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EL-13-302Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 188005 Scheduled Inspection Date: March 26, 2013 Inspector: Devaney, Michael Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER comments low voltage 11� Permit Number: EL -2- 13-302 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1122320280310 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSPA87642. Failed Correction 0� Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 25, 2013 For Inspections please call: (305)762 -4949 Page 18 of 19 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 11 I y Inspection Number: INSP- 183678 Permit Number: EL- 1 -13 -11 Scheduled Inspection Date: March 19, 2013 Permit Type: Electrical - Residential Inspector: Devaney, Michael Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project <NONE> Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122320280310 Contractor: STRATEGIC ENERGY EFFICIENCY ASSOCIATES, INC Phone: 305.406 -9455 comments ELECTRICAL SERVICE TO UPGRADE EXISTING ' False SERVICE IN TE HOUSE INSPECTOR COMMENTS False Inspector Comments Passed Failed C Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 19, 2013 For Inspections please call: (305)762 -4949 Page 10 of 41 Miami Shores Village Building Department FEB, 13 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138_ Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. R -) PERMIT APPLICATION Master Permit No. )2-cl i Permit Type: Electrical JOBADDRESS: /0(n(r? r/Q lllfL,,e_ City: Miami Shores County: Miami Dade Zip: .3 91A Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): NO Flood Zone: Address: _M" 7 AY- 4441?!e City: A4149MI !�CA r!f State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: G%WAXne Phone #: Address: City: State Zip: Qualifier Name: Phone #: State Certification or Registration #: Contact Phone #: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $� 00.6a Square/Linear Footage of Work: Type of Work: ❑Address DAlteration ONew ORepair/Replace ODemolition Description of Work: Submittal Fee $ `� Permit Fee $ �� `� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address zip City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. owner or AU The forego' g instrument as ackn ledged before this day of , 20 by �0 who is ers nallgy kno to me or who has pr uce �� '� identification and who did take an oath. NOTARY PUB IC: � os a e 23,2 Sign: o -0 �a�y P� �x4`�e E2 aty WS Print: No m o� My Commission Expires. ded Signature, Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by vho is personally known to me or who has produced as identification and who did take an oath. ,-- z ®A APPROVED BY - �� f 3� Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - binder pen that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner-builder, maybe held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees le working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial _ C14 8. 1 understand that may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal 'income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these malrsuliject Werious�financial r#sk. s z Initial %fit,. 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initlal--C&"4, 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httplhvww.mvflor dalicense .com/dbodaro /cilbrindex.htmi Initi 11. 1 am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the ConsNuction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this. —4- day of 20 OWNdmar-"') who was personally known to me or who has d wee AIRY t Flo aSep 23.2015 yap aes I:E 128810 hR, ��r,m�ssion a#jaiNotaty � Assn• Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OWNER BUILDER DISCLOSURE STATEMENT Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: 9A & k4 DATE: o�'"i 3 --13 ADDRESS: A6 7 oa it M Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. I 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initi al. 2. 1 understand that building permits are not required. to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 7 A 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contacts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leaned within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may riot hire an unlicensed person to act as my contractor or to supervise persons working on ,my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by Idk and by county or municipal ordinance. Initial_, +�- . 8 'u l 3° Lj r Lm Pfd U DING Miami Shores Village DEC 19 2 12 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 1Z) PERMIT APPLICATION Permit Type: BUILDING Permit No. Master Permit No. O ROOFING JOB ADDRESS: 1066 7 Ni!:_� ff AW City: Miami Shores County: Miami Dade Zip:. Folio/Parcel#: Is the Building Historically Designated: Yes NO - Flood Zone: 1e_3 OWNER: Name (Fee Simple Titleholder):_ �"' /(�U �V l PI �"'�� I "( J8 z4 Phone#: 3o9152 7^ D ,PP Address:_ /06 6% IK //W City: lactmt 54kare5 State: 1r-,� Tenant/Lessee Name: Phone #: Email: il oe•- ow?m *6�7 l4o e eem CONTRACTOR: Company Name: 0/�j Phone #: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ Contact Phone #: Email Address: DESIGNER: Architect/Engineer.. Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Repllacee ODemolition Description of Work: - -Fr vs. S q3t�p zo QA�1 ' '" / Color thru d1e: Submittal Fee $ Permit Fee S. CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE ®� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinsgection fee will be charged Signature d1t. f ' o Signature Owner iAgent Contractor The foregoing +instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Lac , 201__�y I v � f � � y of , 20 _, by who is p onall 1 e or who has produced . r 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 �� Plans Examiner 1i l Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 5/2/2012)(RMsed 3/12/2012) XRevised 06 /10/2009)(RMsed 3 /15 /09)(RMsed 7/10/2007) zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: liz- c Job Name: Date: Q 1 G� Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: De n SR. CNI EI I In pe o Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:_ EC J l 1 "'*"11 � DATE: Gcc� z ))'�' \ Contractor Owner Archite Picke tans and (oth S') Address: _ Ic1�n��l N)E� I L From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 12' PERMIT CLERK INITIAL: P. F, or ytcok� ir TIFRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257 -1911 vvww.decotruss.com WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB -91 Summary Sheet ", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions conform to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Building Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis. The design and location of all bracing shall be such that they worts together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes. The Anchoring / Strapping of trusses to wails, beams, ledgers etc., shall be the responsibility of The Building Designer. Truss to Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSIITPI -95 & iA/TCA -, 5 for further information) TRUSS ERECTOR / INSTALLER (Builder) The proper and safe erection of all the trusses is exclusively your responsibility. You are cautioned to seek professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced, as per the attached HIB -91 Summary Sheet. You are also responsible to refer to the Truss Placement Plan and The Engineering when erecting Trusses, to insure proper placement. Not all trusses are svmmetrical in loading and /or design. Proper Placement and /or direction are always required. Check all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or after trusses in anyway. Never concentrate Building Materials, such as Plywood or Blocks on installed Trusses. Alterations to Trusses "The ac-1 of cutting or attaching any item that the truss was not originally designed for" 'Trusses cannot be altered from the attached engineering designs, with out proper re- designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not only in structural designs but also have experience designing trusses. Should any alterations be made to our design or manufactured item, the engineer, contractor and homeowner waive all warranties and liabilities by Deco Truss Company, Inc., its officers and engineer. All future, questions regarding said structure and warranties will be held by the persons whom redesigned said trusses and altered them. ALWAYS REFER TO THE ATTACHED HIB -91 Summary Sheet '� �o TRUSS COMPANY, INC. Trusses & Building Materials Re: 7884: ADD.: MIAMI SHORES Site Information: Project Customer: GRAY DOLPHIN Lot/Block: Site Name: Site Address: 10667 NE 11 AVE. MIAMI SHORES St: Zip: Deco Truss Company, Inc. 13980 SW 252nd ST Miami, FL 33032 Tel: (305) 257 -1910 Fax: (305) 257 -1911 Job Name: ADD.: MIAMI SHORES Subdivision General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: 7.35 Sep 27 2012 Roof Load: 60.0 psf Floor Load: WA Wind Code: Components /Cladding ASCE 7 -05 Wind Speed: 146 mph This package includes 12 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 611315- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss lD# Seal# 1 12/17/12 Al 0001 2 12/17112 A2 0002 3 12/17/12 A3 0003. 4 12117/12 A4 0004 5 12/17/12 AG5 0005 6 12117/12 AG6 0006 7 12!17/12 CJs 0007 8 12117112 J2 0008 9 12/17/12 J4 •' 0009 10 12t17/12 J6 0010 11 12/17/12 V12 0011 12 12/17112 V8 0012 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the truss design drawings listed above and attached. Truss Design Engineer's Name: Mahmound Zolfaghari P.E. License Number #: 36921 Address: 13901 SW 108 Ave, Miami, FL 33176 NOTE: The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. ,itr- Page 1 of 1 Engineers Name Date job -'- toss -- Tirvss y — - Qty- IADD MIAMI SHORES (JG2) -- 7884 Al i Common Truss (7 1 LOADING (psf) SPACING 240-0 CSI jJob Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Kurt 7.350 s 5ep G7 2012 Print 7.350 5 Sep 21 2012 MTak Industries, Inc. Mon Dec 1714:15:47 2012 Peg ID:LuSEgK7V5ttzlxQ64Wo ?HVyptoy jaSSV2wWK? XmJIbRK191GDzWAbs8xBZt8DxA4y82aQ 0 8-0 113 0 45-12 8 -11-8 13-5 -4 17-3-0 17 -11-0 0 8-0 0&0 3-1 -12 4-5-12 4-5-12 3-9-12 0.8.0 4x4 = 3.00 12 Scale = 1:30.4 Camber = 3/16 In 1.0.0 1.4-41 &11.8 i 1 67-0 18-11x017-11-0 1r�.n 7.7.a 7 -7-a arcs Plate Offsets KY): 11:0-2-2,0-0-81, [2:0-2-12,0-2-01, [4:0 -2-0 0-2-8j [6:0 -0-4 Edge] ,[6:0- 2- 8,0- 0 -0),[7:0- 5- 0,0 -3-0) LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.15 2 -7 >999 360 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.27 2 -7 >734 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (Matrix -M) Weight: 75 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* BL1: 2x6 SYP No.2 WEDGE - Rlght: 2x4 SP No.2 REACTIONS (Ib/size) 6= 92210 -8-0 (min. 0-1-8),8465/0-8-0 (min. 0-1-8) Max Horz 8=140(LC 3) Max UpI'Ift6=- 695(LC 3), 8= 799(1-C 3) Max Grav 6= 1053(LC 2), 8= 1103(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forms 250 (lb) or less except when shown. TOP CHORD 2 -14 =2532/ 1698, 3-14= 2469 / 1704, 3-15= 1768/1147, 4-15 =- 1714/1154, 4-16= 1714 / 1153, 5-16 =- 1756/1146, 5-17= 2257/1511, 6-17= 2275/1507, 2-8=- 1099/818 BOT CHORD 2-7=-157512425,6-7= 136212166 WEBS 4 -7=-68 /311, 5- 7=-6201413, 3- 7=-8361627 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.bpsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; enclosed; C-C Exterior(2) -0-0 -8 to 2 -11-8, Intsrior(1) 2 -11-8 to 5 -11 -8, Exterior(2) 5 -11-8 to 8 -11-8, Interior(1) 11 -11-8 to 14 -11 -1; cantilever left and right exposed Lumber DOL =1.33 plate grip DOL =1.33 3) This.truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it--lb) 6=695,8=799. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Design assumes 42 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2 -1 Od nails. LOAD CASE(S) Standard Ma1Tt ound 201fagharg P.E. Cox suilting Engineem 13901 S.W. 108 rev.. i.i, Florida 33176 Phone 305 - 253 -2428 Pax i05- 23:l---,24b Floddaa ProfaM W gu0ming Liam figp: 36921 its Mm NO T-,, 01 TRUSS 3.00 4x6 = Scale = 1:28.4 Camber =1/4 in 4X4 = 3X8 11 5x8 = 3X8 11 4X6 = v 1 0 0 8-11 -8 16-11-0 1 0 0 7 -7-8 7 -11-8 Plate Offsets MY): [1'0 -4 8 Edge] [1`.0 -0-4 Edge] [4:0 -3-4 Edge] [4:Edge 0- 1 -14], [5:0- 3-0,0 -3-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in poc) Wall Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.85 Vert(LL) 0.27 5-13 >760 360 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.41 5-13 >495 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(fL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix -M) Weight: 65 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 WEDGE Let 2x4 SP No.2, Right: 2x4 SP No.2 REACTIONS jib /size) 1= 944/0 -8-0 (min. 0 -1-8), 4=8321048 -0 (min. 0-1 -8) Max Horz 1 =19(LC 3) Max.Uplift1= 715(1-C 3), 4=- 641(LC 3) Max Grav 1= 1079(LC 2), 4= 951(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2-0 00 purlins. BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1=- 882/555, 1 -14= 2325/1544, 2 -14= 2307/1548, 2 -15 =- 1938/1297, 3 -15= 1902/1304, 3-16= 1873/1289,16-17=-1883/1282,4-17=-1983/1277 BOT CHORD 1- 8=-534 /828, 1 -5= 1410/2206; 4-5= 1127/1827 WEBS 2 -5= 579/287, 3-5=- 49/288 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= S.Opsf, h =15ft; Cat. II; Exp C; enclosed; C-C Exterior(2) -0-0-1 to 2- 11 -15, Intedor(1) 2 -11 -15 to 5 -11-8. Exterior(2) 5 -11-8 to 8 -11-8, Interior(1) 11 -11 -8 to 13 -11 -0; cantilever left exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at--lb) 1=715,4--641. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Nlainnound, Zo1fa Py— 13901 S. W. 108 DA aui, Flolids 33176 Phone )0. 253.2428 Flax :M -233 -246 7884 1 A3 I Hip Truss 0$A 1 4 0 3-0-12 8.0.0 8-11-0 17-3-0 17 -11-0 141.12 4-11-4 1 -11-0 74-0 0.8.0 4x6 = 4x8 = 3.00 12 Scale =1:30.8 Camber = 3M 6 in v N l� LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.92 BC 0.84 WB 0.06 (Matrbc -M) . DEFL in Vert(LL) 0.19 Vert(TL) -0.28 Horz(TL) 0.26 (loc) Well Ud 2-8 >999 360 2-8 >700 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 69 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -11 -14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 *Except* be installed during in= erection, in accordance with Stabilizer BL1: 2x6 SYP No.2 Installation guide. WEDGE Right: 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-6-14 REACTIONS (Ib/size) 6= 9221048 -0 (min. 0-1-8),9=957/0-8-0 (min. 0-1-8) Max Horz 9= 131(LC 3) Max UplIft6=757(LC 3), 9=924(LC 3) Max Grav 6=1054(LC 2), 9= 1095(LC 2) FORCES (lb) - Max Comp./Max Ten. = All forces 250 (lb) or less except when shown. TOP CHORD 2 -3 =- 1995/1417, 3-15 =- 1942/1406, 4- 15= 1912!1416, 4 -5= 1862/1441, 5-16 =- 1904/1419, 16-17= 1940/1409,6-17= 197611407,2-9=10641883 BOT CHORD 2-8=123311856,7-8--1231/1854,6-7=-1231/1847 WEBS 5-8= 2391275 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opst BCDL= 5.0psf; P =15ft; Cat. II; Exp C; enclosed; C-C Exterior(2) -0 -0-8 to 2 -11-8, Interior(1) 2 -11 -8 to 3-9-1, Exterior(2) 3-9-1 to 14 -1 -15, Interior(1) 14 -1 -15 to 14 -11 -1; cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it--lb) 6=757, 9 =924. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -1 Od nails. LOAD CASE(S) Standard 7884 HIP TRUSS 3.00 12 4x8 = 4x6 = Scale =1:28.4 Camber =118 In 4x4 = 3x8 11 1x4 11 5x6 = 3x8 11 4x4 = 1 a N O I� LOADING -tW TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 240-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress incr YES Code FBC2007/TPI2002 CSI TC 0.76 BC 0.73 WB 0.06 (Matrix -M) DEFL in Vert(LL) 0.17 Vert(TL) - 0.24 Horz(TL) 0.05 (lox) I/defl Ud 6-9 >999 360 6-9 >852 240 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 63 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.2, Right: 2x4 SP No.2 'Installation guide. REACTIONS (lb /size) 1= 832/0 -8 -0 (min. 0-1-8),4=944/0-8-0 (min. 0-1-8) Max Horz 1 =21(LC 3) Max Uplift1=- 698(LC 3), 4= 777(LC 3) Max Grav 1= 961(LC 2), 4= 1079(LC 2) FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2= 207711510, 2 -3=- 1944/1512, 3-15---1990/1488,15-16=-202611478,4-16= 206211478 BOT CHORD 1-6=- 1321/1946, 5-6=- 1322/1954, 4-5= 1298/1930 WEBS 2 -5= 2941273 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= S.Opst h =15ft; Cat. II; Exp C; enclosed; C-C Extedor(2) 0-0-0 to 13 -1 -15, Interior(1) 13 -1 -15 to 13 -11 -1, Exterior(2) 13 -11 -1 to 16 -11 -1; cantilever right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt -lb) 1=698,4--777. