 (6) 8d x 1x" 594 594 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. NVSNP3 Installation 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.) Gen ral Note 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 Toads are based on Latest Editions of National Desing specifications (NDS) for wood construction and Florida Building Code (FBC). 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable Toads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS and have been reduced for Penetration Depth factor. 5. Allowable loads for wind uplift have been increased by a duration factor of 1.6 for anchors into wood only. Load values shown are, without 33% steel stress increase. 6. Allowable Toads 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 _tAqctug L Actual L Allowable Uplift + Allowable �1 + Allowable < =1.0 7. Allowable Toads are based on 1Y2" thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 A Siiktufragvila so complying witli die Hu flatidlug Code Mseperee No 1 V u— Vu e Industries, Inc. 1053 -1059 East 29 Stre Hialeah, Florida 3301 Phone: (305) 694-039 Fax: (305) 694 -0391 SKEWED NAIL PLATE DWG #: NU -5 Sheet: 1 of 4 Date: APRIL 15, 2004 Revisions: July 5, 2009 TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 18G seat Assembly Product Code 1 4G Strap Product Code Dimension H (inches) NV358 -12 NV358 -14 NV358 -16 NV358 -20 NV358 -22 NV358 -24 NVTH16 NVTH18 NVTH2O NVTH24 NVTH26 NVTH28 12 14 16 20 22 24 NV358 -26 NVTH30 26 NV358 -32 NVTH36 32 NV358 -44 NVTH48 44 Total No. of Fasteners in 2 Straps 10dx3" Total No. of Fasteners in Seat 10d x 3" Allowable Loads (Ibs) Uplift L1 L2 8 8 2245 1961 1839 10 8 2525 2206 2068 12 8 2808 2452 2298 14 8 3086 2697 2528 16 8 3367 2942 2758 Notes: 1. Minimum embedment into concrete 4 ". 2. Nails are necesary in straps and seat to achieve design Toads. 3. See Note 6 (Sheet 1) for combined Toad. 4. Nails through chords shall not force the truss plate on the opposite side. UPLIFT Truss plate required to transfer Toad to bottom chord Reinforcements Required TABLE 3: NV458 -- 14G Double NVTH Straps with 3 ply 18G seat Assembly Product Code 14G Strap Product Code Dimension H (inches) NV458 -12 NV458 -14 NV458 -16 NV458 -20 NV458 -22 NV458 -24 NVTH16 NVTH18 NVTH2O NVTH24 NVTH28 NVTH28 12 14 16 20 22 24 NV458 -26 NVTH30 26 NV458 -32 NVTH36 32 NV458 -44 NVTH48 44 3" NV358 Fee NV4581 A" NV358 516 "NV458 Side View 236" or i Concrete Tie Beam or Tie Beam formed with Concrete filled Masonry. Total No. of Fasteners in 2 Straps 10d x 3" Total No. of Fasteners in Seat 10d x 3" Allowable Loads (lbs) Uplift L1 L2 8 8 2245 2783 2078 10 8 2525 3131 2338 12 8 2806 3479 2597 14 8 3086 3827 2857 16 8 3367 4175 3117 Holes Dia.)fe" VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 Holes Dia. %" ale" i 380 Seat Detail NV358 and NV458 rxuaucr aeVtsio .comidying wide tbe Rad* Code Aemeldeor 1 V u! V u e Industries, Inc. 1053 -1059 East 29 Str Hialeah, Florida 3301; Phone: (305) 694 -039 Fox: (305) 694 -031 NV358 & NV458 WITH DOUBLE NVTH STRAF DWG #: NU -5 Sheet: 2 of 4 Date: APRIL 16. 2004 Revisions: July 5, 2009 russ Hi ' & Jack Han Header 2 -2X NVTHJ -26 as shown NVTHJ -28 similar Product Code NVTFII26 NV b a U.S. Patent No. 4984,253 Allowable Loads (Is) S. Pine Ups Loads 1931 UPLIFT Header Nails 16d (e) 16 20 Nail Schedule Hip Nail 10d Jack Nail 10d v b total a d total Ii'ggg Note: For 1 -2x members 10dx13" nails can be used b a KE-1 ( ISOMETRIC ) s(6+--- `L""'� Typ, ZOG Stud Plate Ties IKE IKE-2 UPLIFT L2 TYPICAL IKE1 INSTALATION NVTHJ 28 as shown NVTHJ 26 similar PRODUCT REVISED Bthe Flo anding Code >i�itaeton D ay VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 u — • u e Industries, Inc. 1053 -1059 East 29 St. Hialeah, Florida 33( (305) 694-0: Fax: (305) 694-0; Division Revisers: Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT Assembly Product Code Dimension H (inches) Total No. of Fasteners lOd Total No. of Fasteners in � 1 Allowable Loads abs) UPS 6 Ll 6 L2 6 NVSTAI2 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 g (inches) Total No. of Fasteners in two Straps l0d x 1" Total No. of Fasteners in 20 GA. Seat 10d x 15/" Allowable Loads (lbs) Uplift 6 P Uplift 5 P Ll 6 L2 6 NVHTAI2 12 10 6 1506 1766 1050 1450 12 6 1695 1987 1181 1631 NVHTA16 16 14 6 1883 2208 1312 1812 NVHTA20 . 20 16 6 2071 2429 1444 1994 18 6 2259 2649 1575 2175 NVHTA22 22 Notes: PRODUCT Mt 1. Nails are necessary in straps and sat to achieve, desing 1oa 2. See note 6, sheet 1 for combined loading. Accq cc a No(/��I P1t�kaI1Wfrfl..,. NVETA24 24 . 4. For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi concrete. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 taeFtards Nu -Vue 1nd,f h. 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694 -0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet: 2 of 4 Date: Feb 18, 2,008 Revisions: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1055 E. 29 Street Hialeah, Florida 33013 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Qov/buildingcode, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In 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 7y a Iudustries, inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product' s p c 4ene ral sia3np with the Notice of Acceptance number and expiration date by the Miami -Dade Cpt my t du °a Conii91 Division. MISSILE IMPACT RATING: None \r E\ +6° LABELING: Each unit shall bear a permanent label with the of' turers or ;logo, city, state and following statement: "Miami -Dade County Product Control f "e ved "} unless t the rise noted herein. �uti. RENEWAL of this NOA shall be considered after a renew • � 1ion'h beened and there has been no change in the applicable building code negatively affectin +i e of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 0516.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08 -0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 Page 1 Nu -Vue Industries, Inc. 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 D and sealed by C. R. Caudel, P.E. Report No. Wood Connector 1. PT # 03 -4303 NVTP4 2. PT # 03 -4343 NVTP4H 3. PT # 03 -4344 NVTP4 4. PT # 03 -4345 NVTP4H 5. PT # 03 -4349 NVS0236 6. PT # 03 -4357 NVS0236 7. PT # 03 -4358 NVJH24 8. PT # 03 -4385 NVJH26 9. PT # 03 -4386 NVS0236 10. PT # 03 -4387 NVJH28 "Submitted under NOA # 03- 0730.03" 1761 by Product Testing, Inc., signed Direction Upward Upward Upward Upward Up & Down Up & Down Up & Down Up & Down Up & Down Up & Down Date 04/21/03 05/05/03 05/01/03 05/02/03 05/19/03 05/20/03 05/30/03 05/30/03 05/13/03 05/30/03 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 /0/42 Carlos M. Utrera, P.E. oduct Control Examiner NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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. 0/2 /0? Carlos M. Utrera, P.E. oduct Control Examiner NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 E -2 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode 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 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 NVSNP, NV/NVTH, NVHC, NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -5, titled "Skewed Nail P t , 358A 458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and A $c " eavy Duty Anchors with Seat ", sheets 1 through 4 of 4, dated 04/15/04, with last r ` re ed /05 ", prepared by Nu -Vue Industries, Inc. signed and sealed by Vipin N. Tolat, P.E.,adY a unty Product Control revision stamp with the Notice of Acceptance number and expiratio daby , f wy�' " t s ade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manuf go, c '' , state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04-0510.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat ", sheets 1 through 4 of 4, dated 04/15/04, with last revision dated 07/05/09, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 04- 0510.03" Test reports on wood connectors per ASTM D and sealed by C. R. Caudel, P.E. Report No. Wood Connector 1. PT # 03 -4482 NVSNP3 2. PT # 03 -4625 NVHCL/R 3. PT # 04 -4641 NVSTA -24H 4. PT # 04 -4698 NVTH24 5. PT # 03 -4590 NVTH26/NV458 6. PT # 04 -4642 NVHTA -24H 7. PT # 03 -4543 NVTH2O/NV358 1761 by Product Testing, Inc., signed Direction Downward Up& Sideways Up& Sideways Up& Sideways Sideways Up& Sideways Up& Sideways Date 09/15/03 01/21/04 03/17/04 04/15/04 12/31/03 03/22/04 12/19/03 C. CALCULATIONS 1. Report of Design Capacities, dated 06/30/09, sheets 1 through 12 of 12, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 04- 0510.03" 2. Report of Design Capacities dated 04/27/04, sheet 1 through 12, prepared, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 s g afr9 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 M I A M EDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen Inc., 3737 Lakeport Blvd. Kalamath Falls, OR 97601 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 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraft" Outswing Double Steel Doors LMI APPROVAL DOCUMENT: Drawing No S- 2074 -01, titled u "Opa e'Steei; �', sheets 1 through 8 of 8, q 1 Eric S. Nielsen, P.E., prepared by PTC, LLC, dated 12-01-00 last revised on 08/09 /4'�,\ s�gn�a�,:�� Y bearing the Miami -Dade County Product Control Renewal statli l'cc of cceptance number and expiration date by the Miami Dade County Product Control Divisi9: MISSILE IMPACT RATING: Large and Small Missile LABELING: Each unit shall bear a permanent label with the G; ' ' s i or !ngo, city, state and following statement "Miami Dade County Product Control A a <'� ' ``,.herwiie" noted herein. RENEWAL of this NOA shall be considered after a renewal a , on ' . _ 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 # 01- 0122.11 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0509.07 Expiration Date: June 13, 2012 Approval Date: September 20, 2007 Page 1 Jeld -Wen Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS (transferred from file # 01- 0122.11) 1. Manufacturer's die drawings and sections. 2. Drawing No. S- 2074 -01, titled "Opaque Steel Doors ", sheets 1 thru 8 of 8, prepared by PTC, LLC, dated 12 -01-00 last revised on 08/09/07, signed and sealed by Eric S. Nielsen, P.E. B. TESTS (transferred from file # 01- 0122.11) original test conducted per SFBC, PA 201, 202 & 203 -94, now known as FBC, TAS 201, 202 and 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202- 94(Not tested) 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked up drawings and installation diagram of double outswing opaque steel doors, prepared by Certified Testing Laboratories, Test Report No(s) CTLA629W, dated January 15, 2001 and CTLA632W, dated January 05, 2001, both signed and sealed by Ramesh Patel, P.E. (This test reports have been revised by addendum letter dated August 23, 2001, issued by C; IL and signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, prepared by PTC, dated 4/27/07, signed and sealed by Eric S. Nielsen, P.E. 2 Anchor verification calculations, dated November 12, 2001 and revised an April 07, 2002, prepared, signed and sealed by Wendell W. Haney, P.E.( from file # 01- 0122.11) 3. Glazing complies with ASTM E- 1300 -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test report No. J99006660 -001 dated April 08, 1999, issued by Intertek Testing Services for expanded Polystyrene for smoke density per ASTM E84 -97A and self - ignition per ASTM -1929D signed and sealed by Doug Tucker, P.E 2. Tensile test report No. CTLA629W dated January 11, 2001 for steel face sheet per ASTM-E8/A370, issued by Certified Testing Lab, signed & sealed by Ramesh Patel, P.E. 3. Tensile test report No. CTLA632W dated January 11, 2001 for steel face sheet per ASTM E8/A370, issued by Certified Testing Lab, signed & sealed by Ramesh Patel, P.E. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated 04/27/07, signed by Eric S. Nielsen, P.E. 2. Statement letter of Lab compliance, as part of above referenced test reports. 3. Addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E. G. OTHER 1. This NOA renews NOA # 01- 0122.11, expired on June 13, 2007. 1 444`[ 1. Ctt 4 fshaq I. Chanda, P. E. Product Control Examiner NOA No 07-0509.07 Expiration Date: June 13, 2012 Approval Date: September 20, 2007 E -1 JELIEN® Steel 87JEL,STEELEGE &7 -0 OPAQUE 0111S NG IMPACT/VCR NA HOLLOW METAL FRAME OEMER N AL OTES 1. THIS PRODUCT IS DESiGNED TO COMPLY WITH THE 2004 UIOCUECNO " ) RAND IGHVELO� HRRIIAE ZE (HVHZREQUIREM NTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERULL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. FITTED WITH MEETS THE W TTER REQUIREMENTS FOR (Hi/HZ). SEE TABLE I, PAGE 1. 8. PRODUCT FITTED WITH BUMP THRESHOI,Q ONLY MEETS THE WATER INFILTRATION REQUIREMENTS FOR (HVHZ) WITH THE 3' -0° SINGLE UNiT SEE TABLE i, PAGE 1, & NOTE 1. RESIDENTIAL i NSUdATEO BTBEL DOOR W /STEEL EDGE i0ea migg tae0 Preens wm4darrel Mlik,W_CAX3 MCTION: Face sheets: 24 ga. (0.021'' minimum thickness, Galvanized Steel A -525 commercial quality - AKDQ per ASTM 820. For "flush" doors the minimum average yield strength Is: Fy =53850 pet. par CTLA -632W. Core design; Expanded polystyrene with 1.0 to 1.25 lb/CF denelty, by JELD -WEN INC. Panel Construction; The steel fade sheets are glued to the expanded polystyrene (EPS). The top and bottom rail and aide stiles are roll formed of steel (0.040" min.). The face akin is rolled over the stiles and top roll to make a mechanical look. At the bottom the face skin is bent 90' over the rail. A wood lock block reinforcement is used. Frame Construction (Both Frame types); The head and side jambe are a one piece formed steel frame of 18GA galvanized steel. The comers are mitered 45'. The side jambe have tabs welded to their upper portion, which are Inserted into elote in the header and bent over 90' to form a mechanical lock with the header. The unite use either a bump face or high dam threshold. TABLE OF CONTENTS SHT # 3 4 DESCRIPTION 5 B 7 8 ` 0' •NTA A'• SS CM' r• AL -OSS SECTIONS WRING L.- i1ONS, DETAILS AND ANCHORS ANCHORING LOCATTIONS, DETAILS/ AND ANCHORS UNIT COMPONENTS AND DOOR 4xOSLS HO 82" MAX. OVERALL FRAME HEIGHT 79.25" MAX. PANEL HEIGHT 76" MAX. OVERALL FRAME WiDTH --- �-- 0.125" 38.125" PANEL 36" MAX. W/ ASTRAGAL PANEL WIDTH D , cm El 0.83" - 4 IRO WV SURFACE BOLTS ON INACTIVE DOOR, MOUNTED ON INSIDE. WEWED FROM THE ELEVATION EG ELEVATIO 88.75" OVERALL FRAME HEIGHT 40.25" MAX. --- OVERALL -- FRAME WIDTH 38" MAX. rPANEL WIDTH 84" MAX. PANEL HEIGHT TABLE 1; DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS ttQI NEEDED 3' -0" X 7' -0" W/ BUMP FACE THRESHOLD MAX +80 PSF / -80 PSF (SEE INSTALLATIONS) N/A 8'- t B MG14 +85 PSF / -85 PSF N/A 8' -0" X 8' -8" WRH BUMP FACE THRESHOLD N/A +55 PSF / -58 PSF (SEE NOTE 1 BELOW) CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 2004 FBC. 0.83" - • v 4 143( V' x VIEWED FROM THE EXT ELEVATION Edo 5. Fbrkta P.E No. 41323 1535 Roc L C25 F@PE Certificate of Authority Na. 25935 v PRODUUCT C"da RENEWED with me Florqda Mumma Nice ?•0 07 NiltIrtive Division 1Teafiel gi 5 5 5 1 i8 1 1 1 1 1 1 1 s 1 v. W N es) =It Prepared Ely; alIMANINEWSIMP FTC, LLC Phone: 321 -690 -1788 Fax 321 - 8910 -1789 2-0 1 -00 RAE N.T.S. Dam. sr, TJH cret. art RW OwAew N04 9-2074-01 %Ea _L OrIL. SURFACE BOLTS ARE FOR INACTIVE DOOR LEAF =MB = 84" MAX. PANEL HEIGHT = 79.25" MAX. PANEL HEIGHT — FOR ITEM #39, THE 1/4" ELCO TAPCON, USE 2.0" MIN. EMBED. AND 2.5" MIN. EDGE DISTANCE. — FOR ITEM #40, THE 3/8" RAWL TAPPER, USE 2.5" MIN. EMBED AND 6" MIN. EDGE DISTANCE IN CONCRETE. 