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard u Yd Hip Truss 5x10 MT20H= 3.00 12 1x4 11 5x10 MT20H= 15 4 16 5 —Vol Scale = 1:30.5 Camber = 3116 in a_ o LOADING (pal) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TP12002 CSI TC 0.96 BC 0.80 WB 0.23 (Matrix -M) DEFL in (loc) Vdefl Ud Vert(LL) 0.37 8 >538 360 Vert(TL) -0.36 8 >547 240 Horz(TL) -0.18 6 nla n/a PLATES GRIP MT20 244/190 MT20H 1871143 Weight: 83.Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SYP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2 -9-2 oc purlins. T3: 2x4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 3-5-12 oc bracing. BOT CHORD 2x6 SYP. No. 1D *Except* . MiTek recommends that Stabilizers and required cross bracing B1: 2x6 SYP No.2 be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. OTHERS 2x4 SP No.2 *Except* BL1: 2x6 SYP No.2 REACTIONS (lb /size) 10= 1550/0 -8-0 (min. 0 -1-8), 6= 1548/0 -8-0 (min. 0 -1 -13) Max Ho¢ 10=143(LC 3) Max Uplift 10= 1887(LC 3), 6=1802(LC 3) Max Grav 10= 1777(LC 2), 6= 1774(LC 2) FORCES (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3=- 436414779, 3-15 =- 4806/5373, 4- 15=- 4806/5373, 4-16 =- 480615373, 5-16 =- 4806/5373, 5-6=- 414914545, 2- 10= 1777/1901 BOT CHORD 2 -9=- 4531/4180, 9- 17=- 4549/4198, 8-17 =- 4549/4198, 8- 18=- 4296/3975, 7- 18=- 4296/3975, 6-7=- 4277/3956 WEBS 3-9= 275 /282, 3-8= 734 / 801, 4- 8=4711565, 5-8=- 101511039 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= S.Opsf; h =15ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed; Lumber DOL41.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Provide adequate drainage to prevent water ponding. At 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt =1b)�x 10=1887,6=1802. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 182 lb up at 6-0-0, 98 lb down and 182 lb up at 8 -0-12, and 98 lb down and 182 lb up at 9 -10-4, and 98 lb down and 182 lb up at 11 -11 -0 on �+ top chord, and 370 lb down and 521 lb up at 6-0 -0, 66 lb down and 66 lb up at 6-0-12, 66 lb down and 66 lb up at 8-0-12, 66 lb rr ko down and 66 lb up at 9 -104, and 66 lb down and 66 lb up at 11 -10-4, and 370 lb down and 521 lb up at 11 -11 -0 on bottom chord. a , The design/selection of such connection device(s) is the responsibility of others. , 11) 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 Continued on page 2 rs F - H 0 1.n 7884 AG5 Hip Tniss 1 1 i Job Reference LOAD CASES) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1 -3=85, 3- 5 =-85, 5- 6=-85, 2-6=20 Drag: 2 -10 =20 Concentrated Loads (lb) -Vert 3=-85 5=-85 9 =378(F =319) 7 =378(F =319) 15=- 8516 =- 8517 = -59 18 =59 .v:Ia.iii3'[gmic! �`.:aillu� , -'1, T Z. Ming Fngineem 13901 S.w 108 A,". Mianli, Florida. 33176 Phone 305- 253 -2428 Fax Florida Professional En ' eerie Lice No, 3692: I�o� runs - - -- ss yp e— ty y iADD.: MIAMI SHORES (JG2) - - - - -- 7884 AG6 Truss TH 1 1 (Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032, Mari Espineire r 5x10 MT20H= 3.00 12 cun: r aau s aep ci turc rrus aa�u s aep cr curt rvu I D: LuSEgK7V5ttzIx464Wo ?HVyptoy- BmOgiO� 11 -11-0 14-11-0 2 -11-8 3.04 1x4 11 5x10 MT20H= 17 3 18 Scale =1.30.0 Camber = 3116 in 2x4 11 7x8 = 2x4 11 v d^ LOADING (psi) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007ITP12002 CSI TC 0.95 BC 0.80 WB 0.24 (Matrix -M) DEFL in Vert(LL) 0.36 Vert(TL) -0.36 Horz(TL) 0.06 (loc) I/defl Ud 7 >594 360 7 >603 240 5 n/a n/a PLATES GRIP MT20 244/190 MT20H 187/143 Weight: 82 lb FT= 0% LUMBER BRACING TOP CHORD 2x4 SYP M 31 -Except" TOP CHORD Structural wood sheathing directly applied or 2 -9-2 oc purlins. T2: 2x4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-7 -2 oc bracing. BOT CHORD 2x6 SYP No.1 D MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size)'' 1= 1548/0 -8-0 (min. 0-1-13),5=1548/0-8-0 (min. 0 -1 -13) Max Uplift1= 1789(1_C 3), 5= 1789(LC 1) Max Grev 1= 1773(LC 2), 6= 1773(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1= 1295/1410, 1- 2= -4143/4514, 2- 17= -4827/ 5364, 3-17 =- 4827/5364, 3-18 =- 4827/5364, 4-18=:482715364,4-5=-4143/4514 BOT CHORD 1 -1= 1180/1071, 1- 8=- 4248/3950, 8-19= -4265/3969, 7 -19- -- 4265/3969, 7- 20=- 4265/3969, 6-20 =- 4265/3969, 5-6=- 4248/3950 WEBS 2 -7- 104011069, 3-7=- 4881583, 4-7= 1040/1069 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -06; 146mph (3- second gust); TCDL= S.Opsf, BCDL= 5.Opsf h =15ft-, Cat II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it--lb) 1=1789,5=1789. 8) "Semi -rigid pitchbreaks with foxed heels" Member end fusty model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 182 lb up at 6-0-0, 98 lb down and 182 lb up at 8 -0-12, and 98 lb down and 182 lb up at 9 -10-4, and 98 lb down and 182 lb up at 11 -11 -0 on top chord, and 370 lb down and 521 lb up at 6-0-0, 66 lb down and 66 lb up at 6 -0-12, 66 lb down and 66 lb up at 8 -0-12, 66 lb down and 66 lb up at 9 -10-4, and 66 lb down and 66 lb up at 11 -10-4, and 370 lb down and 521 lb up at 11 -11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 =1.33 Uniform Loads (plf) Vert: 1- 2=-85, 2- 4=-85, 4-5=-85,1-6=-20 Continued on page 2 Mahe o1md Z'Z01 ' g P.E. C onsialting Enginws 13901 S.W. 108 Av® . Man* Florida. 33176 Phone 305 - 253 -2428 F A5 -233 t2 ,qb Florida Pro£essio l En&eering License Igo. 3692: #� xu' 7884 Hip Truss LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2---85 4=-85 8= 378(F= 319) 6= -378(F =319) 17=85 18=-85 19 = -59 20=-59 CJs 1 DIAGONAL HIP GIRDER 2.12 12 2x4 11 4 5 1x4 11 3x4 _ 6 3x8 11 Scale =1:23.4 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007ITP12002 CSI TC 0.36 BC 0.30 WB 0.19 (Matrn(-M) DEFL in Vert(LL) 0.04 Vert(TL) -0.03 Horz(TL) -0.01 (loc) I/defi L/d 7-8 >999 360 7-8 >999 240 7 Ma n/a PLATES GRIP MT20 244/190 Weight 23 ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1 -7 oc bracing. SLIDER Left 2x4 SP No.2 2 -2 -0 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. REACTIONS (lb/size) 1= 349/0 -11 -5 (min. 0-1-8),7=33810-2-8 (min. 0 -1-8) Max Horz 1= 204(LC 3) Max Uplift1- 701(1-C 3), 7= 509(1-C 3) Max Grav 1= 41O(LC 2), 7= 388(LC 2) FORCES (Ib) - Max. Comp.Mlax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -15= 013851 1 -2= 0/347, 2 -3=- 511x/54 BOT CHORD 1- 17=- 844/479, 1 -8 =- 844/479, 8-18 =- 844/479, 7- 18=- 844/479 WEBS 3-7= 501/883 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf, h =15ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ;Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been desighed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it--lb) 1 =701, 7 =509. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 lb up at 2 -10-4, and 12 lb down and 52 lb up at 5-8-3 on top chord, and 118 lb up at 2 -10-4, and 66 lb down and 110 lb up at 5-8-3 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 =1.33 Uniform Loads (plf) Vert: 1- 4=-85, 4- 5 =-85, 6 -9=-20 Concentrated Loads (lb) Vert: 15=161 16 =-11 17= 11818 = -56 Mahmound Zolf , P.: , ConsvI ing Engine 13901 S.W. 108 Miami, Florida 33176 Phone 305- 253 -2428 Fax 305- 233 - -t2gh Florida Professional Engineering License Igo. 3C, _ 7884 1.16 JACK -OPEN TRUSS 0 8 0 5-4-0 8-0-0 0 8 0 4-8-0 0-8-0 LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.11 3-8 >626 360 TCDL 20.0 Lumber Increase 1.33 BC 0.70 Vert(TL) - 0.11 3-8 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix -M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 2= 170/0 -1-8 (min. 0 -1-8), 3= 79/0 -1-8 (min.'0 -1-8), 1= 375/0 -8-0 (min. 0-1-8) Max Hors 1= 215(LC 3) Max Uplift2_ 273(LC 3), 3= -56(LC 3), 1=- 413(LC 3) Max Grav2=198(LC 2), 3 =86(LC 2), 1= 429(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:11.8 Camber =1 /181n PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% 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 erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= S.Opsf, BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (it -lb) 2=273,1=413. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mahmomd Zolfagbari P.B. Consulting Enure ;; .. 13901 S.W. 108 Av0. N iarni, Florida 33176 Phone 305 - 253 -2428 Fm i05- 23 .)mt24b Florida Professional Engineering tiom No, 36921 ftfti4r4 *fffV 1-* 14MtWx GYM MIR 7884 TRUSS Scale = 1:9.3 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) 0.01 3-8 >999 360 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.24 Vert(TL) - 0.01 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix -M) Weight 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS Qb/size) 2= 90/0 -1-8 (min. 0 -1-8), 3= 48/0 -1-8 (min. 0 -1-8), 1= 279/0 -8-0 (min. 0-1-8) Max Holz 1= 147(LC 3) Max Uplift2=- 149(LC 3), 3= -45(LC 3), 1= 315(LC 3) Max Grav2= 105(LC 2), 3 =53(LC 2), 1= 319(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All fords 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf, BCDL= S.dpsf, h =15ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left exposed Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at--lb) 2=149,1=315. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fbdty model was used in the analysis and design of this truss. LOAD CASE(S) Standard MIt<i24%].Ound ZOl ]?.F-. Consulting Figint 13901 S.W. 108 Av, . -Nfiami Florida 33176 Phone 305- 253 -2428 Fax A5- 233 --t2 -+b Florida Professional En 'neermg License No. 3691, :.. , mr, IO-F-- --- —� - -- - Truss Type 17864 !J2 JACK -OPEN TRUSS 0 8 0 1-4-7 2-0-7 0 8 0 0-8-7 041-0 3.00 F1 2 LOADING (W SPACING 2 0 0 CSI DEFL in (loc) I/defl Ud TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) 0.01 4 >999 360 TCDL 20.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.01 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n!a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix -M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) 1= 277/048 -0 (ruin. 0-1-8),2--5/0-1-8 (min. 0-1-8),3= 74/0-1-8 (min. 0-1-8) Max Horz 1 =73(LC 3) Max Uplift 1=- 668(LC 3), 2-1 (LC 4), 3= -85(LC 2) Max Grav 1= 316(LC 2), 2 =6(LC 2), 3= 145(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown. Scale =1:6.9 PLATES GRIP MT20 244!190 Weight: 6 lb FT = 0% Structural wood sheathing directly applied or 2-0-7 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. MTek 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= S.Opsf, BCDL= S.Opsf, h =15ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left exposed Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (it--lb) 1 =668. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) "Semi -rigid pitchbreeks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 7884 IV8 TRUSS 2 1 1 Job i i 4-0-1 7-4-1 8 0 1 gh 341-1 3-4-0 0 8 0 3.00 F1 2 4x4 = N Scale =1:14.6 4 2x4 G 1x4 II LOADING (psf) SPACING 2 -0 0 CSI DEFL in ([or,) I/detl Ud TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - n/a 999 TCDL 20.0 Lumber Increase 1.33 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (matrix) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) 1= 1431840 -1 (min. 0-1-8),3=143/8-0-1 (min. 0-1-8),4=30618-0-1 (min. 0-1-8) Max Uplif:1 =174(LC 3), 3= 174(LC 3),4=301 (LC 3) Max Grav 1= 164(LC 2), 3= 164(LC 2), 4= 348(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2- 4= 278/336 2x4 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% Structural wood sheathing directly applied or 64-0 oc puriins. 