7'—O" = 86.75" (SINGLE) OVERALL FRAME HEIGHT 6'-8" = 82" (DOUBLE) OVERALL FRAME HEIGHT 1.75" MIN. PANEL THK. 2.5" MIN. EDGE DIST. XI Z. 1k !, W/HIGH DAM THRESHOLD 0.62" 1.25" MIN._ EMBED. 1.75" MIN. PANEL TliK. SURFACE BOLTS ARE FOR INACTIVE DOOR LEAF 1.75" MIN. DGE DIST 1.25" MIN. EMBED. 1131,. t _ W/BUMPFACE THRESHOLD DESCRIPTION MATERIAL 1 DOOR, SittL FACE SHEET 2404. (.021" MIN.) STEEL 2 3 4 5 6 7 8 HOLLOW METAL FRAME HEAD JAMB (8Y FLEMING) HOLLOW METAL FRAME HINGE JAWS (BY FLEMING HOLLOW METAL FRAME LATCH JAMB (BY FLEMING) HIGH DAM THRESHOLD (MPERIAL) STEEL STEEL STEEL 4" x 4' BUTT HINGE 120A STEEL (.097" MIN) (BY HAGER) #9 X 1' PFH WOOD SCREW (HINGE fo Doot) #10-24 x 3/4' EH MACHINE SCREW (HINGE TO FRAME) ALUM. STEEL STEEL 9 SIUCONE CAULK SILICONE 10 11 #10 x 1" PAN HEAD SHEET METAL SCREW 1/4" TAPCON (SELECT FOR 1-1/4" MIN EMBEDMENT) STEEL STEEL 12 BUMPFACE THRESHOLD (OMURA) ALUM. 13 COMPRESSION WEATHERSTRIP (SCHLEGEL 0—LON QDS 850) FOAM 14 15 TOP RAIL 1.73' x 1.20° x 0.040° THK. BOTTOM RAIL 1.73" x 1.20" x 0,040' THK. STEEL 18 17 18 19 20 21 SIDE STILE 1.73' x 1,20' x 0.040" THK. SURFACE BOLT SPACER (BY IVES) STEEL STRUCTURAL STEEL STUD 50.125" MIN. WEB THICKNESS) WOOD LOCK BLOCK (1.73 x 3.0" x 11.751 PLASTIC STEEL 1.18" x 1.18" MDF BOARD (FULL LENGTH OF DOOR STILES) STEEL 2—ASTRAGAL WOOD MDT STEEL 22 23 EXPANDED POLYSTYRENE (1.0 to 1.25 lb/CF DOWRY) BY JELD—WEN MASONRY / CONCRETE FOAM CONCRETE 24 2X WOOD BUCK WOOD 25 KWIKSET TITAN 700 SERIES KNOB 26 KWIKSET TITAN 700 SERIES DEADBOLT 27 61000/METAL STUD ANCHOR (SEE SHEET 8) STEEL 28 DRYWALL COMPRESSION ANCHOR (SEE SHEET 7) 29 BUTTERFLY ANCHOR (SEE SHEET 5 & 8) STEEL 30 31 32 33 34 Z—ANCHOR (SEE SHEET 8) T—ANCHOR (SEE SHEET 5) STEEL FRAME HINGE REINFORCEMENT PLATE (FLEMING & KEWANEE) #10 PHIWPS FLATHEAD WOOD SCREW (SELECT FOR 1 1/2 MIN. EMBED.) COMPRESSION WEATHERSTRIP (SCHLEGEL. C—LON QDST on) STEEL STEEL STEEL FOAM 38 YALE KNOB HERITAGE SERIES 38 YALE DEADBOLT HERITAGE SERIES .37 38 39 #12-24 x 3/4" F.H. MACHINE SCREW STRIKE PIXIE TO FRAME) #10 PHIWPS PANHEAD SCREW (SELE�T FOR 1 1/2" MIN. EMBED.) ihr. FIAT HEAD PHIWPS TAPCON ELCO STEEL STEEL STEEL 40 41 42 43 44 45 3/8" x 5" FIAT HEAD PHIWPS TAPPER BY RAWL if NES SURFACE BOLT 454 (8" x 0.25" STEEL) 5/18` SE( BOLT w/ 10-24 MIS (SURFACE BOLT ATTACHMENT) H.M.F. HEAD JAMS SY KEWANEE) H.M.F. HINGE JAMB BY KEWANEE) H.M.F. LATCH JAMB BY KEWANEE) STEEL STEEL STEEL STEEL STEEL STEEL 46 SURFACE BOLT STRIKE PLATE STEEL paontrcramwat a, eautailas with the Florida guiding Code Accoteanotetate? ibeiration 17— aallo..1. Bodo Division g 1 5 5 5 1 1 1 1 1 11; 9 / 1535, N. Cowan St., Suite 025 Welds*, a 32955 F8PE Certificate of Authority No. 25935 Prepared By: ■iuminioM, PTC, LLC Row 321-690-1788 Fare 321480-1789 2 cou.watootosqk DAM 12-01-00 SCALE N.T.S. on. TJH ow. FM RW mom NO S-2074-02 MET 2 or EXTERIOR FINISH BY OTHERS WELDED TO FRAME .5" MIN. EMB, SEE NOTE Typ, 1 AND 2 1.75" MIN. PANEL THK. J EXTERIOR FINISH BY OTHER 0.75" MIN. EDGE DIST. WHEN ATTACHING TO A METAL STUD USE ITEM #10 1.S STRUCTURAL WOOD OR STEEL MEMBERS MUST CARRY 142 # /ft LOAD AND THE STRUCTURAL MEMBERS MUST BE VERIFIED BY THE APPROPRIATE OFFICIAL 2. STUD ANCHOR, ITEM #27, INSTALLS BEFORE DRYWALL 3. FOR ITEM #37, SPACING FROM TOP DOWN IS AS FOLLOWS: 1 1/8", 8 1/8 ", 17 7/8 °, 28 3/8; 38 3/4", 48 5/8", 85 3/8° & 77 3/8" 1/4" ELCO TAPCONS 3/8° RAWL TAPPER 1.75" MIN. PANEL THK. IN EBMQ@ 12 -24 x 3/4" (EXMIOR RH. MACHINE SCREW SEE NOTE 3 O3 HORIZONTAL CROSS SECTION (SINGLE DOOR) LATCH JAMB TO WOOD OR METAL STUD W/A WOOD /METAL STUD ANCHOR 1.75" MIN. PANEL THK. 1� • .a.i...':,. ;.' \ _ail 4 • •' O3 HORIZONTAL CROSS SECTION HINGE JAMB TO CONCRETE / MASONRY WITH BUTTERFLY ANCHOR OHORIZONTAL CROSS SECTION AT 2—ASTRAGAL THE SURFACE BOLTS ARE ON INTERIOR OF INACTIVE DOOR ONLY, AT TOP & BOTTOM. FOR 1/4" ELCO TAPCON: USE 2.50" MIN. EDGE DIST. — FOR 3/8" RAWL TAPPER: USE 6" MIN. EDGE DIST. IN CONCRETE. FOR 1/4" ELCO TAPCON: USE 2.50° MIN. EDGE DIST. — FOR 3/8" RAWL TAPPER: USE 6" MIN. EDGE DIST. IN CONCRETE. FOR 1/4" ELCO TAPCON, USE 2.0° MIN. EMBED. FOR 3/8" RAWL TAPPER, USE 2.5" MIN. EMBED. AeiNiesen Florida P.E No. 41323 1535 Rockledge, I. � C25 FRPE Certificate 10 of Authority No. 25935 PRODUCT RENEWED e"'"t6 norigo to Dui, noa w0 °' � (, Aron - Control gi hi: icq is 5 5 5 1 1 e 1 t 1 1 Prepared %. PTC, LLC Phone: 321 -680 -1788 Fmc 321 -690 -1768 DAFT 4 W Qum 12-0 22 vn 1 b'Fi &ES M 1& CM BY TJH oar. eta RW OR NO S- 2074 -03 SHED' i of 8 0.50" REF SEE NOTES 1 AND 2 #10 x 1" PAN HEAD SHEET METAL SCR EXTERIOR FINISH BY OTHERS tH2NS: 1. STRUCTURAL WOOD OR STEEL MEMBERS MUST CARRY 142 IF/ft LOAD AND THE STRUCTURAL MEMBERS MUST BE VERIFIED BY THE APPROPRIATE OFFICIAL 2. Z-ANCHOR ITEM #30 INSTALLS BEFORE DRYWALL _ 1.75" MIN. PANEL THK. WOW ArA Ok . -0 Tar I*. LATCH JAMB TO METAL STUD WITH Z-ANCHOR CO ED 0 0 CD 0.75° MIN. EDGE DIST. 1 75" MIN. PANEL THK. #10 PHILLIPS FLATHEAD WOOD SCREW (SELECT FOR 1 1/2" MIN. EMBED.) fREF 0.50" _ 1.75° MIN. PANEL THK. NO SHIM SPACE ON NEW MASONRY CONSTRUCTION THE FRAME MUST BE GROUT FILLED OR THE T-ANCHOR MUST BE WELDED TO THE H.M.F. 10,8° MIN EMBEDMENT MIN 2250 PSI CONCRETE YAM 6' 0 SEE NOTE 1 MIN. EDGE DIST. 401 ;•-s _ IOI •ft HINGE JAMB TO WOOD STUD WITH COMPRESSION ANCHOR VA 1.50" MIN, EMBED. (TT) UMW c.)HORIZONTAL CROSS SECTION HINGE JAMB TO MASONRY WITH T-ANCHORS (TOTAL 5 PER JAMB, 18° MAX 0.C. SPACING) ParDIJCr BOUM adVavith an pm* aroAlergetk joearetr7 Lk &VP Didekm 0 j 5 5 5 5 1 1 1 Edo & Reda P.E No. 41323 1535 N. Cogevel1 St., Suite C25 Rockledge FL 32035 fSPE Certificate o I Authority Na. 25935 Prepared eft PTC, LIC Plum 321-600-1755 Fax 321-890-1789 1 2- 01 1 Mat N.T.S. ota. TJH WIC RW DRAMMOMU 5-2074-04 SHEET OF _IL 86.75° MAX. FRAME HEIGHT 5.50 34.50" - 6.00" (1YP.) • 24.90" MAX. (TYP.) I 40.25° MAX. --lr 31.75" (,.) 0 PRESSURE' ESIGA( P ESS EXT. I +80 paf INT. -80 paf --I I— 6.00" FROM CORNER TYP. p RIfiTF Y W 1 NOHOR (4) REQ'D PER JAMB USED W /ITEM #39 ABOVE t - .045" ANCHORING LOCATIONS 3' -0" x 7' -0" OUTSWING VIEWED FROM EXTERIOR Fy MIN. m 43000 pel t MIN. - 18ga (0481 2C�•( 0.75 1.75 "'` MASONRY T- ANGNOR (5) REQ'D PER .JAMB 18" MAX. 0.0. SPACING FOR APPLICATIONS NOT UTiLIZINQ 9(ISTINO MASONRY ANCHOr[S. "r6g 82.00" MAX. FRAME HEIGHT Zig Zg 6.00" (TYP.) 23.33" MAX. 0.C. (•) 7.00" FROM CORNER TYP. DErALLEL STRIKE DEADBOLT PLATE TO FRAME OR ASTRAGAL 76.0° MAX. DETAR11 23" 23" 8.50" 8.50 " /-� L12 • ANCHORING LOCATIONS 6 -0 x 6 -8 OUTSWING VIEWED FROM EXTERIOR 5.50" 37.63" 9.38° 31.00° (.) DDEETNL10 DESIGN PRESSURE EXT. +55 oaf IN . I -55 we HINGE TO JAW & DOOR SURFACE H BIKE SURFACE IK motArentrawan =With Ib11a * Atteptwe - .off ?plL Di l DMyb" �1°t Ertel. Nlele6n Pardo P.E Na 41323 1535 N. Cogaeall St„ Suite 025 Rockledge, FL 32955 WE Cogitate of Authority No. 25935 Prepared By. Pit LLC Phone: 321- 690 -1788 Fax 321- 690 -1789 io ;:d 5 1 1 1 OMB 5 1 1 SCALE: N.T.S. W sn TJH awr. aft RW ORONO No: 5- 2074 -05 war 5 oF5 82.00" MAX. FRAME HEIGHT 5.50" 34.50" 6.00" TYP. 35.00" MAX. 0.C, ( .) 40.25" MAX. ---1 6.00" FROM CORNER TYP. p DESIGN PRESSURE EXT. +55 oaf INT. —55 aaf B1fITERFI.Y WALL ANCHOR 35° (3) O SPACING AS � B4O ABOVE tm0.048" ANCHORING LOCATIONS 3' -0" x 7' -0" OUTSWING VIEWED FROM EXTERIOR 9.75" 31.75" ODAIL10 ALTERNATE ANCypR TYPES NOT UTILIZING _ITEM #4Q Fy - 43,000 pet MIN. t m 0.053° MIN. 5.125" 1.75" Do/COMM STUD ANC (3) REQ' PER JAM B 35" 0.C. SPACING AS ITEM #40 ABOVE F1r - 4.3,000 psi MIN. t m 0.053° MIN. 1.75"x' 3.0° 1,0" 0.75" �1.0° 76.0" MAX. I - f.__ 6.00" - (TYP.)- ,..., 82.00" MAX. FRAME HEIGHT 35.00" MAX. (TYP.) ATTACH TO WOO STUD USING; ITEM X138 (2) PER STRAP (4) TOTAL PER ANCHOR ATTACH '10 MET r STD USING: ITEM #10 (2) PER STRAP (4) TOTAL PER ANCHOR (3) REQ'OPLR JAMS 35" 0.0. SPACING AS ITEM /40 ABOVE ATTACH TO WOOD STUD USING IIEM #38 (2) PER ANCHOR ATTACH TO METAL STUD USING1 ITEM #10 (2) PER ANCHOR i 7.00" FROM CORNER TYP. SEE DETAILI 1 221 23 "— 23" 8.5" EE %DETAIL 12 ANCHORING LOCATIONS 6' -0" x 6' -8" OUTSWING VIEWED FROM EXTERIOR STRIKE &QDFADDBBOLT PLATE HINGE TO JAMS ifc DOOR TO FRAME OR ASTRAGAL PRODUCT IMMO) �4 u "Ded" Caanet�` 1 938" rig 7 31.00" L 5.50" 37.63" DESIGN PRESSURE INT. TYP. SEE L 10 SURFACE SOLT STRIKE PLATE TO 'HEADER Etta S. Florida P.E. No. 41323 1535 N. Coga!mit St., Suite C25 Rockledge, FL 32955 FUPE CertUBaato of Authority No. 25935 SURFACE BOLT STRIKE PLATE TO THREASHOLD 5 a 1 1 Balaig CO 1..W q V 10.11. Prepared Bp A PTC, LLC Phone: 321- 890 -1788 Fax: 321 - 890 -1789 are 12 -01-00 SAE N.T.S. P . BY TJH cox. en RW OWING NO.1 S- 2074 -06 emir 8 or ANCHORING LOCATION$ 3' -0" x 7' -0" OUTSWING VIEWED FROM EXTERIOR DRYWALL COMPRFSSION ANCHOR (1)_REC'D PER JAMB AT THE TOP. SECURE BOTTOM OF EACH JAMB WITH (2) ITEM #3.3 SCREW. FRONT & BACK 82.00" MAX. FRAME HEIGHT l_jrm. ... 7.00" FROM 2 CORNER TYP. TM. PLACES '-- 6.00" TYP. $• 2333" MAX. Zit 76.0" MAX. SEE DETAIL 11 9.38" 31.00" TYP. 1.00" 0.63" TYP. 8.5" 8.5" 23" 23" SEE DETAIL 12 1 ANCHORING LOCATIONS 6' -0" x 6' -8" OUTSWING VIEWED FROM EXTERIOR TYP. 2 PLACES SEE DETAIL 10 lEalLaft DETAIL IQ DETAILl.)� I DETAIL 12 STRIKE &DMDBOLT PLATE HINGE 70 JAMB & DOOR SURFACE 80LT STRIKE SURFACE BOLT STRIKE TO FRAME OR ASTRAGAL PLATE TO HEADER PLATE TO THREASHOLD NOTES: STRUCTURAL WOOD OR STEEL MEMBERS MUST CARRY 142 # /ft LOAD AND THE STRUCTURAL MEMBERS MUST BE VERIFIED BY THE APPROPRIATE OFFICIAL. PRODUCT RENEWED M! Wifil Th. Boddiag Coo A q to On 07 Dade turbo Central Division Erk Florida RE. No. 41323 1535 N. Cogswell St, Sulfa C25 RookIedge, FL 32055 FRPE CertifIcate of Authority Na. 25935 gi h I; g11 5 5 5 i9 1 1 1 1 1 Prepared By: PIC, LW Picnax 321 -690 -1788 For 321- 690 -1789 CO 1. W CC1 CM Ale • + 12-01 -00 scam N.T.S. owa. MI TJH CHIC Etil RW ONIONS Nat S- 2074 -07 SHEET J OF 8 FRAME HINGE REINFORCEMENT 32 KEWANEE FRAME 70A HOT ROLLED STEEL MAX. PANEL WIDTH 38" 7 7' -0" MAX. PANEL a° 84° 6' -8" MAX. PANEL = 79.25" 0.38" 1 2.22° H 4.04" 0.81" 1.00" QUTSWING RUMP FACE THRESHOLQ 12 0.053" EXTRUDED ALUMINUM 1.75" 2" --I-- 3.25" 5.25" QUTSWING HIGH DAM THRESHOLD 0.053° EXTRUDED ALUMINUM l 0.17" - OFFSET E7 ==== 1 !- 4.50" -1 I 8.00 ° 8.00" 0.1L�� 0.66° __r I 0.15° 1-11 17(158" FRAME WEATHERSRTIP SCHLEGEL Q -LON QDST675 r 0.35° it Ai_ 0.97° 0.50" I� f-- 0.14" 0.53" THRESHOLD WEATHERSRTIP WEATHERSRTIP 13 SCHLEGEL Q -LON QDS650 0.17" 0.11" 0.10" OFFS FRAME HINGE REINFORCEMENT 32 FLEMING FRAME 7GA HOT ROLLED STEEL. 60101 1.03" �-- 2.00" - 2.00" -T 1.03° Z- ASTRAGAL 21 0.061" FORMED STEEL O dELD -WEN STEEL. STEEL EDGE DOORS 7' -0" & 6' -8" DOOR MODELS 1,73" 1.27" 2 " DOOR TOP RAIL & SIDE STILE$ 0.040" ROLL FORMED STEEL 0.25" I r ---1- nn nn 1.20" JUL__L --I 1.73" F- 15 VARIES W/ WALL SIZE 0.50° (5.625" MIN. WIDTH) 2.00" L 0.63" 0.50 " 2.00" 1.62° STEEL HOLLOW METAL FRAME PROFILE 180A. STEEL, KEWANEE & FLEMING 8.00" 0.75" MP. 2.03" TIP. Florida canIkelog Mai the , Baia •RmIganca No:' '=X aviation Date DOOR STEEL 801TOM RAIL- 1040" ROLL FORMED gral BY SURFACE IVES MODEL #455 BOLT (0.25" STEEL) 2.88" --{ 2.00" 1.00" • or Malden 0.38" 0.75" 0.75" SURFACE BOLT STRIKE PLATE AT THRESHOLD 48 FOR IVES MODEL #455 (0.125" THICK STEEL) 2.03° 1.50" 0.75" SURFACE 8OLT FOR IVES MODEL #4555(0 50" THICK) 17 Erie Florida P.E No. 41323 1535 N. Cogswell St„ Suite 025 FL 32955 PEPE RCerNtkote or Authority No. 25935 011 1:4 ;Tig la 5 5 1 1 1 1 2 t7 Prepared * PTC, LLC Phone: 321-890 -1788 roc 321- 880 -1789 } 1,. u 0 2 -01-00 Ballt N.T.S. DV& 9Yi TJH oft sn RW DRAWING NO.4 S- 2074 -08 sx r 8 or d t' u N u -c 0 Id a a m a m N c 0 E -o c d s rn U N m 0 0 0 s 1- Orzjer'ed By: • "lotw! A l ' ' olt48t__ _ . I � T -§ Roberto & Associates Title Agency & Closing Services, Inc.. PROPERTY ADDRESS: 565 NE 101 STREET, MIAMI SHORES, Florida 33138 SURVEY NUMBER: FL1008.0565 FIELD WORK DATE: 8/11/2010 REVISION FL 1008.0565 BOUNDARY SURVEY MIAMI-DADE COUNTY 1/2° PIP ,• NO ID DATE(S): =N (rev.1 8/13/2010) ALLEY 5 89 °58'57" E 100. I I' (M) 100.00' (P) WM I/2" FIP NO ID 4, 2.0' N _ a. 03 O • 9 —_ LOT 20 c BLK 94 o RESIDENCE O 1.8' --� 1/2" FIP NO ID A '111 9.2' in 03 _ Q u LOT 23 In �- BLK 94 p RESIDENCE 1/2' PIP 5 89 °59'00" W 1 02.79' (M) NO ID 1 02.581 (P) • z r 26.9' I STY. RE5 #565 t•-: 6 v 20.3' _ _ ' 1 N e 1.8' 0,% ,,4 IV. W 20.9' 2.2 , •1� J I5.4' i • 10.60 10.0 s , ALL LOT 2 I BLK 94 .,.. : : .i': I k I ;LOT 2► N I 6L 94 1 I 1 0�� .... s t • . • t&Y.✓ : 5' CONC. SAM FDH WEST 100.00�•(F) WEST 100. 16' (M) B .R. (ASSUMED) „I 0,4 © BM. COR. i. `" r ' .„ Aee,IllyrrJi/rAy /111fyry,„, )( r yr 11; 54;iffr r :4# ( A Aer. N1. vAL /hereby prope know/ed• that mee OfProfessio FloridaAdminis(- Jy ,, q `0 SB NU TG), ` 9 , NOTES; 4512 LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWER FENCE OWNERSHIP NOT DETERMINED - - at • of the hereon described NO POINT5 OF INTEREST OBSERVED AT THE TIME OP SURVEY . , on, and to the best of my : d belie k-tpue and :j rate representation ofa survey i inirnJrkfi rnical cards set forth by the F/orlda Board . ; . Surve • -.. - ,escribed in Chapter 5J-17 of the 40 0 20 40 , 6:•.:r ra PAUL M. VALENTINE GRAPHIC SCALE (In Feet) State of Florida Professional Surveyor and N)apper r � LicenseNo.4512 1 inch = 40' ft. •) • Jnl' V1114, UM BD Use ofThis Survey for Purposes other than Intended, Without Written Verification, will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST: None Visible 411, FLOOD INFORMATION: By performing a search at www.fema.gov, it appears to be the property to be located in a X zone with a Base Flood Elevation of N /A. This Property was found in VILLAGE OF MAIMI SHORES, and community number 120652, dated 09 /11/2009. CLIENT NUMBER:10 -176 DATE: 8/13/2010 `,044 v. , Exacta Land Surveryors Inc is a a - foil service bonded land survey firm IIIIII1i A registered with the state of Florida. 4, •r�1� BUYER: EDUARDO MORAN , SOPHIA LORAN SELLER: MORISA CONDE JEFFREY VIGIL _ r EXACTA Miami Office Land Surveyors, Inc. P: 305.668,6169 Surveyors, Inc. LB # 7337 CERTIFIED TO: EDUARDO MORAN ,SOPHIA LORAN; ROBERTO AND CHICAGO TITLE COMPANY ; PROSPECT MORTGAGE LLC ; ITS SUCCESSORS AND /OR ASSIGNS Exacta Land : F: 305.668.6325. This is page 1 of 2 and is not valid without all pages. P 9 P g 1514 San Ignacio Avenue., Ste.100 Miami, FL 33146 www.exactaland.com ".. REPORT OF SURVEY FL1008.0565 s. This is page 2 of 2 and is not valid without all pages. ;)ln LEGAL DESCRIPTION: Lots 21 AND 22, Block 94, AMENDED PLAT OF MIAMI SHORES, according to the plat thereof, as recorded in Plat Book 15, Page 14 of the Public Records of MIAMI -DADE County, Florida. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF WEST, IS BASED ON THE NORTHERLY RIGHT OF WAY LINE OF N,E. 101ST STREET LOCATED WITHIN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located onthis survey map. 3. If there is a septic tank, or drain field shown on this survey, the location is approximate, and was determined by visuabbove ground inspection only, and cannot be relied on for accuracy. 4. This survey is exclusively for the use of the pa-ties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without writtenconsent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Reseach to obtain such data was performed atwww.fema.gov. 9. All comers marked as set are iron rebar with a cap stamped EXACTA #5699. 10. If you are reading this survey in an electronic format, the information contained on this document in only valid if this document is electronically signed. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been 'Lotted at the center of the field location, and may not represent the actual shape or size of the feature. LEGEND: pOUNDARYUNE SURVEYORS LEGEND NC AIR CONDITIONING D. DENT PICATION SCR, SC REEN S.R. BEARING REFERENCE R IRON ROD SPY. ;STORY s tRUCIURE BLK, BLOCK IP IRON PIPE ,L, UNE LICENSE A - BU91S —1 (C) CALCULATED LB NES SAN SIDEWALK I CAN CABLE IV R19ER L59 LICENSE A - SURVEYOR S,C.I. SURVEY CLOSURE Y NE CONRETL' BLOCK WALL c- CENTER Like L.P. L +GMT P091 9:T.L. SURVEY TIE UNE C;HAN LINK �r WARE PENCE CONC. CONCRETE MN MEASURED TEL. TELEPHONE YACI C.V.G. CONCRETE VALLEY GUTTER N.o D. NAIL 4 DISK UTlE9 WOOD PENCE CJs CONCVEIC SLAB NY.. NON RPOIAL 7.0,5. TROP BANK. TJt TRANSFORMER ■R47V PGrJCC C9FN CONCRETE SIDEWALK +1.T,9, NOT T09CALE rim, TYPICAL co. COVERED PORCH 0 H. L. OVERHEAD LINE EA3tMEN1 - - - WIC UvITNE99 CORNER COR. CORNER OH, OVERHANG Crx'C 63° WATER (D) DEED PK NAIL PARKER -RALON NAIL WM WATER METER -. - -... 0J ()RILI. HOLE P9+0 PROFESSIONAL SURVEYOR AND MAPPER wM WATER METER.. WOOD C N:.F6'EIE DNV DRIVEWAY PL9 PROFESSIONAL LAND SURVEYOR AP D.P. DAA'iN rr u in PLAT EUS ELECTRIC UTILITY 805 Pr% POOL EC7JIPMENi A.E. ANCHOR EASEMENT `Y 7 tirtl K 4'r TILE ENCL. ENCLOSURE C.M.E. CANAL MAINTENANC& P_0.8, POINT Or BEGINNING E. Of EPEZ or PAVEMENT P.O.C. POINT Or COMMENCEMeNT EA`,WoarT WAI7R, COVERED AREA r -a,W. ET#)E Of WATER P.T. POINT Or TANGENCY C.U.E. COUNTY UTILITY MAT. �Ir,, P,t PENCE I INE P.C. POINT Of CURVATURE D.E. DRAINAGE EA9EA1GNt MN i *.r�� Sop PENCE P051 P G.C. POINT OP COMPOUND CURVATURE EMT. EASEMENT • BENCHMARK (F) Fe'LO P ft POINT Of REVERSE CURVATURE I ,E,Jt.E. INGRESS/ EGRESS ESNII. CA,- C.ag PPJI CA:CULATED POINT P.P. P:NI0HED rL00P> P.CP. PERMANENT CONTROL rO<'NT L.A.E. LIMHED AC T. d CGhJTRAI ANf'I -C or rl6LTA PL'L FLORIDA POWTS. 4 Li0Ht P.R.M, PERMANENT RErERENC MONUMENT L,D.t. LANDSCAPE F4UPPER 3MT. • CENTRAttl. POINT ra, POUND DRILL HOLE R. RADIUS Cr RADIAL L.M.E. LAKE or LANDSCAPE PIRG POUND IRON ROD 4 CAP RAD. RADA. TIE MAINTE *1ANC.E EASEMENT • ClA +!CRETE MONUMENT 'IIIIiII CAIt H t',A;31M PIPE POUND IRON PPE $ CAP RES. RG'31DENCE M.E. MANNTENENCE EASEMENT CiEVAI ^0N nip POUND IRON ROD RW RIGHT OP WAY P.D.E. PUBLIC UTILITY EASEMENT PIP POUND IRON PIPE 9N4D SET NAIL 4 OaC L9i'7337 R.O.t. ROOF OVERHANG 05MT. PARE rProRANr PGM rouND CONCRETE MONUMENT A =RC BET IRON ROD s CAP 5.07337 S.W.E. SIDEWALK E9f.7r. MANPIO.t TALE TECHNOLOGICAL UTIUMY I RPe INCH POUND NAIL 4 DISC SOH SET DRILL HOE EASEMENT 4 UMW., POLE rNATr SOUND NAIL 4 TN TAB 9EP. 9EPNC SANK U.E UTILITY EASEMENT PND POUND SEW. SEWER 0 WELL GAR ARA,GE T W G 9. W �G ALL ELECTRONIC SIGNATURE: In order to°Electronically Sign" all of the PDFs sent by STARS, you must use a hash calculator. A free online hash calculator is available at hrtp: / /www.fileformai .info /tog! /md5sum_hcm To Electronically Sign any survey PDF: 1. Save the PDF onto your computer. 2. Use the online tool at http:// www .nleformat.info /t9ol /md5sum.htm to browse for the saved PDF on your computer. 3. Select the Hash Method as SHA. 4. Click Submit Your PDF Is electronically signed if all of the characters in the SHA -1 code submitted by STARS matches the code which is produced by the hash calculator. If they match exactly, your PDF is electronically signed. If the codes do not match exactly, your PDF is not authentic PRINTING INSTRUCTIONS: While viewing the survey in Adobe Reader, select the "Print' button underthe "File "tab. Select a color printer with legal sized paper. Under "Print Range° dick select the All "toggle. Underthe "Page Handling "section, select the number of copies that you would like to print, Underthe °Page Scaling °selection drop down menu, select °None° Unchedc the Auto Rotate and Center°cheddTOx Check the "Choose Paper size by PDF°checkbox CIIck OK to print OFFER VALID ONLY FOR: EDUARDO MORAN ,SOPHIA LORAN COUPON M PUTTING IN A POOL? BUILDING A N A D D I T I O N ? BUILDING A FENCE? O /o O F F a ny future surveying services on this property EXACTA FL P: 305.668.6169 1514 San Ignacio Avenue., Ste.100 F: 305.668.6325 Land Surveyors, Inc. Miami, FL 33146 www.exactaland.com APPENDIX 13-D Effective March 1, 2009 IFORM 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Corhponent Prescriptive Method, ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Budding Code, Residential or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 11008 for single -and multiple- family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new healing, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and all applicable mandatory requirements summarized in Table 113 -2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchapter 13-6 of the appfinable code. PROJECT NAME AND ADDRESS: Addition, BUILDER: 565 NE 101 ST PERMOTING OFFICE: Miami Shores, FL OWNER; Mr. & Mrs. Eduardo Moran PERMIT NO.: 1 1 I 1 1 1 1 JURISDICTION NO.: 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 1113-1 on page 2). 2. Fill in all the applicable spaces of the "To Be Installed° column on °Table 1113-1 with the information requested. All "To Be Installed° values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the °To Be Installed° column information. 4. Read °Minimum Requirements for All Pact °, Table 1113-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By° certification statmnent at the bottom of page 1. The owner or owner's agent must also sign and date the form 1. New construction, : dditio , or existing building 2. tied or muitipth- family attached 3. If multiple- family -No. of units covered by this submission 4. Is this a worst else? (yeslno) 5. Conditioned floor area (Sq. fL) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R-value) d. Concrete, raised (R- value) e. Concrete, common (R- values) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R -val b� Adjacenh 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (mss: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat Installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP- gas, solar, heat rec., ded. heat pump, other. none) Please Print CK 1. 361 sqf 2. 3. 4. 5. 295 sqf N/A No 6a. 6b. Sc. 41 sq. fL 7. 13 8a. R= lin.ft. 8b: R= sq.f . 8c. R= 8LR= sq.ft. 8e. R= 361 sq.ft. 9a-1. R= 4.0 387 sq.ft, 9a-2. R= sq.ft 9b-1. R= 4.0 162 sq.ft. 9b-2. R= sq.% 10a. R= 30 sq.ft 361 10b. R= sq.fL 11a. R= 6 11b.Test report attached? Yes 12a. Type: Central Unit 12b.SEERIEER: 14 12c. Capacity 12.000 BTU 13e, Type; Electric Strip 13b. HSPF /COP /AFUE: 10.2 13c. , 12,000 BTU 14. No 15a. Type: GAS conditioned space No 15b. EF: 0.9 I hereby certify that the plans and specifications covered by the calculation ace In comps with the Florida Energy Code. PREPARED BY: M,%jnE'yvre iii‘,( 4 I hereby certifythat r / /g is in � OWNER AGENT )IY" 4 % /�r /? DATE: ergy Cade: ���DD//// DATE //f4"� _ Restate of plans and speci1k tlons covered by this calculation indicates compliance wine the Florida Energy Code. Before construction Is cm , this building will be inspected for compliance In accordance with Section 553.908. 2007 FLORIDA BUILDING CODE-BUILDING 13 -D.23 APPENDIX 13-D * TABLE 118-1 M00MUM RE4l3RENENTS (See Wei) All Cuddy tones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U-Factor = 0.65 SHGC = 0.35 %ofCFA < =16% U- Factor= SHGC = %of CFA =13% Exterior door type Wood or insulated Type: Wails - Ext. and Atli. (see Nate 3): Frame Mass (see Not 3) interior of wall: Exterior of was: R-13 R-6 R-4 R -Value = R -Value .R-4.0 R- Value = R-4.0 Electric resistance heat (See Note 10) Not allowed N1106. 8.121 Ceilings (see Notes 3 & 4) R=30 R -Value = 30 Floors: Slab -oh -grade Over uun� spate see Note 3) No requirement R-13 R Venue = WA Hot water systems (storage type) Beetle (see Note 5): Gas fired (see Note 6): 40 gat IR= = 0.92 50 gat EF =0.90 40 gat EF = 0.59 50 gal: EF = 0.58 Gallons = EF= Gallon = 50 gal EF = 0.9 Air condNOning systems (see Note 7) SEER = 13.0 SEER =14 Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = N/A HSPF = Gas furnaces AHJE =78% AFUE= N/A Oa furnaces AFUE = 78% AFUE = WA Programmable temnestt (see Note 10) Must be Installed on at HVAC systems. Instated? Yes No Ductwork (see Note 9) Unconditioned space° Conditioned space Unwonted atic assembly per R806.4 with insulation at the roof plane R-8. TESTED NA R-42 Lawton: Unconditioned sPalie R -Value = Test report Conditioned space R -Value = 6 (No test report required) Air Handler locatiort Unconditioned attic° or garage Conditioned space or Unvented attic assembly per R806.4 with Insulation at the roof plane Requests test report No duct test requbnxt Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as Gazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area ( CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- dfdons of 600 square feet (56 m2) or less may have maximum glass to CM of 50 percent a Renovations with new windows under z 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser. (3) R-Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the ulterior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee waits shall be insulated to same level as ceilings and shaft have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the atic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btught For Small-Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building or Table N1107.AB.3.2A of the Rorida Building Code, Residential (8) For ail conventional units with capacities greater than 30,000 Blight For Small-Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.A11328 of the Ronda Building Code, Building or Table N1107.AB.3.28 of the Rorida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or test by a Class 1 BERS rater to be 'substantially" leak free. "Substantially leak free° shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be Installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11B-2 eiINIMU , REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1106.AB.12 To be caulked, gasketed, weather-stripped or owe sealed. X Exterior Windows & Doors N1106AB.1.1 Max .3 chn/sq.ft window area; .5 drNsgit. door area. x Sole & Top Plats N1106. 8.121 Sole plates and pensbaflons trough top plates of Welty walls must be sealed. X Recessed Lighting N1106.A11124 Type IC rated with no pettetations (two alternatives allowed). x Multistory Houses N1106AB.12.5 Air barrier on perimeter of tom cavity between floors. x Exhaust Fans N1106AB.1.3 Exhaust fans vented to unconditioned space shag have dampers, except for combustion devices with integral exhaust ductwork x Warr Heaton N111 .3 efficiency i Switch � t b r electric m must . External or Wdit -In heat trap required for vertical risers. x Swimming Pools & Spas N1 112.A0.2.3.4 Spas & heated pools must have covers (except solar heated). Nrsmommerclal pools must have a pump timer. Gas spa & pool heaters must have mWmum thermal efficketcy of 78%. Heat pump pod heaters shall have a minimum COP of 4.0. Hot Water Pipes N1112AB.5 Insulation is requited for hot roster clrcuiating systems (including heat racovery units). x Shower Heads NI 112AB.2.4 Water flow must be rash ed to no more than 2.5 gallons Per minute at 80 caste. X HVAC Duct Construction, Insulation & Installation N1110AB All duds, fittings, mechanical equipment and plenum chambers shall be mechanically atached, sealed, insulated and installed in accordance will the crterla of Section N1110.AB. Ducts in attics must be insulated t a minimum d R-6. X HVAC Controls N1107.AB.2 Separate ready accessible manual or automatic thermostat for eadh �rstem. x 13 -D.24 2007 FLORIDA BUILDING CODE - BUILDING APPENDIX 13-D Effective March 1,2009 IFORM 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method 8 AU. CLIMATE ZONES Compliance with Method 8 of Chapter 11 of the Ronda Building Code, Restdentia4 or Subchapter 13-6 of the Ronda Building Code, Building may be demonstrated by the use of Form 1100B for single -and multiple-family residences of three stories or less in height, additions to exist ng residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in exerting buildings and site -added components of manufactured homes and manufactured butldings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 1113-1 and all applicable mandatory requirements summarized in Table 118 -2 of this form. If a building does not comply with this method, it may still comply wider Method A of Chapter 11 orSubchapter 13-6 of the applitable code. PROJECT NAME AND ADDRESS: Addition, 565 NE 101 ST BUILDER: PERMITTING OFFICE Miami Shores, FL OWNER: Mr. & Mrs. Eduardo Moran PERMIT NO.: 1 1 JURISDICTION NO.: 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertial roof glass, glass areas In excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 1113-1 on pa 2). 2. Fdi in a0 the applicable spaces of the 'To Be Installed" column on "Table 118 -1 with the information requested. All To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the To Be Installed" column information. 4. Read "Minimum Requirements for All Packages", Table 11B-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" cm titih.ation statement at the bottom of page 1. The owner or ownefs agent must also sign and date the form. 1. New construction, or existing building 2 cIingie- famiii ietached or multiple- family attached 3. If multiple - family -No. of units covered by this submission 4. is this a worst case? (yes/no) 5. Conditioned flag area (sq. fL) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area B. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Walt type, area and insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- vain) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., del. heat pump, other, none) Please Print CK 1. 361 sqf 2. 8a. R= rm.fL 6b. R= sq.fL 8c. R= Sq.fL 6d. R= sq.% 8e. R= 361 sq.f . 9a-1. R= 4.0 9a-2 R= 9b-1. R= 4.0 9b-2. R= 10a. R= 10b. R= sq.ft. 387 sq. fL sq.fL sgit. sq.% 162 30 sq.% 361 11a. 8= 11b Test report attached? Yes No 12a. Type: Central Unit 12b. SEE 12c. 13a. 13b. HSPFICOP /AFUE: 13c. lty: 12,000 BTU 14. No 15a. Type: GAS 6 conditioned space 15b. EF: 0.9 I hereby nerdy tludthe plans and speclflwtons covered by the calculation are In compibnce whh. the Florida Energy Cede. PREPARED BY: 147 M/ 4 /, DATE: I hereby certify that in coo Energy Code: ���j�� OWNER AGENT: iii ff DATE:/���4 / Review of plans and specifications covered by this calculation Indicates compliance with the Florida Energy Cade. Before contraction is ccmpteted, this building will be Inspected for compliance in accordance with motion F S. i BUILDING OFFIC DATE: 2007 FLORIDA BUILDING CODE-BUILDING 13 -D.23 APPENDIX 13-D °x0 TABLE 11B-1 MINIMUM RIAWIREMSITS (Sae Nate 1) All Climate Zones BURRING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U -Factor = 0.65 SHGC = 0.35 %of CFA < =16% U-Factor = SHGC = %of CFA= 13% Exterior door type Wood or Insulated Type: Walls — Ext. and Aix. (see Note 3k Frame Mass (see Note 3) Interior of walk Exterior of veil]: R-13 R-6 R-4 R•Vakue = R -Value =R-4.0 R -Value = R-4.0 EIS resistance heat (See Note 10) Not armed Cep (see Notes 3 & 4) R=30 R -Value = 30 Floors: Slab -on -gnu Over unconditioned spaces (see Note 3) No requirement R -13 R-Value = N/A Hot water systems (storage type) Electric (see Note5): Gas fired (see Note 6): 40 gat EF = 0.92 50 gat EF =0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF= Gallons = 50 gal EF = 0.9 Air concrmm,ing systems (see Note 7) SEER =13.0 SEER = 14 Heat pump systems (see Note 8) SEER =13.0 HSPF = 7.7 SEER = wA HSPF = Gas furnaces AFUE = 78% AFUE = N/A Oil tumaces AFUE = 78% AFUE = N/A Programmable thermostat (see Note 10) Must be Installed on al HVAC system. Installed? Yes No Ductwork (see Note 9) R-6, TESTED NA R-42 Location: Unconditioned space R -Value = Test report Conditioned space R -Value = 6 (No teat report required) Uncu Maned space° Conditioned space !Invented attic assembly per R806.4 with insulation at the roof plane Air Handler location: Unconditioned attic° or garage Conditioned space or Unvented attic assembly per 8808.4 with insulation at the roof plane Requires test report No dud test required Location: Tat report (1) Each component present in the As -Bush home must meet or exceed each of the applicable performance criteria in order to comply whit this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum Ufactar and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (Cl), A otherwise Method A must be used for compliance. Exeeptions:1. Ad- ditions of 600 square feat (56 m2) or less may have maximum glass to CM of 50 percent 2. Renovations with new windows under 2 foot overhang whose lower edge does not extend further than 8 feat from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser. (3) R Values are for insulation material only as applied In accordance with manufacturers' installation Instructions. For mass walls, the "interior of wail° requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in per. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 " volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 " volume). (7) For all conventional units whit capacities greater than 30,000 Bbdhc For Small-Duct, High Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr Bile Table 13- 607.AB.3.2A of the Florida Building Code, Building or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) For all conventional units with capacities greater than 30,000 Btufhc For Small-Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607AB.3.2B of the Florida Building Code, Building or Table N1107.AB.3.26 of the Florida Building Code, Residential (9) Al ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially' leak free. "Substantially teak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturers air handler enclosure. Exception: New or replacement ducts installed onto an existing air dlstrthution system as part of an addition or renovation Such ducts shall either be insulated to II-6 or be installed in conditioned space. 10) The prohibition on elect ric resistance heat and the requirement for programmable thermostats do not apply to addthons. renovations, and new heating systems installed in existing buildings. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIOEBIENTS CHECK Exterior Joints & Cracks N1108.AB.12 To be taunted, qasketed, weather- stripped or otherwise sealed. x Exterter Windows & Doom N1106.AB.1.1 Max .3 cfm/sq.ft. Window area', .5 cfm/sq ff. door area. x Sole & Top Piates Recessed 9 Multistory Houses Exhaust Fans N1106.AB.1.2.1 N1106AU 124 N1106AB.12.5 N1106.AB.1.3 Sots plates and penetrations through top plates of exterior watts must be seated. Type IC rated with no pertdrattents (two alternatives allowed) Air barrier on perimeter of floor castty between floors. Exhaust fans vented to wkonditioned space shad have dampers. except for coming devices with integral x exhaust ductwork. x x Water Heaters N1112A6.3 Comply with efficiency requirements in Table N1112.A8.3. Switch or dearly marked drcuit breaker electric or cutoff ( gas) must be provided. Extemal or built-hi heat trap required for vertical pipe risers. x Swimming Pools & Spas N1112AB23.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal effidency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Hot Water Pipes Shower Heads N1112.ABb N1112.AB.2.4 Insulation te reauhed for trot water droxuteting systems (htdudmg heat recovery units) Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. x x HVAC Dud Construction, insulation & Installation N1110AB ducts, fitrurgs, mechanical equipment and plenum and installed in accordance with the of N11chambers B Ducts in ust be insulated to a minimum of R-6 x HVAC Controls N1107A62 Separate readily accessible manual or automatic thermostat for each system. x 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING Otl Miami Shores Village 1303713 I (0 1 I i m ��cf i Building Department FEB 0 2 2.01‘ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): U P42. b *Pi O �� a.v o�.•av Permit No. P,C I—fl 3 Master Permit No. Address:510 S City: lA i Pcryi Tenant/Lessee Name: Email: 14E lot c State: \—' L_ Phone #: o5 Sari D3oS Zip: 1!38 Phone #: JOB ADDRESS: °J (.0 5 / D/ ST City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: 33/3 fi Is the Building Historically Designated: Yes NO I/ Flood Zone: •' CONTRACTOR: Company Name: L =2> t4,L/1 W0146 Jb/, Phone #: VC- %54'o°QeD Address: 7/60 d Ill. ./m x,41 / -A A City: A / 2�N/1 i State: -P[. • Qualifier Name: L )00//)114 V /aZ State Certification or Registration #: (:/e-, / f 4 4 / Certificate of Competency #: Contact Phone #: &:,' • 01- ze 7 3 Email AA,d��dress: //G2 a /v+- ->r l2Z @SGGIa► 6 a"? DESIGNER: Architect/Engineer: l,f y/i a 0i[1k99 f / c Phone #: 4 • X192 -716, Zip: J 6z Phone #: - -48 7Value of Work for this Permit: $ Type of Work: gAddoj ❑Alteration /Description of Work: ierr gst Square/Linear Footage of Work: 5/TP :New ❑Repair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ********: Y******************'****'********F ******:Y:Y**:F** * * * * *** Cat'*7F****** **94': * * ***x*** Submittal FiccEap Permit Fee $ qii CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO . t,- TOTAL FEE NOW DUE $ '"1 ` o 50 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 ins�pection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectiop4111 pot be ap.: ved and a reinspection fee will be charged. Signature Owner -of- Agent' The foregoing instrument was ac day of g , 2010 , by ledged before me this 1J10U who is personally known t me or who has produced P50 ioi(*I(e3s entification and who did take an oath. O'FARY -PUB The foregoing instrument was acknowledged before me this YNA.1".) day of re & , 20 /1 , byAI1010, Pita - �"` is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: APPROVED BY Sign. Print: 012 M s7�xpires: * DD pi. s y o s+amc o r14 Fr lz-. 649647 c . • mmjS3l ? .' ,it t EXPIRES: April 29, 2011 %17,:• • fi goo 44•oFs, bided Tem Budget Mary Services �'., F FLO'' .��` ne.K. el_ IfivJ flans Examiner fae it/ Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) L NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO.1 1 - \1 l TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in acthrdance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2131 1R011 40448 OR Bk 27604 Ps 4996 (113a) RECORDED 03/03/2011 12 :09:35 HARVEY RUVIN, CLERK OF COURT MIAtII -DADE COUNTYv FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal descr ption of property and street/address: ��5 J 1 OA t ' "6 1 'Jim e S �� 3b 2. Description of improvement: i. a. s� •T•lat. 1E! 3.Owner(s) name an ress: k ,ke„ei \ so. I I � S Y\ 14 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and ph a number. L+ f ! cion, We31? 171°s M arm 1 -e- ,affsAb 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: �t1 m,t. 7. Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. tni 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of rung 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 I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of er(s) or er(s)' orized Offi �er/Director/Partner/Manager Prepared By Ul I , `CT �ti%��I�J Prepared By CA LA, U V 0 2'�'r1 Print Name (kAA, c) YY\ QV-13-N, Print Name 51p ic f t Ol ST Yl teem S4o¢�.i( Title /Office 0-1' \ TIUe/Office -Go STATE OF FLORIDA © .d before me this - day of (r- 1 crc h . o ` COUNTY OF MIAMI -DADE Th e foregol�g instrument was acknowledged By o dvac. O ifQ f' art ❑ Individually, or Ras C% W 11 for f f t) 3 U Personally known, or C produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATIOi+IPURSUANT CT]ON 92.525. FLORIDA STATUTES Under 7 _. of • , deolar= that I. h = d the foregoing and _knowledge-and-belief- . .ice 1,41 NOTARY P11BUIC-STATEOP eft". Commission Linda M. T1gwwua LExpires: DEc.02,O12 sotvuilb eT raOBOamlNa . cer/Dlrector/Partner/Manager who signed above: OOUNTY OF I 1 HE1l BY CERTIFY That this Is a ,,,. Dopy coke andCou*Courts (C-. ./ D.C. A` °RO® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 2/1/2011 PRODUCER (305) 630 -4777 FAX: (305) 279 -3022 Gil, Garden, Avetrani Insurance Group 10689 N. Kendall Drive Suite 208 Miami FL 33176 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Laza Iron Works, Inc. 7251 N Miami Avenue Miami FL 33150 INSURER A: Michigan Commercial Ins. INSURER 8: INSURER C: INSURER D: INSURER E: 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 OISUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYYYI POLICY EXPIRATION DATE (MM10DPIYYYI LIMITS EACH OCCURRENCE $ REPRESENTATIVES. GENERAL LABILITY COMMERCIAL GENERAL UABILITY DAMAGE TO PREMISES (Ea Eoccurrence) $ 1-'00 CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 7 POLICY JECT LOC AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per acddent) $ PROPERTY DAMAGE (Per accident) GARAGE UABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory If yes, describe SPECIAL COMPENSATION LABILITY Y / N WC10000148492010A 10/1/2010 10/1/2011 X ORY LI TU- ER E.L. EACH ACCIDENT $ 1,000,000 $ 1,000,000 EXCLUDED? E.L. DISEASE - EA EMPLOYEE In NH) under PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS N ACORD 25 (2009/01) INS025 (200901).01 "ZUU9 AL UKU I.ul ru W I IVIY. Mil F lJIIs IeratCl V U. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED DATE THEREOF, THE ISSUING INSURER NOTICE TO THE CERTIFICATE HOLDER POLICIES BE CANCELLED BEFORE THE EXPIRATION WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City Of Miami Shores AGENTS OR 10050 NE 2nd Ave. IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS Miami Shores, FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Frank Gil /SVC 1-'00 ACORD 25 (2009/01) INS025 (200901).01 "ZUU9 AL UKU I.ul ru W I IVIY. Mil F lJIIs IeratCl V U. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) INS025 (200901).01 ADDITIONAL COVERAGES Ref # Description Expense constant Coverage Code EXCNT Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $200.00 Ref # Description TRIA Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $172.00 Ref # Description Drug Free & Safety Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium - $2,969.00 Ref # Description Adjst. to reconcile -exp mod. premium Coverage Code AREM Form No. Edition Date Limit 1 I Limit 2 Limit 3 Deductible Amount Deductible Type Premium $13,874.00 Ref # Description Premium discount Coverage Code PDIS Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium - $3,997.00 Ref # Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # I Description Coverage Code Form No. Edition Date Limit 1 Limit 2 f Limit 3 Deductible Amount Deductible Type Premium Ref # Description f Coverage Code Form No. I Edition Date Limit 1 I Limit 2 I Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref # Description Coverage Code Form No. I Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium OFADTLCV Copyright 2001, AMS Services, Inc. FIRST -CLASS U S. POSTAGE I PAID MIAMI; FL; PERMIT NO. 231 40437 -5 Gift-Eta) LAWSc OF'; nR. CITIES r:N EXEMPT °,THE FROM joY-OTHER OR sLICENSE TIFICATjON OF S QUALIFICA• 011. X7423 50' SEE OTHER SIDE DO NOT FORWARD LAZA IRON WORKS INC ESTRELLA MOUSSAWEL PRES 7251 N MIAMI AVE MIAMI FL 33150 1I I III II1II III II IIII I IIIIII I IIIII II1II1111111I11)11►I II$abll tricrtfli c 5-3-71) rt\ c-vol 1._t.i6C7V ,srveThsW t)4_,n Permit No: 11 -173 Job Name: February 23, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 •// Building Critique Sheet Plans must be approved by HRS for the septic system. Impact fees must be paid with Miami Dade County planning and zoning. Corrections for plumbing, mechanical and electrical must be completed. 4' Provide a survey for the property. Note 8, of the general notes, references the wrong code. ;Provide soil bearing capacity from an engineer. 7'f yrovide a note showing the requirement for soil treatment for termites. Br The wall detail requires 2 filled cells at each side of openings but they are not shown on /the floor plan. 0) Roof sheathing details conflict between notes and details. Notes(8 E) meet the code, detail does not. �rfl) P ovide truss plans prior to first inspection. ' oor number 2 does not meet the design wind loads. 1' %oor number 1 is not impact resistant and will require hurricane shutters. ) The plans show shingles for a roof covering. Tile is required and must match the existing of. Provide a separate roof permit. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa 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 Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. — 73 Job Name, Date MECHANICAL CRITIQUE SHEET Gr P4I6 pi/96o et7, kwut• b r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. AC- — // Job Name ,-/c/2z.,2 CRITIQUE SHEET A- at 5-1,r en-a- "-fe",6'W:4416° iPe7-1e6-7-e>it 7-e9 9 6 eir" / e2e4/ I AAP 12-/ec /4 it-'P 5W/24-Ye- E 6-4 ,4 e ,--=‘,v‘,1`7,C_ ctLicc4 Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: / "� /7.T DATE: Y—A// I, Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 25c1- r3« 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 De Acknowledged by: rtment to continue permitting process. ■1101111/ L PERMIT CLERK INITIA tvt RESUBMITTED DATE: PERMIT CLERK INITIAL: 02/23/2011 10:13 FAX 1 800 885 7530 DATA SCAN FIELD SERVICES U001 **$ TX REPORT TRANSMISSION OK TX /RX NO 1082 RECIPIENT ADDRESS 93057548222 DESTINATION ID ST. TIME 02/23 10:13 TIME USE 00'43 PAGES SENT 4 RESULT OK 1111 - esrr. nn 4; AORiD% Permit No: 11 -173 Job Name: February 23, 2011 Miami Shores Vuiiage Building Department Building Critique Sheet 1) Plans must be approved by HRS for the septic system. 2) Impact fees must be paid with Miami Dade County planning and zoning. 3) Corrections for plumbing, mechanical and electrical must be completed. 4) Provide a survey for the property. 5) Note 8, of the general notes, references the wrong code. 6) Provide soil bearing capacity from an engineer. 7) Provide a note showing the requirement for soil treatment for termites. 8) The wall detail requires 2 filled cells at each side of openings but they are not shown on the floor plan. 9) Roof sheathing details conflict between notes and details. Notes (8 E) meet the code, detail does not. 10) Provide truss plans prior to first inspection. 11) Door number 2 does not meet the design wind loads. 12) Door number 1 is not impact resistant and will require hurricane shutters. 13) The plans show shingles for a roof covering. Tile is required and must match the existing roof. 14) Provide a separate roof permit. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name fic// -/73 PLUMBING CRITIQUE SHEET aop 0 -fi t✓ 40e.4rt0�, of s .1 c_ Tay /<- 4- An /4 ; (� /Lie ep' x.€6,.11 -k per/- ire, 4.-- re ,_,4-L . 