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. f NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3 -second gust); TCDL= S.Opst BCDL= S.Opsf, h =15ft; Cat. II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 1= 174, 3--174,4--301. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 7884 M2 ! VALLEY TRUSS 4x4 = 3.00 12 Scale =1:19.0 4 3x4 ; 1x4 11 3x4 Zz 12-0 -1 Plate Offsets (X Y): [2.0 -2-0 0-2-4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 3 n/a n/a BCDL 10,0 Code FBC2007/TP12002 (Matrix) Weight: 34 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2x4 SP No.2 MiTsk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS '(Ib /size) 1= 211/12 -0-1 (min. 0-1-8),3=211112-D-1 (min. 0 -1-8), 4= 590/12 -0-1 (min. 0-1-8) Max Upliftl= 214(LC 3),3= 214(1-C 3),4=-1547(]-C 3) Max Grav 1= 252(LC 7), 3= 252(LC 8), 4= 674(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2- 4=- 483/505 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3 -second gust); TCDL= S.Opsf; BCDL= 5.Opsf, h =15t Cat. II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Provide rriechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it--lb) 1 =214, 3= 214,4 =547. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard Florida Professional En ir]wing Liccnn No. 36921 o, "" M04IR STANDARD LATERAL WEB BRACING TRUSSES © 24" O.C. TYP. 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 Ibs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 Ibs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 Ibs. -END OF BRACING MEM. SHALL BE CONNECTED A FIXED LATERAL BRACING DETAIL 'RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL r TRUSSES _@ 24" O.C. TYP. T— BRACE WITH �10 NAILS 0 6" O.0 . TYP. d 0 6" I TYP. —BRACE SAME SIZE ,ND GRADE AS WEB. EB (24 MAX.) WEB SECTION DETAIL NOTE: _ BRACE MUST BE 807. THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI -2007 T.0 ...... SEE STRUCTURAL SHEET. Revised: B.0 ...... SEE STRUCTURAL SHEET. 7/7/94 WEBS...SEE STRUCTURAL SHEET. 03/2012 LOADING (PLF) STR. INCR.: 33% L. D. DRAWN BY: G.L.H. T.C. 30 15 CHECKED BY: J.A.I. B.C. 0 10 REP. STRESS: YES SPACING: 24 INCH O/C. D O FV/—]U[l O 0� O DO a MITek Industries Inc. Mahmoud Zolfaghari 13901 S.W. 108 Ave. Miami, FL. 33176 305 - 253 -2428 P.E. No. 36921 for MITek Industries Inc. STANDARD ROOF VALLEY DETAIL SUPPORTING VALLEY VALLEY TRUSSES TRUSSES AREA PARTIAL ROOF LAYOUT 12 STRAP @ 48" O.C. SEE NOTE (c) BELOW. 3x5 SEE NOTE (o). SUPPORTING TRUSSES ® 2' -0" O.C. MAX. NOTES: (a) Provide continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for verticals studs = 8' -0 ". On trusses with spans over 24' -0" the verticals should be spaced at 6' -0" .o.c. max. (c) Conn, for wind uplift w/ min. 1 1/4 ", 16 ga. twist strap at 4' -0" intervals w/4 10d nails each side of strap. Max. 146 mph wind speed 20' -0" max. wall height. (ASCE 7 -05). VALLEY TRUSSES AT n r kAAY OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. MINIMUM GRADE OF LUMBER REFER TO ENGINEERING FBC -2007 SHEETS. LOADING (PLF) STIR. INCR.: 33% L. D. DRAWN BY: T. C. 30 15 CHECKED BY: B.C. 0 10 REP. STRESS: YES SPACING: 24 INCH 0 C. Note: Plywood sheathing may be extended below volley trusses. Provide opening for straps to connect to trusses below. Mohmoud ZoLfoghori 13901 S.W. 108 Ave. Miami, FL. 33176 305 -253 -2428 DECO TRUSS COMPANY P.E. No. 36921 13980 S.W. 252 ST. PRINCETON, FL. 33032 i�1i ?(rte HIP / JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HI BOTTOM CHORD. WITH THREE (3) -16D NAILS AND USE USP 7 (LRHURRICANE CLIP FOR HIP CORNER JACK 9' -0" AND 11' -0 " CHORDS NAIL WITH UNIVERSAL HIP HANGER ON BOTTOM CHORD. TOP C THREE (3) -16D NAILS AND USE USP RT7 (UR) HURRICANE CLIP 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) -16D NAILS AND USE USP RT7 (UR) HURRICANE CLIP AT TOP & BOTTOM. 3. FOR COMMON CHORD AND ND TO TOP CHORD CWITH THREE (�L 6D AILS ON BOTTOM AND USE USP RT7 (UR) HURRICANE CLIP AT TOP 4. FOR COMMON JAAIICTOP CHORD 1WITH USE THREE (3)� -16D NAILS AND UBOTT BOTTOM CHCHORD AND RT7 (DR) HURRICANE CLIP AT TOP NOTE: to attacihea mianu -11aue %- uuul._y i Iuaaua.L "uw..= Approvals for nailing and proper use of hangers. Hanger / Strap I.D. Number HJC26 & HJC28 SKH26 UR RT7 — Hurricane Clips CLPBF — Butterfly Hanger State of Florida or Miami -Dade County Annroval Number Miami -Dade Approval Number 11- 0510.01 Miami -Dade Approval Number 11- 0510.01 Miami -Dade Approval Number 11- 0510.01 Miami -Dade Approval Number 08- 0206.07 HJC HIP /JACK ALLOWABLE LOADS, STOCK NUMBER HJC26 HJC28 STEEL GAGE 12 12 DIMENSIONS pnchas FASTENER SCHEDULE , SP ALLOWABLE LOADS Obs) ad W 6 6 H -61, 7'1 D 31Ja 3' /a Carrying Truss Carried Trusses Jack Qty 7 a Hap Qty 5 6 Type 10d Common 10d Common Doyy��dx lift= Qty 18 20 Type 16d Common 16d Common Cs =1.0 2090 3220 Ca ° 1.18 2090 3705 Qo ° 126 2t)� 3985 Co ° 1.6 2005 2010 FOR 51: 1 Inch = 25.4 mm,1 Ibf = 4A5 N,1 psi = 5.89 kPa 'A 10d Common Nail is a nail with a diameter of 0.148° and length of 3°. A 16d Common Nail is a hall with a diameter of 0.162" and a length of 31/='. ?Loads have been increaser) as shown in accordance with code. 15YO and 25% for snow and construction loads. No further increase is permHled. so-A for wind or seismic loading. No further increase Is permitted 'The lumber species Is Southern Pine 4The publtshed load is for the total of the hip at 45 degrees and jack at 90 degrees combined. slice minimum header thiclmesa shalt be 2 inches for the 16d common nails. JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS tuC For Sh 1 Inch = 25.4 mm,1 MI = 445 n. I PSI - %w nra 'A 10d Common nails is 3 lathes long and 0.148 inches in diameter 2The 10d Common Nails nails driven into the joist shalt be Installed at 30 to 45 degrees h0fkOnislM toward the header. 3Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further increase is Pennitted. W% for wind or seismic loading. No further increase Is Permitted. *The lumber species is Southern Pixie SUpflft loads for connectors listed as WA had an uplift capacity less than the required 700 pounds. SLANT NAIL DETAIL TYPICAL JUS INSTALLATION NOA No. 11-0510.01 Expiration Date: June 04, 2016 4pproval Date: July Zl, 2011 JUS TYPICAL HJC INSTALLATION �• r. ' UNITED STEEL PRODUCTS COMPANY DIMENSIONS {inches) FASTENER SCHEDULE' 2 SP ALLOWABLE LOADS (ibs.) a STOCK STEEL - HJC JUS AT Header Joist Download 3 uplift 3A NUMBER GAGE LICENSE NO. 70432 D A Q11' Type 1 OF 2 Type Cn =1.o Co =1.15 Co =125 Co =1.6 JUS24 JUS26 JUS28 JUS210 183/a 18 18 18 13/a 13/A 13/a 1 1 1 1 4 4 8 8 10d Common 10d Common 10d Common 10d Common 2 4 4 4 10d Common 10d Common 10d Common 10d Common 710 925 1170 1420 815 1065 1350 1635 880 1080 1485 1700 WA 1160 1115 For Sh 1 Inch = 25.4 mm,1 MI = 445 n. I PSI - %w nra 'A 10d Common nails is 3 lathes long and 0.148 inches in diameter 2The 10d Common Nails nails driven into the joist shalt be Installed at 30 to 45 degrees h0fkOnislM toward the header. 3Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further increase is Pennitted. W% for wind or seismic loading. No further increase Is Permitted. *The lumber species is Southern Pixie SUpflft loads for connectors listed as WA had an uplift capacity less than the required 700 pounds. SLANT NAIL DETAIL TYPICAL JUS INSTALLATION NOA No. 11-0510.01 Expiration Date: June 04, 2016 4pproval Date: July Zl, 2011 JUS TYPICAL HJC INSTALLATION �• r. ' UNITED STEEL PRODUCTS COMPANY •' 14305 SOUTHCROSS DRIVE - SUITE 200 _ BURNSVILLE, MN 55306 PH: 800- 328-5934 NAME: FACE MOUNT HANGERS - HJC JUS AT STEVEN A BREKKE �6. 312812091 PROFESSIONAL ENGINEER LICENSE NO. 70432 ~ SHEET: DRAWING NO.: 1 OF 2 MD- HJC -JUS SKH SKEWED HANGERALLOWABLE LOADS STOCK NUMBER STEEL GAGE DIMENSIONS inches FASTENER SCHEDULE SP ALLOWABLE LOADS bs 9 W H D Header Joist Download$ UpM2 Face Type Qry Type Co =1.0 Coa1.15 Coc1JG C6 =1.6 SKH26LIR 16 1 ! 5'! 1 1 6 1 1 S Common 1 6 10dx1 -112 895 1030 1120 870 nor an mcn =c..nun,,paw --- , ,...- --- .. 'A 10dx1 -112" Common nails is I% inches long and 0.148 Inches in diameter The 16d Common nail is 0.162 Inches in diameter W3'12 inches long. 2L Oads have been increased as shown In accordance with code. 15 °h and 25Y. for snow and oonstniction loads. No further increase is permitted. 60°16 for wind or seismic loading. No further Increase Is permitted. 'ft lumber species is Southern Pine JL JOIST HANGERALLOWABLELOADS SKH r SKH26R INSTALLATION TOP VIEW STOCK STEEL. DIMENSIONS (inches) FASTENER SCHEDULE' ALLOWABLE LOADS (Ibs) 9 Header Joist I Download 2 Uplift NUMBER GAGE 3128!2011 PROFESSIONAL ENGINEER D Qty Type Qty Type Co =1.0 Oa =1.16 CO =125 CD 1.6 20 W 11 H 3 11 4 10dCommon 2 10dx1'l 490 545 ei5 WA JL24 JL26 20 19/ 491 11/ 6 10d Common 4 1pdx1'/ 740 850 925 1515 700 940 JL28 20 191 691 1'/ 10 10d Common S 8 10dx1'/ 10dx1'1 1230 1720 1414 1980 2070 1170 JI210 20 191 8'i 1'/ 14 10d Common For Lit: 7 Inan = v.n nr,q 1 — .. . ... ...... . r.... - -- ._ 'A 10d Common nail is 3 Inches Ionq and 0.145 inches in diameter A 10dx1'12 nail is *2 Inches long and 0.148 inches In diameter 2Loads have been Increased as shown In accordance with coda. 15% and 250% for snow mid construction loads. No Bother Increase is permitted. 60%forwindorseismioloading. NofMerincreaselspermitted. 9The lumber species is Southern Pine °Uplift loads for connectors listed as NIA had an uplitt capacity less than the required 700 pounds. 7WICAL&WTALLATION JL NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 UNITED STEEL PRODUCTS COMPANY r 14305 SOUTHCROSS DRIVE - SUITE 200 BURNSVILLE, MN 55306 PH: 800-3285934 (` I NAME: FACE MOUNT HANGERS SKH JL 910-191,11 DATE: STEVEN A. BREKKE - : '_ •• 3128!2011 PROFESSIONAL ENGINEER LICENSE NO. 70432 ' SHEET. DRAWING NO.: _ FFF _ 2 OF 2 MD- SKH -JL r USP STRUCTURAL CONNE A M1%k Cempanr Typical RMA Typical RM Typical RT5 Typical RT8 truss/rafter truss/rafter to truss/rafter truss/rafter to plate Installation plate installation to double to double plate Installation plate installation 17/ 1 171 1 5- 9, V i 2112" 51/4 . 1 7!2" � ;w - 33I4' 27/ 41 15/8 1'2" RMA K RM RTS RM Typical R77 truss/rafter to double plate Installation F1 /F2 Typical R77A truss/rafter to double plate installation Typical RIBA stud to double plate installation A,- Typical flr10 truss/rafter to double plate to stud installation 1 11/2 " 11/4" 514" 103/4 flr7 flr7A RMA continued on next page 1-800-328-5934 • www.USPconnectors.com O V& a c c 0 U_ m N USP Stock No. Ref.No. Steel Gauge Fastener Schedulaw Allowable Loads (Lbs.) Code Ref. Trusaafter Top Plate Masonry Block Lateral 160% Upiift �y Type qty, Type Qty Type F1 F2 F3 DF -L I SP S-P-F 160°% 1607, RT16M HM9KT 18 9 10d x 1 -112 -- -- 4 1/4° x 1-3/4° Tapcon 630 480 115 1395 1395 F19 9 tOd x 1 -1I2 4 16d 2 114° x 9- 314° Tapcan —I-- - -- -- 1360 13$0 1) Allowable joaos nave Dean mcmasea akr h Tor Nana or smsmn: luaus; IN lul u ici mcwaw auau . o pvo u..v 2) 1 Od x 1 -1/2 rots are 9 gauge (0.148" diameter) by 1 -112" long. 3) Install with 114° x 1 -3/4° Tapoora Concrete Screws in accordance to manufacturer's installation specifications. 