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 Issue Date: Not Issued Expires:NOt Issued Folio Number:1132060171140 Owner's Name: EDUARDO MORAN Job Address: 565 101 Street Miami Shores, FL 33138 -2450 Owner's Phone: Total Square Feet: 350 Total Job Valuation: $ 20,000.00 Contractor(s) LAZA IRON WORKS INC Phone Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 2/2/2011: Yes DEVELOPMENT ORDER File Number: Property Address: Owner /Applicant: Address: PZ- 11 -10- 2010211 565 NE 101st Street Eduardo Moran Eduardo Moran, 565 NE 101St Street Miami Shores FL 33138 -2450 Whereas, the applicant Eduardo Moran (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523: Site Plan Approval, Sec. 523.1 & Sec. 604: Construction, addition, master bedroom suite and utility room. Whereas, a public hearing was held on December 9, 2010 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Applicant to obtain all required building permits before beginning work. 4) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development Page 1 of 2 DO PZ- 11 -10- 2010211 Moran order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. 5) Driveway to be brought into compliance with the zoning code if built without permits. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 9th day of December, 2010 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Busta Yes Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes Date Richard M. Fernandez Chair, Planning Board Page 2 of 2 DO PZ- 11 -10- 2010211 Moran CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 2/112011 TYPE OF INSURANCE PRODUCER ADVANTAGE INSURANCE OF AMERICA 4520 NW 7th St Miami, FL 33126 (305) 649 -5566 THIS CERTIFICATE iS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL# INSURED LAZA IRON WORKS , INC 7251 N. MIAMI AVE MIAMI, FL 33150 I INSURER A: SCOTTSDALE INS. COMPANY GENERAL INSURER B' (MAC COMPANY CPS1174514 INSURER C: SCOTTSDALE INSURANCE CO. 04/03/11, INSURER D: $ 1,000,000 INSURER E: fa RbfslltD PREMISES (Ea occurennel C --- 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR t 8RD TYPE OF INSURANCE POLICY NUMBER pp ��E D LTE(MEM/DDIYYI �� E�p��q�� PDATEIMMIDD/YYON LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CPS1174514 04/03/10 04/03/11, EACH OCCURRENCE $ 1,000,000 X fa RbfslltD PREMISES (Ea occurennel $ 50,000 CLAIMS MADE 17 1 OCCUR MEDEXP (Any one person) $ 1,0 , 000 . 00 $ 1,000,000 PERSONAL &ADVINJURY GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 7 POLICY X JEC I I LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS FLC 7823031 09/23/10 09/23/11 COMBINED SINGLE LIMIT (ER accident) $ 1,000 , 000 X BODILY INJURY (Per person) — X BODILY INJURY (Peraceldenl) rnRAMAGE (PeraPROPcERTY $ 1,000,000 GARAGE LIABILITY ANYAUTO AUTO ONLY -EA ACCIDENT $ OTHER THAN EAACC $ 1 AUTOONLY: AGG $ C EXCESS/UMBRELLA LIABILITY XBS0050397 04/03/10 04/03/11 EACH OCCURRENCE $ 1,000,000 $ 2,000,000 $ OCCUR CLAIMS MADE AGGREGATE RETENTION $ —1DEDUCTIBLE $ $ WORI4 RS COMPENSATIONAND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEIECU1IVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 1 I TORYLI7U MITS I I ER El. EACH ACCIDENT $... E.L. DISEASE - EA EMPLOYEE .. $ E.L. DISEASE - POLICY LIMIT $ OTHER z DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS IRON WORK CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CITY OF MIAMI SHORES 565 N . W 101 ST MIAMI SHORES ,FL 33150 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO So SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE '" .4 —4ettaJdr,r,,,,„. ACORD 25(2001/08) ACORD. CERTIFICATE OF LIABILITY INSURANCE PRODUCER ADVANTAGE INSURANCE OF AMERICA 4520 NW 7th St Miami, FL 33126 (305)649 -5566 INSURED LAZA IRON WORKS,INC 7251 N. MIAMI AVE MIAMI, FL 33150 DATE (MM/DDNYW) 4/28/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER k SCOTTSDALE INS. COMPANY INSURER B:C COMPANY INSURER C: SCOTTSDALE INSURANCE CO INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOWHAVE 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. r4DD'L INBR LTR INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) UMITS A GENERAL UABIUTY CPS11745 04/03/11 04/03/12 EACH OCCURRENCE $ 1 000 , 000 $ 50,000 $ 10,000.00 $ 1,000,000 $ 2,000,000 $ 1 , 000 , 000 • COMMERCIAL GENERAL LIABWTY UREMIS (Ea a occure PREMISES (Ea occur.) CLAIMS MADE 1 i' OCCUR MED EXP (Any oneperson) PERSONAL & ADV INJURY GENERAL AGGREGATE GENL AGGREGATE IMIITAPPLIES ER: PRODUCTS - COMP /OP AGG POLICY JECT LOC B AUOMOBILE LIABILITY ANYAUTO ALLOWNED AUTOS SCHEDULED AUTOS HIREDAUTOS NON -OWNED AUTOS FLC 7823031 09/23/10 09/23/11 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ; BODILY INJURY (Per person) person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ 1,000,000 GARAGE LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ I OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESS/UMBRELLA UABILTTY XBS0007546 04/03/11 04/03/12 EACH OCCURRENCE $ 1,000,000 $ 2,000,000 ri OCCUR CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? Byes, describe under SPECIAL PROVISIONS below I ORY LIMITS 1 IUER E.L EACH ACCIDENT $ EL DISEASE- EA EMPLOYEE $ EL DISEASE- POLICY LIMIT $ D OTHER PROPERTY CPS1278107 10/11/11 10/11/12 BUILDING $250,000.00 BPP $200,0.00 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 Northeast 2nd Avenue Miami Shores, Florida 33138. I SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION t' ABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES .• i AUTHORIZED - -" •,;r' r.. .1) ACORD CORPORATION 1988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 vr7 Inspection Number: INSP - 164531 Permit Number: EL -2 -11 -174 Scheduled Inspection Date: October 05, 2011 Inspector: Devaney, Michael Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project <NONE> Contractor: FIALLO ELECTRIC CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060171140 Phone: (786)399 -0832 Building Department Comments ELECTRICAL FOR MASTER BED ROOM AND UTILITY ROOM 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- 162813. No work started and no one home. October 04, 2011 For Inspections please call: (305)762 -4949 Page 23 of 49 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): Address: 5 \D S t -1 01 CAU tacte C) J City: C r o c, SCA ocae 5 SEP 1 5 2011 Permit No. l I— t14 Master Permit No. /6 //- 173, -. C> QiAs Phone #: .5G C SY 1 a30 S State: Zip: 3t 3 SS Teriant/Lessee Name: Phone #: Email: JOB ADDRESS: S(.e City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes >� F_ o' 57- County: CONTRACTOR: Company Name: Address: v" 5 7 / City: Qualifier Name: State Certification or, to Miami Dade NO %C. 04.1)M14e- State: I-0 54 5n egistration #: &. 0 00 C4' Contact Phone #: Zip: Flood Zone: �J Phone #: 0 t& —3 v ' P- i . 41141 & iL Zip: DESIGNER: Architect/Engineer: Email Address: Phone #: Certificate of Competency #: Phone #: Value of Work for this Permit: $ 1d" O) Square/Linear Footage of Work: Type of Work: ❑Address iteration New ❑Repair/Replace ❑Demolition Description of Work: 4,0/ 017;40i c 1. A, ******* * * * * * * * * * * * * * *** * * * * * * * * * * * * *** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ a `..` '' 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. for the first i pection occur inspection wnot b certified copy of the recorded notice of commencement must be posted at the job site days after the building permit is issued. In the absence of such posted notice, the on fee will be charged. Owner or Agent stru nt was acknow 20 11, by edged before mg tlais reLMOYIA who is pe >onally known to me or who has produced As identification and who did take an oath. NOT ,'YPUB Sign: Print: My Commission Expires: Signature)( 1 • Contractor The foregoing instrument was acknowledged before me this 12441 dayo ,20I%,by Li) Sea Icc5 , who is to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission OV/®1/Z iN! "'m'• DAYANA FERREIRO = MY COMMISS EXPIRES Ap,.• 2012 401) 398 -0153 Floddallotery "^.com **** d: k*****k,Y4e9::0: * ** Y ****9:*,Y:@ *9e***k Y *:L• *4tBeoFoY** * *** Y &:6:F**** *** * ** ** *k4r *oY9e*** ****tk*9::0 •oYoY* k** koY** ** *** APPROVED BY e Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 03-04-2010 ALEX SINK STATE Of FLORIDA cws FINANCIAL OFFICER Q VPARTMENT Of FINANCIAL SERVICES DIISION OF P R ER E,I NAT ON * * CERTIFICATE OF ELUTION T0 BE rXEM IROM FLORIDA WORKERS' COMPENSATION LAW This certifies that the d to be exempt from Florida Workers' Compensation law. CONSTRUCTION INDUSTRY EXEMPTION individual listed uelow has elected DA-re 0310312012 0310t11201Q•_ - LUIS A EFFECTIVE DATE: PERSON: 204233637 FEIN: BUSINESS NAME AND ADDRESS', FIALLO M d ELECTRIC 7020 SW 17 TERRACE FL 23186 MIAMI SAL.AS ` SCOPES OP BUSINESS R TRADE: 1- CL C eGI141, .B.. � tar. moot to WsP ClmPlar 4d0.OG113 , . x ors arson to Cbaplat 440 aesetloe ttedet ego shop t° time lot Mime of the p eepCe of the Usuenea el the cotllpeato, a P IaMORTAHtt Paton' nonce el Media 10 be esamP4 atoll molts 0 oral lotto at Day Pa section may nol reamer beaetlu o► romp Wan slut dta In►no of 010 TM depetlmeut QUESTIONS? 10ti01 t scope el !be business 61 nano Itued on We tto m soy el a corltllsoto. 1 be exempt sbaH be sobjael taoaU tbl�eeetlea tot luuwee co► ed on as JenOar oasts too requirements el this Hamad on Um ealHll°ete to mast REVISED Og -as DWC -262 CERTIFICATE OF ELECTION TO RE EXEMPT ...VISED. .. . BELOW AND RETAIN FOR FUTURE REFERENCE PLeASe cut OUT THE cA�D a IMPORTANT ottlesc of a aacpocetion % flllnl) a certificate a cor of slat: F Pursuant a pti chapter trom0th sllchapter rby alga SERVICES 0 sleW na s tot recover benettts or compensation uncle COMPENSATION � : • = 1w de tills 8aotton aAr°i RV A solo {tcata of election under Wis i•RICAL CONTRACTOR tb{s eltaplol by {N{a0 t,, apply only v�llbin Wa 0o qbe sluts gumption ItemoThls ebe o{ by 1010 to c ottmit eel el and eorintca►it al olIK" o1 s canmtal{ 4d0 OWiZI, f•8•� F S Honces o► Moulin to bo n named oa the Douce of elacuan o UP tc ravt+ttsm usttae. 6TATSOF° "LORIDA DEPARTMENT VISION OP OF FIt g,! COMPEN DIVISION OP WOFi1tER CONSTRUCT SON XNNDUSr apt EXEMPT PROM FLORIDA w CERTIFICATE COMPENSATION OP ELECTION LAW EFFECTVEt 0 04 SXP2RATSON OATS 03/06/ 11012 EPFECTIVE3 03/04/2010 PERSON, LUIS A SALAiS� FEIN: 204232839 BUSINESS NAME AND ADDRESS: HALLO Id 1 OL0CTIUC CORP 7000 OW 17 TERRACC IMta, FL 30100 SCOPE OFcatBUS Mt S OR 'TRADE: WOW D al►apler. F.S., Certificates of election to U Pursuant to Claipter 44a.06I12L of the business or trade 11 I"1 exempt.. ego 1Velection f o! be exempt. � the notice Notices of election to be e R tar 440.061131; C.S.• shah 01 suoneto b re {E Pursuant i% Chap to be exempt end t any t tas at 0 the of the notice or the issuance al 11, at Cat time ofat locoed en the notice 0 11�ai lot the requirements e P seetlon for Issuance e time for tailors of the rtmentmhall of tillsa certiflcete person shall revoke the requirements of 11 parson named on the certificate to moat QUESTIONS? 18601 • section. +, CUT HERE Carry bottom portion on the lob. keep upper portion for your records. ..r tii0WtPT IW.VISEU WOO MIAA91.DApE COU. • TAX'•C014.ECTOR." 140 iM 1FFLA 4OCALISUSINESS TAX RECEIPT:: COUNTY • STATE AF, PLOT ESSEPT. 30, 2Qj2 - PgPitAnglt `ai'4;i:•.I +J;t�f5� .1>s?''ti�1�5 581509 -8 euMSLIV i5`)%1TefRIC CORP 7025 SW 17 TERR 33155 UNIN DADE COUNTY THIS IS NOT A CDILI. - DO NOT PAY RENEWAL STATE 7766613163 UwF+IALLO M J ELECTRIC CORP secIWILVeTWICAL CONTRACTOR WORKE1 /S THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS Of THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUAUFICA- TIONS. PAYMENT RECEIVED MIAMI.OADE COUNTY TAX COLLECTOR: 07/12/2011 60100000451 000075.00 SEE OTHER SIDE DO NOT FORWARD FIALLO M J ELECTRIC CORP ROBERTO FIALLO.PRES 7025 SW 17 TERR MIAMI FL 33155 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 606320 -0 i11)1111i1 1111111 111111, 1111111111111111111 11111111111111T1T11 SIX% • OF FLORIDA SxNE86 AND PROFESSIONAL REGULATION DEPARTMENT .0 TREET C$t�5 G '!OAgD mL1GTg•ICA1 CONT •C' FL 32399-0783 TALLAEAg E ONR SALAB t LUIS ANDREA FIALLO M 07 ELECT &IC CORP MIAMIBW 88 AVE FL 33L65 -7847 one o! the need one mUUon :ongratuletIonal With this license you became P�e„yo,I Regu�,, lorldlans licensed by the 0epartment of Business to yacht broflogul oo )ur professionals and businesses range t Rte, economy strong. 1 1oxers to barbeque restaurants, and they e you befSer we do business In order to. serve y��fi. :or in day mwe work u to Improve the way onto www•m orlIIIoe "or Mere can about our services, t the regulations that there you can find more information lae�arn more about mpapt you, subsartbe to department , 3epartment'e Initiatives. aisle Fairly. 1. . Sur mission at the Department Is: Ucensee- Etffici �@ your a Fairly. e Thank you for doing business In Florida, end congratulations on your new UOOnsel (850) 487-1395 DETACH HERE :fir, ,..:. t#pya uudar tha provleioao'o• � irnvo •31, :2012 .L1_00721 • t- �'��s.(�?f4, sir �� • �ltcli ��.. �i ruby` 07 - rho. ELECTRUAL•'' CONTRA gamed •below: `Ifr:,CRRTZY ExipdteU piratbnas AG 3 489 F0 :• MIAMIgW 17 ,.$gAACR • 46: IE T TEM Permit N. \ \-; 1 Lk 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 Owner's Name (Fee Simple Title Holder): � iLO4'� Owner's Address: (et S- N 1 0 l City: t t �� otZ-e R State : Job Address (Of where work is being done): 565 t- t \ 0 ( Phone #: SD-7- Zip Code: '3313f City: Miami Shores State: Florida Zip Code: ‘34) OE Contractor's Company Name: c' C D t A £ Ggae #: D 5' 3 ' fi .-4-1j Z. Address: ©ZS S w •`t E City: u Co State: P l Zip Code: 33 ‘S 5 Qualifier's Name : L v t S S 6 . 6 - Lic. Number: E G ® ® ®'S t 6`3 • Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: 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 less for all legal in vement. J Contractor or Architect The foregoing instrument was aknowledged before me this ti day of .5 , 20 by (7 Signat owner or Agent The foregoing instrument was aknowledged before me thistDday of 20 `‘by 111'0"i Who ' to me or who has produced Notary Prc: Sign: Seal: \` jrit jification. /! • : Ts _ , A, o a T co tiLO s Signature who is $SVEL4 per sonally knohpr who has produced lL_ . as indentification. `•• QA 11, ,, �y�ie% ® ®® *I X980583,1, v Vos eI �,````�. Notary Putiti Sign: Seal: A 7251 North Miami Ave. Commercial -Residential Miami, Florida 33150 licensed and Insured Te1305.389.4873 CGC- 1518541 Fax: 305 754 -8222 SEP 1 2011 LAZA 1 RO N WDRKS, INC. CONSTRUCTION DIVISION To : GM Electrical Contractors Inc. Atten: Raul Mesa 5201 NW 77th Avenue Suite #200 Miami Florida 33166 Re: Eduardo Moran Residence 565 NE 101th Street Miami Shores Village, Fl 33138 September 12, 2011 Dear Sirs It is the intent of this letter to inform you that we will not be retaining your company for the electrical work on the above mentioned project. We would like to thank you for your bid and look forward to working with your company in the future. 0- CI m 1870 0001 2653 U.S ' ostal Service :i, CERTIFIED AIL V C (corn tic Mail Only;, No Insu a ce Cover. go P ov 1PT For delivery information visit" our website at www.usps.coms- Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Sent To Street, Apt. No.; t or PO Box No. 4201 1a) / 7 6/ j [4e pl ( City, State, ZIP+4 d�� SOt.44 $2.85 $1.00 $0.00 $3.29 09/12/2011 a/4 f i r .c.g3.1 .M' PS Form 3800 006Seeeerse Tor nstructiona' Residential Construction • Commercial Construction 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 FEB 022011 ' : osecooa0o9 /DV.B.9Pi9•�Q Permit No. r \,1. —CH Master Permit No. Permit Type: Electrical OWNER: Name (Fee Simple Titleholder):.? iA `c Phone#' ?)cis 5d r S Addre-s-s: 5�� N . 10 City: P ' \ L ` State: ct, Zip: 33138 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: �.5 1 - I D \ City: Miami Shores County: Folio/Parcel #: Miami Dade Zip: 5/3g Is the Building Historically Designated: Yes NO Flood Zone: /1L 0 CONTRACTOR: Company Name: GY1 d tf (146 kC Phone#: 305 - a - cf-9 ST— Address: Sao / Nta� -n Yt1LR z�t7 City: X iovvic: Qualifier Name: k_awk 1h -�P�ci State Certification or Registration #: 13 (fib 3gp 1 Contact Phone#: 3 ON- - 21g--(49_ State: -'I Zip: 3-54 (olo Phone #: Certificate of Competency #: SZo Email Address: Ern deC. TIU'eat' k r c,i cs tQ Biota 1 -&rt. DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: Type of Work: ❑Address Description of Work: L t A $ k 40 „ Square/Linear Footage of Work: ❑Alteration ❑New ❑Repair/Replace ❑Demolition p Ord\ fikk— 4 * x*ua * *o **** .* : qua= * * * *, --**F n *** * * *** * **** * *** ate **43 Permit Fee $ 257 ‘'r CCF $, CO /CC $ Submittal Fee $ t Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 123 �` r 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: 1 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. hr the absence of such posted notice, the inspection will n _ be approved_ reittspection fee will be charged. Signature Owner or Agentntractor_, The foregoing instrument was acknowledged before me thins/ �°R- The foregoing instrument was acknowledged before me this day of 9\ . 20 A, by hk At , day of rd. . 20 / t , by Pazei x.54 who is personally known to me or who has produced i l) who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: µ1U1111111111/, enIs S''/ /ii Sign: — .AMR* s ' Sign: NOTA Print: _ . #07,48y p� i _ Print: My Commission Expires: u'�: COmmiss/on f /C My Co `2e tee APPROVED BY `'iii �"a Plans Examiner as ' . entifica ion d : + did take an oath. HIGLIONE - state of Flog xpwA iZ 2011 #DOto420 Structural Review (Revived 071101071tRevised 06110 /20(191(Revised 3/15/091 ':::emu: *b =*slt****-41* Zoning CIerk A� °® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYY) 02/01/11 PRODUCER Morgan Insurance Group 455 SW2rltt SIB Suite-VW 7 Miami, FL 33175 Phone (305) 222 -9001 Fax (305) 222 -9006 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND ALTER THE COVERAGE AFFORDED BY THE POUC OR ES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED GM ELECTRICAL CONTRACTORS INC 5201 NW TT Ave #200 MIAMI, FL 33175 1 INSURER a LLOYDS OF LONDON 2446540 INSURER B: SUA INS COMP 3246502 INSURER C. INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 OF MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AMU-61SM ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE ,OPZERNINCAND4 POLICY EXPIRATION DATEONAMDAM LIMITS A • GENERAL V ❑ . • ,GEN'L • COMMERCIAL 11111 UABILITY GENERAL UABILITY CLAIMS MADE V OCCUR FHAEV 04/05/10 04/05/11 EACH OCCURRENCE 1,000.000.00 PREMISES (EaEourernre) 50,000.00 MED EXP (Any one penmen) 5,000,00 PERSONAL & ADV INJURY 1,000.00.00 GENERAL AGGREGATE 2,000.000.00 PRODUCTS - COMP /OP AGG 1,000.000.00 AGGREGATE LIMIT APPLIES PER: POLICY • PROJECT • LOC B AUTOMOBILE ❑ • ❑ ❑ ❑ ❑ rf LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ GARAGE UABIUTY • ANY AUTO ❑ AUTO ONLY EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY 0 OCCUR ❑ MAWS » • DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WSAUIEC12275601 06/01/10 06/01/11 ❑ WC STATU • OTH- TORY LIMITS ER E.L. EACH ACCIDENT 1,000.000.00 ISEASE - FA EMPI OYEE„ 500,00 04 ,E,L E.L DISEASE - POLICY UMIT 1,000.000.00 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION 1 MIAMI SHORE VILLAS BUILDING DEPT #11050NE 2 AVE MIAMI SHORES, FL 33130 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO , THELEFT„ BUT FAILURE TO DO. SO.SHALLIMPOSE NO OBLIGATION ORUABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE !, �� ACORD 25 (2001108) OF 04/28/2011 11:12 MORGAN INSURANCE 4 3057548222 NO.159 1001 .4„ ° CERTIFICATE OF LIABILITY INSURANCE __ °AToai27/�;"r'r' PRODUCER Morgan Insurance Group THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION 13155 SW 42nd Street, Suite #107 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE • HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33175 _ALTER THE COVERAGE AFFORDED SY THE POLICIES Bl=1 p Phone (305) 222 -9001 Fax (305) 222 -9008 INSURERS AFFORDING COVERAGE NAIC # INSURED GM ELECTRICAL CONTRACTORS INC 5201 NW 77 Ave #200 MIAMI, FL 33175 1 INSURER A: LLOYDS OF LONDON 2446540 INSURER B: SUA INS COMP INSURER C: INSURER D: . 3246502 INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II 'L I TYPE OF INSURANCE POUCY NUMBER p TE M CTIVE INSR B GENERAL LIABILITY J❑ COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE IJ OCCUR GEN'L AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑ PROJECT ❑ LOC FHAEV AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS a GARAGE LIABIUTY ❑ ANY AUTO 0 EXCESSIUMBREIIA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE • ❑ RETENTION $ • 04/08/11 POLICY EXPIRATION DATE MMFD 04/08/12 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR 1 PARTNER / EXECUTIVE OFFICER /MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WSAUIEC12275601 06/01/10 08/01/11 OTHER LIMITS EACH OCCURRENCE D GE PREMISESLEa ocurenc 1,000.0i11.00 50,000.00' MED EXP (Any one. person) 5,000,001 1,000.00.00 2,000.000 .0001 1,000.000.001 PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGO COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) J PROPERTY DAMAGE (Per accident) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC 1 AUTO ONLY: AGG I EACH OCCURRENCE )• AGGREGATE. 7 rl • WC Y LIM S ❑ ER 1,000.000.00 500,000.00! •E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT 1,000.000. 9j . DESCRIPTION OF OPERATIONS J LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER 1S ALSO ADDITIONAL INSURED. CERTIFICATE HOLDER r MIAMI SHORE VILLAS BUILDING DEPT 10050 NE 2 AVE MIAMI SHORES, FL 33130 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) OF ACORD CORPORATION 1988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155523 Permit Number: MC -2 -11 -175 Scheduled Inspection Date: October 05, 2011 Inspector: Perez, JanPierre Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: KENDALL APPLIANCE Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171140 Phone: (305)385 -2424 Building Department Comments ADD 2 DUCTS TO EXISTING AC UNITS T-G I/ Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 04, 2011 For Inspections please call: (305)762 -4949 Page 4 of 49 Miami Shores Village " Building Department kr FEB o 2 ZO11 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B-1; INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. MCA PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: MECHANICAL 1 �_� � n v�, OWNER: Name (Fee Simple Titleholder): �11rU (� 0000.- Phone #: 'd b I Q5 Address: \ b∎ SI City: � n State: Zip: 13 8 Tenant/Lessee Name: Phone #: Email: ° i' JOB ADDRESS: ) `OCD I• t- \ c\ City: Miami Shores County: Miami Dade Zip: �T 138 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 44-I/ / "'Ph4iiiiCe Phone#: aof ref 'z- F" z? Address: /4141-141/4 / C2 7 .s #- City: State: A.1 Zip: °6.3 6/ Y Qualifier Name: f ( I1 ,1A' —'ect— Phone #: �/6 P oo State Certification or Registration #: ! _ �'� Certificate of Competency #: 40732- t Contact Phone #: Email Address: kevd�sd fie I /4 -)ccd DESIGNER :: Architect/Engineer: Phone#: 6 ' Value of Wok for this Permit: $ 06 Square/Linear Footage of Work: Type of Works ❑Address ❑Alteration ❑New ❑Repair/[tgplace ❑Demolition Description Work: 4cd 9 i) tic"( s � �� � � 4 �D Air lMdd 1-7SAin\i" * * * * ** ** *********************** a�*** Fees�x�xx�* �x+ x**** �xa�*** *�xa�** ** * * * * ******** * **** ***** Submittal Fee $ � Permit Fee $ 15E) 0711CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ 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,Frone approve . # a ret spection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ignature / Contractor f The foregoing instrument was acknowledged before this �/ day of ` '`, , 20 t., b 111 ' ` ��* who is personally known to,, \yii y"' y Suced `�� C) • •'SSION e•• ve 4 as i ;� r ri Qi take an oath. NOTARY PUBI,IdP ;* e o p ill Sign: N Z'/9I•of r AA-4.1., a iA*Iii, '.e.._. 990579 Print: My Commission Expires: f IF111 0 ********** *+ x+ x********** *******+ x******** * **+x************ *+x **+ *** Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk 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): 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 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 / / EER/SEER 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 Circuit Ampacity (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 Regis tion N. Certificate of Competency N. Signature Date: `� % (Qualifier's signature only) Front JORGE MARTI4EZ Fat: +1 EOM 0148107 To CERTIFICATE PRODUCER UMW/ laminar Group 6741 Coral Way658 ARami, FL 33155 Phone (3 261 -1334 Fax (305)26 Fat +1 (305) 764.8722 Pays 1 of 1 85412011 206 OF LIABILITY INSURANCE o P2 1 -2329 1165 CERTIFICATE 15 ISSUED AS ARATTER OF 24FORYATION ONLY AND CONFERS NO MUMS UPON THE CERTIFICATE HOLDER. THIS CEATIROUE 00E5 NOT AMEN% EXTEND OR ALTER THE CIWERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL 0 Ted Kendal Appliances Inc 12220SW34ST MIAMI,FL. 33175 I RER A Ascendant undervalUens IIIIOJRER It INSURER INSURER OE INSURER E: THE POLICES OF (Nampo= LIMED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTINIT)BTANCNG ANY FECURIMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS t RTIPICATE MAYBE ISSUED OR MAY PERTAIN. TIE INSURANCE AFFORDED BY THE POLICES DESCRISED HEREIN IS SUBJECT To Au. THE TERNS, EXCJJSIQ N MD CONOmONS OF SUCH POLICES. AGGREGATE LOOTS8TIDRMN MAY HAVE BEEN REDUCED BY PAID CLAIMS. um s 0 TYPE OP t1O1RAttCH POLICY NUMBER WITE nignopm BATE EICPpanowIRSITI LOOS BETERAL UASJTY EACH OCCURRENCE 1,000.000 ® causearcw. GENERAL UABILTIY 0L34260 -0 07/03110 07/03111 TO R o ED 1.000,000 ❑® CLABTSMAfE ❑ OCCUR LED EIIP (Any ons ) 5.000 ❑ PEA aADV INJU RY 1,000.000 0 0 GENL AGGREGATE LIMIT APPLES PER ❑ POLICY ❑ PRO.ECT ❑ LOC A111016081.E LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS [] HIRED AUTOS NON MIRED AUTOS 0 n GE AL ( GATE 1.000.000 1,000,000 PRODUCTS - COMP/OP PSG COMBINED SINGLE OMIT (Ea ate) BODILY INJt% Y (Par person) BODILY INJIJRY (Par actidera) GARAGE Unarm ❑ ❑ ANYALTio 0 PROPERTY DAMAGE (Par accIdart) AUTO ONLY - EAACCIDHVT OTHER THAN EA ACC AUTO ONLY: 0 ❑ ocCRLt ❑ c1AIILs MADE ❑ RETENTION $ WORKERS COMPENSATION ARO LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFltER/ MESTER OCCLUDED? Nips, dames under SPERM. PROVISIONS beiva OTHER EACH OCCURRENCE AGO AGGREGATE afiruini ❑ VR# EL. EACH ACCIDENT EEL. DISEASE - EA DIPLOYM El. DISEASE - POLICY LIMIT eimenurnoN 0OPQA77IRt$ / LOCATIONS 1VEFjcL 1 EXCLUSIONS ADDED BYITT18 EC1AT menreacers CERTIFICATS HOLIER CANCELLATION Oily of Nand Shores Wage MIAMI SHORES, FL AccRD 25 01001198) OF SHOULD ANY OF THE ABOVE POLICE* lE CANCELLED BEFIRETHE EXPRATION DA1ERIE REOF, THE MEMO INBUFIERWLL ETLOEAVORTO MAIL 30 DAYS warm rancE10 VIE CEMFEATEI DERNABTO TWEET, D06O SHALL RIME NO OBLIGATION ORWORRY OF ANY KING UPON THE =OREM 115 AGENTS OR REPRESENTATIVE?, AUTHORED MUTATIVE (0 ACORDCORPORATION 19B8 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY 605096 -7 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 631209 -4 KENDALL APPLIANCES INC STATE# CAC036889 12220 SW 34 ST 33175 UNIN DADE COUNTY OWNER KENDALL APPLIANCES INC Sec. Type of Business WORKER /S 196 SPEC MECHANICAL CONTRACTOR 3 US IS ONLY A LOCAL ;MESS TAX RECEIPT. IT )ES NOT PERMIT THE )LDER TO VIOLATE ANY USIING REGULATORY OR RING LAWS OF THE )LINTY OR CITIES. NOR )S IT EXEMPT THE )LOER FROM ANY OTHER MST OR LICENSE MIRED BY LAW. THIS IS )T A CERTIFICATION OF IE HOLDER'S oUALIFICA- ONS. WUENT RED TAX NLECIMft 07/09/2010 60050000408 000075.00 SEE OTHER SIDE DO NOT FORWARD KENDALL APPLIANCES INC JORGE R MARTINEZ PRES 1559 W 77 ST HIALEAH FL 33014 11111111 I11l111t11 1111111111111}11111111!1 BMA) 1111111��i STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MARTINEZ, JORGE R KENDALL APPLIANCES INC 1559 W 77 ST HIALEAH FL 33014 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Deparbnent 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 For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! .-449I8206 DETACH HERE -ATE. STATEOFA:ARipA. ACS - l; 2 DEPARTMENT OF = :BUSINESS AND PROFESSIONAL REGULATION CACO36889 05/29/10 098166991 CERTIFIED AIR COND CONTR MART -INEZ , fi 'ORGE R KENDALL APPLIANCES INC IS__CERTIFIED under the provisions of ch.489 FS szaietion denim AUG .31, 2012 UO052900150 BATCH NUMB' 05/29/2010 098166991 CAC03689 The CLASS B AIR CONDITIONI NG CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012+ MARTINEZ , JORGE R KENDALL APPLIANCES INC 1559 W 77 ST HIALEAH FL '33014 CHARLIE CRIS.T - GOVERNOR ,=----,DISPLAY AS REQUIRED BY LA 11 -02 -2010 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: 12/15/2010 EXPIRATION DATE: 12/14/2012 MARTINEZ JORGE R 592213248 BUSINESS NAME AND ADDRESS: KENDALL APPLIANCES INC 1559 W 77TH STREET HIALEAH FL 33014 SCOPES OF BUSINESS OR TRADE: IMPORTANT: Pursuant to Chapter 440 . 05(14), F.5., au 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 440.05112), 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. QUESTIONS/ (850) 413-1609 OWC -252 CERTIFICATE OF ELECTION TO BE 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 12/15/2010 EXPIRATION DATE: 12/14/2012 PERSON: JORGE R MARTINEZ FEIN: 592213248 BUSINESS NAME AND ADDRESS: KENDALL APPLIANCES INC 1559 W 77Th STREET HIALEAH, FL 33014 SCOPE OF BUSINESS OR TRADE IMPORTANT F 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 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 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. E R E QUESTIONS/ (850) 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 09 -06 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 R -A13 Inspection Number: INSP - 163615 Permit Number: RF -8 -11 -1536 Scheduled Inspection Date: September 19, 2011 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: DESIGN BUILDERS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060171140 Phone: (786)267 -0650 Building Department Comments NEW ROOF FOR ADITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc September 16, 2011 For Inspections please call: (305)762 -4949 Page 25 of 48 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 September 15, 2011 Design Builders Inc. Miami, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 565 Northeast 101 Street Miami Shores, Florida Information provided by client: Permit Number: RR8111536 Date Completion: September 9, 2011 Roofing Contractor: Design Builders Inc. Project Number: 11 -0703 (Testing Laboratory Certificate #11- 0715.04) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our testresults, we conclude tha meets the test ee r rrem ntoutl edEi test report for your review. illation+ ration oof tile at the above referenced project Attached prase find a copy of our Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 565 Northeast 101 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 11 -0703 — Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 565 Northeast 101 Street Miami Shores, Florida Project Number: 11 -0703 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Test 1 -5 Corner, 6 -8 Ridge Caps, 9 -13 Perimeter, 14 -23 Field Reileh Engineering Corporation — Project Number - 11 -0703 — Page 3 of 3 Te91" TU mum ° 250 5F FINS = 10 COIN _ ?'O 5F MPJM 1fk = 5 NO, Tt%T LOCATION COKE - 5 PRIMMR 1715TANa, a a 5' ona CAP - 5 CORNER AMA = 5'X 5' 0 MP& CAP TEST LOCATION 13 17%01t513ROK% TU L MNOt5 L00% 11L� 25 I I -0705 APPROX, ROOF 11:5T LOCA11ON5 ANi7 171M510N5 c119)k-I 111— uLdi> Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: ✓G�; tot Q City: t+-,11,9,14//‘ GC/icy-es ROOFING Ir Permit No. AUG 2 ?nu PI 10--11-1L`Zip Master Permit No. rCe ' 211- 113 Phone #: '527- 2 3 i State: 4t... Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: Z City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO ( Flood Zone: CONTRACTOR: Company Name: t i5I(0K Slll l/O 1 4/ lAstr/ Phone #: Address: G/O Vj • t C City: Iflr i.Ht0 State: ftof LVA zip: 35.012. Qualifier, Name: (11. t565 A r Qt,4D0z Phone #: 1&C.• %(;) • 06/0 State Certification or Registration #: Certificate of Competency #: GCC 4t °p(o '7 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ J) GOOD (13 Type of Work: 14Addition DAlteration Description of Work: R6Dr - tll,li Square/Linear Footage of Work: ❑New DRepair/Replace 4-p® ❑Demolition PIA PI \-411) **** ******a:•x•x******* + ********** ** * *****Fe ** ******** *. x• x***** *********.x *********** **** Submittal Fee $ Permit Fee $ ash Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Nl6 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 ontractor The foregoing instrument was acknowledged before me this k The foregoing instrument was acknowledged before me IL' _ day of n 'i' , 20 // , by J..i17 /1-61/1-A--1 , day of 2 /. 14 , 20 P, by � 7 via /0-,?, be who is personally known to me or who has produced ;'7)- v,.- who is personally known to me or who has roduced ••,0,164 ®1f --(-... As identification and who did take an oath. ,4?)144�1 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Co y Commission 0D755981 Rpcies 02!06/2012 Sign: Print: My Co n ss'onmxpir'' ^3s 02/08/2012 e's: *****+ ***** *************** ** ********: x* ************ ***** ** ****+ x******** ********* ****+ x****** *****s: ******* ***** APPROVED BY 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 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: v Property Address: (Pi Icr' Roofing Permit Number: Dear Building Official: bar; — 1, 49,-a Date: certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. swom to and subscribed before me this poi day of ��ait if ��J Notary Public, Sate of Florida at Large Gam' 1 ZL0ZI90/Z0seildx3 0� Aoki L9699Laa uo!ss!wwo3 Ryd s ze!cI Ales o ems o!Ignd rUeloN 11' "Zd Airy' • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 CERTIFICATE OF LIABILITY INSURANCE DA7E(MMIDD/YYYY) 06/08/2011 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 POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER A.B.S. Insurance Consultants 11402 N W 41st Street Suite 213 Miami FL 33178 CONTACT NAME: pp� PHONE Fyry. (305) 592 -4144 . 1 WC. Nol: (305) 715 -7227 ADDRESS: Blas @absinsurancefl.com INSURER(SI AFFORDING COVERAGE NAIC $ INSURERA• United Specialty Insurance Company INSURER B : LIABILITY COMMERCIAL GENERAL LIABILITY INSURED Design Builders Inc 5490 West 1st Court Hialeah FL 33012 INSURER C : INSURER D: CLAIMS -MADE 50 J OCCUR INSURER E : $ 5,000 INSURERF: COVERAGES CERTIFICATE 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 POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR JJB A TYPE OF INSURANCE ADDL INSR SUBR W VD POLICY NUMBER • NS1209446 POLICY EFF IMM/DD/YYYY1 04/28/11 POLICY EXP IMMIDDIYYYYI 04/28/12 LIMITS EACH OCCURRENCE $ 1,000,000 GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Fa nexurmnca) $ 100 000 CLAIMS -MADE 50 J OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 $ 2,000,000 GENERAL AGGREGATE GGEIN 'L AGGREGATE i I POLICY LIMIT APPLIESPER: I I PFrO.r n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE _ —. LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Fa acchl nt) BODILY INJURY (Per person) -$ $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE mar arridantl $ $ UMBRELLA LIAR EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXEC OFFICER/MEMBER EXCLUDED? UTIV�( (Mandatory In NH) I I n describe under DESCRIPTION OF OPERATIONS below N / A nCV TTAT S I I FR E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedu e, If more space Is required) • CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, Fl. 33138 Phone: (306)796 -2204 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE <DA> ACORD 25 (2010/05) ©1988 -2010 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 DE EZ, ULISES .ANTONIO ESIGN BUILDERS INC 5490 WEST 1ST COURT HIALEAH FL 33012 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 06/08/2011 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 POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION 15 WANED, 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 A.B.S. Insurance Consultants 11402 N W 41st Street Suite 213 Miami FL 33178 INSURED Design Bullders Inc 5490 West 1st Court Hialeah FL 33012 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTED 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, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ,;, . -LIB . POLICY Err POLICY EXP F�; 7�t:;i it $i 0..taihii Ir,l�:�ll, �,i[tt /.. 04/28111 pop (306) 6924144 1 j a. Not (305) 716.7227 Blas@absinsurancefl.com ANTIRPCA• INSURER B INSURER C • D: TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENER(ALL LIABILITY CLAIMS -MADE (X I OCCUR GA UMIT APPUES PER: PRO- AUTOMOBILE LIABILITY 11:1111111111 ANY AUTO AUTO NED AUTOS LED NON-0NlNED HIRED AUTOS Al1T� UMBRELLA LIAB OCCUR EXCESS UAB CLAIMS-MADE WORKERS COMPENSATION AND EMPLOYERS' LIABILDY ANY PROPRIETORJPARTNETNER/EXEmTry��''' OFFICC RR//MEEMBBEE)R EXCLUDED? (Mandatory in NH H as describe under 0 NS1209446 04/28/12 EACH OCCURRENCE DAMAGE TO RENTED 1.5 : u� • PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGO 1 000 000 100 000 $1,000,000 $ 2,000,000 $ 2,000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE ■ Mg1111ii:i DESCRIPTION OF OPERATIONS 1 LOCATIONS $ VEHICLES (Attach ACORD 101, Additional Remarks Schedule, tt more spas. Is requtrsd) CERTIFICATE HOLDER Miami Shores Village Bullding Department 10050 NE 2 Ave Miami Shores, F1. 33138 Phone: (306)795 -2204 ACORD 26 (2010105) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCEU ED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE <DA> ©1988 -2010 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 N.DU STREET LICENSING BOARD (850) 487 -1395 1940 NORTH TALLAHASSEE FL 32399 -0783 DE`+� FEZ, ULISES ANTONIO ESIGN BUILDERS INC 5490 WEST 1ST COURT HIALEAH FL 33012 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For Information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE 9325 -0 I$S NAMEI LOCATION. RECEIPTO. _n N OWNERS RS I:NC STATED CC THIS KNOT A .BTti - DO NOT PAY FIP. T. eP A�. ;F:L pgk. 0167 =9 SEE OTHER SIDE •d m' DO NOT FORWARD DESIGN BUILDERS INC ULISES A FERNANDEZ 5490 W 1 CT HIALEAH FL 33012 09 -25 -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: 09/25/2009 EXPIRATION DATE: 09/25/2011 FERNANDEZ ULISES A 651050738 BUSINESS NAME AND ADDRESS: DESIGN BUILDERS INC 5490 W 1ST CT HIALEAH FL 33012 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR * IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by tiling a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(121, 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 440.05113), 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 -160 DWC -252 CERTIFICATE OF ELECTION TO BE 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 09/25/2009 EXPIRATION DATE: PERSON: ULISES A FERNANDEZ FEIN: 651050738 BUSINESS NAME AND ADDRESS: DESIGN BUILDERS INC 5490 W 1ST CT HIALEAH, FL 33012 09/26/2011 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT F 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. H E R E 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. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. .4 DWC -252 CERTIFICATE OF ELECTION TO BE'pEXEMPT REVISED 09 -06 4 High Velocity Hurricane Zone Uniform Rooflng.Permjt Applicatio MIAMI »DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • Master Permit No. Contractor's Name: Section A (General Information) (P"rocess No. f Job Address; i Low Slope CI Asphaltic Shingles `i Prescriptive BUR -RAS 150 Roof Category 17.1 Mechanically Fastened Tile ri Metal Panel/Shingles Other: BY: ,.•ra..,..a000..,o,.,00a Mortar /Adhes e .,- t Tile Roof Type VI I New Roof 1' i Re- Roofing [I Recovering Are there Gas Vent Stacks located on the roof? 0 Yes t'_I.No Roof System Informati Low slope roof area (ft.') ,, Steep Sloped area (ft.') Section B (Roof Plan) yes, what type? . Natural SUBJECT TO COMPLIANCE WITH ALL FEDERAL TA AND COUNTY_ RULE_ AND_•EGULATIONS Total (ft.') ®O Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'); f — Corner Size ( a' )4 a'); .M111111 II. 111 ■- INN o CC•>�•mm� ■■ I■NN INN NUMB NONN■M■ ■■Ii ■Ii■ ON i■■IONNNIN ON�' �IDEu■■ ■■ C■■■■■.■ ■■■ CCCIDC:IuulluC'ID•C�IluI.lu.. ID: ■� 1 C C ::lp��C:C• ■ ■1C■ C . ■C■..•,�.. ■. ■ID:�C......ID.C�IDC C�CIDC.6E CIDID• 1 . • 1.....1..1.1..91■..■..■.1: IRV ID�C.. C CID• ■ ■.■...■..■ ■�I.:C:�• �;•ID ■C• =.CSC ■ =CC•CIDCCOIDCC•C• ..I... ■.•. ■..-, u•:.....:•• NNON C'•ID••:••••••••••:C'NMININID000� 111111111115WIMEraiiiiiiiiiiiiiiiiiiiiiiiiiiii C S: W IMPUPRIMMUMMIIMMUUMPRIMPLIMPT :•: INO ■ ■�KENON ■ ■ ■ ■ ■.. ■ ■ ■ ■ ■ ■ ■ ■■ ■■■M■ ■■.■■ ■■■■ ■••■■MID.lululuull.l•CM\:::C■•■C .11ll.11luluIIu. ll..u■■ r••Il.l'.•iu M■•MNI■..■I••.■ •.lI ■■■ ■.■....■emer.C.C.�.;�.o;mul ..■.■■■ ■■. ■■ ■....a■.■. ■ ■.:■■■..■.MM■■■ ■ ■.MM ...■■ oC mE AILIFERMISMILUMEMPLINEMINER . ■ ■■...ii...111 ■1CCgC5�CC.CCCC•►°it ���� ���������_ i� ■ ■��1�Mr����I�N _ _� -� ■�L1■1 ■�■■ ■ ■ ■�■ LG'GGwr.G M ■fM 0,41111111111111111111111111111111111111111111111111111 1 l,11M ■11 ■■1. 1111.1. . ■� • ■ E. ■.••.CCCCC•.�C•C• ■C•� ■ ■CC.C1C ■. ■. ■ m•.,� C ■.. ■:!!!!! :::MUM ■� � ■:���:��o MIN Page 2 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: -0'z 01 Minimum Design Wind Pressures, If Applicable (from RAS 127 Or Calculations): P 1:1—;17 p 2:CITTIP Maximum Design Wind Pressures, (From the PCA Specific system): Sloped System Description Roof Slope: Roof Mean Height Method of Tile Attachment: N/A Alternate Tile Attachment Method: 1177:7774;7777.' Clip 8 twin for Metal Roof Panels Field: WA Perimeters: Comers: [1 Perimeter Width: Page 4 Deck Type: 014L` 5/8" Plywood fiV Alternate Deck Type: tea rtsl>br. 14/A .1 Underlayment type: Insulation/Fire Barrier Board: INV/61 Optional Nailable-Substrate: Fasteners: Q711 00. (.1 1:1_1;AllA,j1M.CeAM Flow. Cap Sheet T pa/Adhesive T pe: jo Roof Covering: gekiln Roof Covering Attachment Method:-- Drip Edge Material Type: Dri Edge Fastener Tj. NAtt4 Gaivinized Metal Hook Strip/Cleat ga. oljellp i High Velocity Hurricane Zone Uniform Roofing Permit Application Forni MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable, Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:y�l._... X A . 278 M ?. P2 : ,. Z1x A •27$- M - j g: ITC = Mr1• P3: i442 xh • �7t, i M E g' 7•11 = Mr1: 1(6O( NOA Mf: NOA Mf: NOA Mf: ROT" ML's PADDY: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: [�`'��--:°-�� l__._._. _._...._._► NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet Roof Slope 2:12 3:12 4:12 15' 4. 34.4 32.2 . 30.4 20' 1 36,5 34.4 32.2 25' 1 38.2 36.0 33.8 30' 1 39,7 37.4 35.1 40' 1 42.2 39.8 37.3 ; 5:12 6:12 7:12 28.4 26.4 24.4 30.1 28.0 25.9 31.6 29.4 27.1 32.8 30,5 28.2 34.9 32.4 30.0 *This Table must be us.ed in conjunction with a list of moment based, tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of provi . ing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. JP Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6.1� Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte or of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be be = icial to consider additional venting which can result in extending the service life of the roof. �Zoq Owner /Agent's ygnature Date Revised on 7/9/2009 LD Contractor Sig ature ay.l3,ti Date MIAMiDAD>E COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /building/ 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 renews NOA #07- 1018.08 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE C • trr APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Cateforv: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building .Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Annlicant Dimensions Bel Air Concrete L =17" Tile W = 12' /e" Thickness ='/2" Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L= 17" W= 12''A" Thickness =1/2" L= 17" W= 12'/4" Thickness ='/2" L= 17" W=12' /'" • Thickness = %2" .L =17" W=12'A" Thickness = %2" 1= varies w = varies varying thickness Test Product Suecifcations Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail - on applications. TAS 112 Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail - on applications. TAS 112 Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail - on applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies 1 Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied 'Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. ,Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. MANMADE COUNTY APPROVED Test Identifier ERPF -001 -02-01 7161 -03 Appendix 1II 7161 -03 Appendix 1110 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Renort TAS.112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing •TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 3 of 9 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise' by the underlayment materialinanufacturerspublished ••literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerod namic Multi . lifers - A ft3 Tile Profile A (ft) Batten Application A (ft ) Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile 0.301 0.278 MANMADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 9 Table 3: Restorin Moments due to Gravi - M. ft-Ibf Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 • - 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa , Golden Eagle, Ponderosa Double Eagle Fiat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails • 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 5 of 9 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -1130 for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive2 31.33 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Poiyfoam Product, Inc. Average weight per patty 8 grams. • Table 6: Attachment Resistance for Single Patti Expressdtfas a Moment - Mi (ft=lbf)- - • Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PolyProTM 118.9" PolyProTM 40.43 3 Large paddy placement of 45 grams of PolyProTM. a Medium • ad • • Iacement of 24 • rams of Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive=Set,.Systems-.:- Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sete 43.9 s Tile -Tite Roof Tile Mortar. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or Iogo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". E)iiLE7 FLORIDA MIAMI-DADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 9 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) MIAMI DADS CO APPROVED NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 7 of 9 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL Am BEL AIR DOUBLE EAGLE MIAMI DADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 8 of 4 1. 1. PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 9 of 9 1 MIAM6DADE COUNTY APPROVED GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:11- 0321..02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 10 of 9 MIAM4Qii4DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 ('�11 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadeaov/buildine/ 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AII160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 1.11,120_ .t. APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro c) AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro+l? AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsift.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Teeing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. —W 2 F' MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro l) dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro! AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy pazitiath Mb) Fascia Waphole Ears doom Odp edge aco enough adhesive to ablest, 17 to 23 ....411" 2x4T6 I) W square Inches In motet with dra pen we *to* ePP3sations 2) Turn tows upside down. Place atittesivoli2 In. To 1 In. Fromm:1E1de odge doom tlle. Then install the tga Undedayment Nalilittougb pink *meant lop Donlon of the oleo course cove We. Abut toseoend council pan flu Ensure teva owl of pan end cover Roue flush at ease An Ease dowse Weser* Flute (mortar gown) 000031 Poltint !War on longluSial *es de NOA No.: 11-0124.04 Expiration Date: 05/1W12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Under layment Single paddy under the Shigle paddy between file 2In. x 7In. medium elm paddy eave ceume only 14in.x3In. g18 4In. Sin fladdyon under. layment Single paddy on top of tile %pEa Coarse Fascia Waepdcle Eavaclosure Drip edge END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1k _x'13 Inspection Number: INSP - 156938 Permit Number: PL- 3- 11-408 Scheduled Inspection Date: April 29, 2011 Inspector: Hernandez, Rafael Owner: MORAN, EDUARDO Job Address: 565 NE 101 Street Miami Shores, FL 33138 -2450 Project: <NONE> Contractor: A SUPER SEPTIC TANK, INC. Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060171140 Phone: (05)364 -0113 Building Department Comments SEPTIC TANK AND DRAINFIELD Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 28, 2011 For Inspections please call: (305)762 -4949 Page 7 of 16 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Eduardo Moran PROPERTY ADDRESS: 565 NE 101 St Miami, FL 33138 PERT # :13 -SC- 1297430 APPLICATION #: AP991352 DATE PAID: FEE PAID: RECEIPT 4: DOCUMENT 4: PR835983 pl II -108 LOT: 21 +22 BLOCK: 94 SUBDIVISION: PROPERTY ID #: 11- 3206-017 -1140 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 1 GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY I IGNS Q[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 1 SQUARE FEET Trench confiauratian drainfi SYSTEM R [ 1 SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ 1 MOUND 1 I CONFIGURATION: [x] TRENCH [ 1 BED 1 1 N F LOCATION OF BENCHMARK: F.F.E., 11.50' NGVD [ 10.80 111 moms if ET ] [ ABOVE AJJ BELOW U BENCHMARK /REFERENCE POINT [ 40.80 1 [) INCHES If FT 1 1 ABOVE BELOW b BENCHMARK /REFERENCE POINT I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: 0 H E R [ 0.00 ] INCHES EXCAVATION REQUIRED: [ 30:001 INCHES Inspector to verify the existing septic tank is properly abandon before final approval. Invert elevation of drainfield to be no Tess than 8.60 ft. NGVD. *Bottom of drainfield elevation to be no less than 8.10 ft. NGVD. *The licensed contractor installing the system is responsible for installing the minimum category o sec. 64E- 6.013(3)(f). F.A.C. SPECIFICATIONS BY: Carlos M Icaaa APPROVED BY: TITLE: Carlos M Iaama DATE ISSUED: 02/2312011 ON DATE: 08/2312012 Page 1 of 3 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC v AP991352 5E836958 f APPLICANT: AGENT: S ATE-OFFLORIDA 'DEPARTMT ENTrOF HEALTH t3NS1TE SEi[VACGE TREATMENTzAI 0' AL.SYSTE� NSTRUCTION 1NSPECT(ON AND FINAL APPPROVAL. 7 J PERMIT NO DATE PAID FEE PAID: RECEIPT-1t: !'C PROPERTY ADDRESS' LOTci BLCCI SUBDNJSI.ON PROPERTY ID #- = _ = _ = ='fir = __ = = -_ -_ -_ -_- L -�_. •CHECKED `: [)C]' TT€I�1S 'ARE NOT IN ;COMPLIANCE , itrinf STATUTE :.OR .RULE AND MUST BE . CORRE. TED TANK INSTALLATION ' " [ ' ] .[01] . TANK -SIZE 111.0 "'T.? [21 [ ] [021 TPiNK MATERIAL r^ ' : ._ r ' [ ' 1 [031 ' . ,OUTLET DEVICE = ' 't [ 1 -[04] - - M LT1- CHAMBERED [Y.] /_N ] 1- .',1,. (053 O TL.ET.FILTE [ . ] . [061 - GEND o -- .�-' -7 --•- [ • ] [07] WATERTIGHT-, [ ] -[08] LEVEL; [- ] [09] DEPTH TO UD = DRAINFIEL INSTALLATIO [toy .��.' [ 1 111] . [ •] 1121 [ ] -[13] 4 [ ] [14] , [ ] '[15] . [ ] -[16] - [ 1 [17] 1 ] [181 ... [ .. -1 [PM] :- _ f : .. [20] [ ] : [211. A,GREGATE DEPTH .•'' - L� [ 1 [ 121 SOFT DISTRIBUTION BOX ' HEADER'' NUMBER OF DRAINLINES, DRAINUNE SEPARATION. DRAINL.INE SLOPE DEPTH OF-COVER ELEVATION [ABOV ] B111T' S STEM LOCATION, D SING'PUMPS A GREGATE SIZE *; A ELATE EXCESSIVE FINES ,FILL /EXCAVATION MATERIAL., [22] FILL AMOUNT 171,,k > 123] F LL TEXTURE [24] ' : EXCAVATION DEPTH- [25] AREA'REPLA-CED, -REPLACEMENT MATERIAL PLANATION OF 4IOLAT(ONS -/ 1 MARK r -- ISET = == ( ]. .[271 [ l [28] °- .] - [29] [` 1 f301- [;.:.1:331]. 1. ] [321 [ . ] [331 $34l [351 FILL( [- .1 [361 l (37] [ 1 138] t l 1391 CKS SURFACE WATER DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS .' POTABLE WATER LINE BUILDING FOUNDATION PROPERTY LINES OTHER D MOUND SYSTEM , DRAINFIELD COVER SHOULDERS SLOPES STABILIZATION FT ;ADD ONAL INFORMATION ] [40] H. UNOBSTRUCTED AREA i_STORMWATER :RUNOF ALARMS-:. .MAINTENANCE :AGREE 1 •;1441 BUILDING AREA [45] LOCATION CONFORMS: t461 FINAL SITE GRADING . J 447].. XONTRACTOR" 1 OTHER • ENT I H.SI'TI PLAN 4i AB MENT::. [49] . = TANK PUMPED ; 1 `- [50] _ TANK CRUSHED& FILL _1 Elnall11111111111111111111111MIIIIIII OONSTR FINAL S e N [PDPRO [API" RQV DH 4016 (Page 2), 1 Stock Number. 5744 "Fu k 1DISATPROVEDI ISAROVED]::' 7 (Previous fditlona May Be Used) - 4016.4, 7 ti PT 1: Applicant PT 2: PT 3: Bantam Department PT 4:, Health Depa tment Page 2of3 Rti -1 PERMIT NUMBER: Permit tracking number assigned by CHD. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION Lot, Block and Subdivision for lot or PROPERTY ID #: 27 character number for property. (property appraiser ID # or GIS location) COUNTY HEALTH DEPARTMENT CHECKS [X] ITEMS NOT IN COMPLIANCE WITH CONSTRUCTION PERMIT AND STATUTE OR RULE. INFORMATION IS COMPLETED BY CHD ON FOLLOWING ITEMS: TANK SIZE (gallons) TANK MATERIAL (concrete, fiberglass, etc) OUTLET FILTER (manufacturer, make, model) LEGEND (manufacturer code) DRAINFIELD AREA (square feet) DISTRIBUTION BOX / HEADER (check box) NUMBER OF DRAINLINES (number installed) SYSTEM ELEVATION (in relation to BM) DOSING PUMPS (number installed) SETBACKS (record actual setbacks in ft) SETBACKS OTHER (as required) STABILIZATION (date stabilized) CONTRACTOR (contractor installing system) ADDITIONAL INFORMATION (as required) ABANDONMENT TANK PUMPED (date) TANK CRUSHED AND FILLED (date) EXPLANATION OF VIOLATIONS: Record item number, explanation of violation, and required CONSTRUCTION APPROVAL: Circle approved or disapproved, CHD signature and date. AS BUILT INSTALLATION SKETCH FINAL APPROVAL: Circle approved or disapproved. CHD signature and date of approval. Final approval shall not be granted until the. CHD has confirmed that building construction and lot grading are in substantial compliance with plans and specifications submitted with the permit application. ELEVATION WORKSHEET ELEVATION OF BENCHMARK OR REFERENCE POINT* EXISTING GROUND TOP OF AGGREGATE [ +] SHOT H.I. H.I. H.I. H.I. [ -] SHOT [ -] SHOT [ -] $HOT ELEVATION 0 inspector _address DIIJISICII Env oral-mks! Hesidi Florida apart ent of Health la � 4a county Health Department ODS /W €ff. Division. EI8O5 SW 26 St. - Nitarai. FL 33175 • C'JT iments: _ ,,g ature b*" Af,&\ 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 15.)EgMWZ BAR07201 Zip: BUILDING Permit No. PL-- (l - PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): a !�'■ CA \ C. lV (. "� r Phone #: " C) Address:��� 1\4E- 1C.,�. City: -0 e State: 4 Zip 1 - (3'2) Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade '7.5-1-'5 Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: / Address: L \ City: VA 1 NO Flood Zone: : ; 1 Phone #: L , t f , s- State: t Zip: -3:-)c_:)21: Phone #: Qualifier Name: State Certification or Registr Lion #: , �� ( t �, Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: 7' d 'e ' -� �' °tj '-- Phone #: Value of Work for this Permit: $ ' ; `' Square/Linear Footage of Work: Type of Work: DAddress ❑Alteration New epair/Replace ❑Demolition Description of Work: 1. t°_- , dkr * * * * * * * * * * * * * * * * * * * * * *** * ***x *** ** * * ** Fees*** * ******* ** *** * * *** * * **** ** * * ** *** *:x***** Submittal Fee $ k ) Permit Fee $ 3 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE . 1 .0p; 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 in ion whic seven (7 s after the building permit is issued. In the absence of such posted notice, the inspection l nod e a a ,roved an �'a reins ection fee will be charged. Signature Owner or Agent foregoin instrument ras ackn•wledged before me this 7 The foregoing instrument was acknAttc led ed be day of 20 L • by 1, .: r ay of 3 /S 20 //, by �L who is personally known to me or who has produced who is p ;rson,.11y known tome or who has produced M<L As identification and who did take an oath. ••03/05, 20 6Xp %% ;•�� ~�`S 012 • `u, Calir'U81iC • Opp sa/On 9l 1/ 1,1,1,111110' NOTARY PUBLIC: Sign: Print: My Commission Expires: •fication and who did take an oath. •°N^J 4)1)- N Sign: Print: My Commission Expires: sgsk**** sk********* *3c **:ka`.**sk*akik***** doh: aask3 ,:aesFSFSk***=kaF*sk*** 2: *skassk: k**skakskaksk: k*sksks k** *sI : *******:kak:k*****skae:k *degas ********* *** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISP8 J SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Eduardo Moran PERMIT #: 13-SC- 1297430 APPLICATION 0: AP991352 TE PAID: ?.10e/.1 ` FEE PAID: 4 of /o ...RECEIPT #: #: PR835983 PROPERTY ADDRESS: 565 NE 101 St Miami, FL 33138 LOT: 21 +22 BLOCK: 94 PROPERTY ID #: 11- 3206 - 017 -1140 SUBDIVISION: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] G SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD Seotic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 500 ] SQUARE FEET Trench Confiauration drainfi SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: F.F.E., 11.50' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 10.80]rI INCHES 1' FT ][ ABOVE4 BELOWbBENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 40.80][ INCHES I FT ][ ABOVE 4 BELOWbBENCHMARK /REFERENCE POINT D FILL REQUIRED: 0 T H E R SPECIFICATIONS BY: Carlos M Icaza APPROVED BY: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ 30.00] INCHES Inspector to verify the existing septic tank is properly abandon before final approval. *Invert elevation of drainfield to be no Tess than 8.60 ft. NGVD. *Bottom of drainfield elevation to be no less than 8.10 ft. NGVD. *The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f). F.A.C. Carlos M iaaza DATE ISSUED: 02/23/2011 TITLE: TITLE: Dade EXPIRATION DATE: 08/23/2012 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC +r 1 .' .4 AE>991352 6F.836958 CHD Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28 -106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty -one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399 -1703. The Agency Clerk's facsimile number is 850 -410 -1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order' Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are • governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. • SEE ENLARGED PLAN THIS AREA ALLEY r—V_ 10.0.00' WATERMETER LOCATION OF NEW SEPTIC SYSTEM N TOP OF GRADE = +1016' I OLD SEP TIC TANK 00 TO BE FUMPED. FILLED I in WITH CLEAN FILL AND ABANDONED. UNE OF FUTURE MASTER BEDROOM ENLARGEMENT NEW 4" SANITARY UNE NOT A PART OF THIS PERMIT O Lri 10\ N I I 565 N.E.101 tree EXISTING RESI ' C FFE = +11.5' NGVD 100.00' O 0 L EREIDIfTft. is %E MIL; TAW._ _ itNFIEUL .. INSTALL OVER NEW 504 SQ.FT. TRENCH DRAINFIELD. TOTAL UNOBSTRUCTED AREA = 250 SQ.FT. /147, • OF SLAG T IMM OF INVERT ELEVATION BOTTOM Of GlIStiiNFIELD R PERIMETER GT 1EXCAVt'A'10+ AT LEA '1 T tw1DEP3 PROPOSED XESSIRPRGAI EEO Ar MGM THAN TUE DRAIN TRENCH 0 F') TEST HOLE - ELEV.= +10.6' 0 NEW 1050 GAL. SEPTIC TANK TOP OF GRADE = +10.6' UNOBSTRUCTED AREA UNOBSTRUCTED AREA UNOBSTRUCTED AREA 0 O 0 TEST HOLE - ELEV.= +10.6' 28' -0" 5' -0" 1 NE 101 Street in SETBACK ENLARGED SEPTIC SYSTEM PLAN THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTY OR ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION EXISTING SITE PLAN SCALE: 1 "= 20' -0" CROWN OF ROAD = +10.5' LEGAL SCALE: 3/16 " = 1' -0" Lots 21 AND 22, Block 94, AMENDED PLAT OF MIAMI SHORES, according to the plat thereof, as recorded in Plat Book 15, Page 14 of the Public Records of MIAMI —DADE County, Florida. SCOPE OF PROJECT NEW REPLACEMENT SEPTIC SYSTEM AS PER THESE DRAWINGS. MARIE MIHALI ARCH ITECT 11330 SW 41 Street Miami, Fl 33165 Tel: 305.389.4873 PROJECT NAME .. Z Q 0 0 LW La 1Z Q c 3 0 j:. O. IT � III W Z REVISIONS DATE No. 1 2 3 4 SEAL /SIG; `4i rte\ 1 a DESCRIPTION v�I /INI�tIIN���� MARIE M. at K, RA AR95209 SHEET NUMBER SW- 1 E MAR -31 -2011 15:24 FROM: PRODUCER TO:3057569972 P.2 CERTIFICATE OF LIABILITY INSURANCE 3 THIS CERTIFICATE IS ISSUED AS A MATTER OP INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ECONOMY INSURANCE AGENCY, 1800 WEST 65 S'I' SUITE 139 I- IIAL.EAH. FL 33016 INSURED A SUPER SEPTIC TANK 7701 WEST 18 LANE HHALEAH;FL, 33014 INSURERS AFFORDING COVERAGE NA C 0 INSURER A ASCENDAN COMMERCIAL INS CO. Enter HAIM INSURER Lk INSURER O; INSURER 0: INSURER 5: Enter NAIL# Enter NAICN Enter NAIC# Enter NAICO �LICIES ANY REQUIREMENT, PERTAIN, POOUC OF !NEUMAN E . ---3 -► BELOW TERM OR•CONDITION THE INSURANCE AFFORDED SY'ME ES. ADOREC.,AY LIMITS SHOWN MAY VE BEEN 1 ° AT"- • TO T E INS ' E NAMED :. FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY DE ISSUED OR MAY POUCIES 0E80RIBED HEREIN IS SU3JCCT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH HAVE BEEN REDUCED BY PAID CLAIMS. NA LTR WERE TYPE OP IN8(lR18N� w POLICY NUMBER' POLICY EFFECTIVE DATE ( „f,,1 -Ja/ POLICY EXPIRATION DATE • ... • ., LIMITS A GWERAL LUIBILIR Y awl COMMERICAL GENERAL Lm • • CLAIMS MADE G./ OCCUR GL -36831 03/ 17/ 011 03/17/2012 - EACH COCURENCE 53001.100 t:” I OAMAGE TO RENTED PREMISES (Ea oCUmNIOSI x100000 MED EXP (MY 0na Freon) 55000 ►l/ $500 NOW PERSONA:. b ADV INJURY 000000 ❑: -s--- SD & AGGREGATE I,IMtT APPLIES PER: GENERALAGGREOATE 5300000 PRODUCTS • COMP/OP AGO $300000 PII POLICY ❑ PROJECT r LOC A AUTORAosu.n LIABILITY �] ' ANY AUTO ❑ ALL OWNED AUTOS c MEWED SINGLE ROUT (ERICA Occurrence) • BODILY 01JURY (Per Few) 5 • EOHCDULBD AUTOS ■ HIRED AUTOS S Y (Per sadden° • ION - OWNED AUTO ❑ �_ PROPERTY DAMAGE (Peracdident) GARAGE LIABILITY ❑ ANY AUTO ■ AUTO ONLY • EA ACCIDENT $ OTHER THAN EAACC 5 AUTO ONLY; Ada $ A ^ 5XC55SA M!RELLA LIABILITY 0 OCCUR p CLAIMS MADE • DEDUGTSJ.E r RETENTION 8 MN COCURRENCE 5 AGGREGATE $ 5 - 5 B ❑ EMPLOYERS' LIABILITY AND ANY PROPRIETORIPARTt$RIEXECU- TWOOF'FIOERIMEMDER IDtCUJDGD? 11 Yom. deeame under SPECIAL PROVISIONS teIeW WO STAfU OTH- ❑ TORY LEAITS ❑ ER EL EACH AC CE:ENT $ EL DISEASE - EA EMPLOYEE 8 EL DISEASE • POUCY LINT/ $ © OTHER DESCRIPTION OF OPERATIONS/ I.00A'RQNS/ VEHICLES / EX0LUSONB ADDED BY ENDORSEIR$NT / SPECIAL PROVISIONS C - RTIFICATE HOLDER CA CITY OF MIAMI SHORES VILLAGE 10050NE2AVR MIAMI SHORES.FL.33138 :MOULD ANY OF THE ABOVE D550RIBED POLICIES BE CANCELLED =FORE THE EXPIRATION DATE THEREOP, THE INSURER APPO 0INC+I COVERAGE WILL ENDEAVOR TO MNLIQ DAVE WRITTEN NOTICE ro TNIC CBRTIFICATB HIOIAER NAM= TOTHE LEFT, OUT FAILURE TO DO SO MALL IMPOSd No OBIJOATTON 0 LIABILITY DP ANY ROND UPON T HE INSURE - . AGENTS OR RSPRSSENTA AUTHORIZED •i AIWB ACORD 25 (2001/08) 0 ACORD CORPORATION 1988