4) Fasteners to be Installed to fusty grouted and reinforced concrete masonry. These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. Materials: See chart Finish: G90 galvanizing-, RT7A -GC & RT15 -GC — Gold Coat Options: HHCP2, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RTBA, RT16A, and RT16 -2 are available in Triple Zinc. To order, add TZto stock number, as in RT10 -TZ RT3A, RT4, RT5, RT7, RTBA, RT10, RT16A, and RT16 -2 are available in Stainless Steel. To order, add SSto stock number, as in RT7 -SS. Codes: ESR -1881, ESR -1465, 2031C, FL565, FL821, FL817, FL859, Dade County, FL 07- 0306.10, L.A. City RR 25779 n Typical HCPRS stud to plate installation F' f it t Uplift i e pli ` Typical HHCP2 truss /rafter to double plate corner installation 54 1 USP Typical HC52O gable brace installation Typical HC52O stud to plate Installation 15jg„ 4 HC52O O Hurricane Anchor installation to achieve twice the load 1-800-328 -5934 • www.USPconnectors.com (Top View) continued on next USP2173 -111 >F sP CONS, Materials: See chart Finish: G90 galvanizing Options: See Specialty Options Chart. Rough/Full sizes available. THD hangers with widths greater than 3 -can have one flange inverted with no load reduction. Specify right (R) or left (L). Codes: ESR -1781, FL9835, FL13285, Dade County, FL 06- 0921.05, L.A. City RR 25843 Installation: • Use all specified fasteners. See Product Motes, page 11. Some'model "designs, may vary from illustration showm ;: SeeEWP applicatitnslpag�es 121 122 Typical MD270 installation 'i H TH928 Joist! Truss Shm Truss USP . Stock Ho. Ref. No. IG..91. ee Dimensions Fastener Scheduisr°' Allowable Loads (Lbs.) Code Ref- W H D Header Truss DF -LISP Qty Type Qty type Floor Roof UPliif 100% 115% 125% 160% 2x6-8 THD26 HTU26 16 1 -518 1 5.1116 3 18 16d 12 110d x 1 -112 2485 2855 1 3060 2170 Add 11Fpne flange, 2 x 8 -10 THD28 HTU28 16 1 -518 7 3 28 16d 16 10d x 1 -112 3865 3�5 3965 2330 2 x 10 -12 (2)2x6-8 ' (2)2x8-10 (2) 2 x 10 -12 4x6 -8 THD210 THD26 2 THD26 2 THD210 -2 THD46 HTU210 HHU526 2, H R126 2 HNUS28 2 HTU28 2 HHUS210 -2, HTU210.2 HHUS46 16 14 14 14 14 1 -SB t3-5/8 9 5318 7 -916 9.118 55116 3 . 3 3 3 3 38 18 28 38 16 16d 16d 16d 16d 16d 20 12 16 20 12 10d x 1 -12 10d 10d 10d 10d 5075 2540 3&i0 5360 2540 5115 2920 4540 6160 2920 5115 3175` 4935 6700 3175 3095 2595 3810 2285 5 p18, F D2 RS 4 x 8 -10 4 x 10 42 THD48 THD410 HHUS48 HRUS410 14 14 7 -1116 0.1!16 3 3 28 38 16d 16d 16 1 20 10d 10d 3950 5360 4540 6160 4935 6700 2595 3810 4 x 12 -14 THD412 -- 14 11 3 48 16d 20 10d 6770 7045 7045 .3810 4041-16 41 -16 (3)200-12 10 -12 6 x 10 -12 THD414 THD210 -3 1140610 -- HHUS210 -3. HHU55.50l10 14 12 = 12 3 -518 5 -118 5-12 12 -718 ff 9 3 3 3 58 38 38 16d 16d 16d 20 20 20 10d 10d 10d 7045 5660 5660 7045 6510 6510 7045 1 7045 1 7080 3810 3850 3410 5, F30, R5 5, F18, F30, D2, R5 5, F18, F10,F30,D2,R5 602 -14 THD612 -- 12 5-12 11 3 48 16d 20 10d 7150 8225 8415 4065 6 x 14 -16 THD614 -- 12 5-12 12-7/8 3 56 16d 201 10d 1 8415 8415 8415 4065 7 x 9- 114 -.14 THD7210 HHUS725110 12 7 -114 9 3 38 16d 20 10d 5860 6510 7080 3410 5, F18, F30, D2, R5 1) Uplift bads have been increased 60°16 for wind or seismic loads; no further Increase shall be permitted. 2)10d x 1 -12 crags are 9 gauge (0.148 - diamebr) by 1 -12 -long. 3) Minimum nab penetration is 1.518' for 16d nabs. Snecialtv Options Chart — refer to Specialty Options pages 194 to 195 for additional details. — option skevr &A sloped soap Sloped I Skewed"' inverted Flange Not available in widths < 3`. Range 1' to 45° 1 ° b 45° See Sloped Seat and Skewed Widths > 3 can have one flange inverted. 100% of table bad. Allowable 85°% of table load 65°% of table load 65% of table load 65% of table load when naTmg into the support Loads members end grain. Add SKangle required, Add SL, slope required, Add 11Fpne flange, and right (R) or left (L), and up (Ll} or down (D), See Sloped Seat and Skewed. right (R) and left (L), Ordering to product number. to product number. EX. THD410- SK45RSL30D to product number. Ex. THD410•SK45R Ex. THD410 -SL30D F-x. THD41011FR 1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Aft sloped, skewed, or combinations require bevel cut or spare cut on joist in all applications. 1-800-328 -5934 a www.USPconnectors.com 49 m s c e7 y P 4,, . , USP STRUCTURAL CONNECTORS' The MUS & HUS hanger series offers double shear nailing. USP's raised dimple allows for 30° to 45' nailing through the joist into header, resulting in higher loads and less nailing. Materials: See chart Finish: G90 galvanizing Codes: ESR -1881, FL9835, Dade County, FL 06- 0921.05 Installation: • Use all specified fasteners. See Product Notes, page 11. • Joist nails must be driven in at a 300 to 450 angle through the joist or truss into the header to achieve listed loads. Standard length "double shear" nails must be used to achieve listed load values. Double Shear nail design features fewer nails and factor installation See `EW,P` apphcatlons^ pages 121 ,1,22 Typical H1Sinstallation (/l USsimilar) �d 1-2" " Raised Dimensions Fastener Schedule dimple allows t 30° to 45 H nailing r U6 Header Terse H!S �� I Uses standard length nails `i (IF' mu.rS 1) Uplift loads have been Increased 6D% for wind or seismic bads; no further increase shall be pemnium. 2) Minimum nail penetration is I -ST for 16d nails. 3) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads. 4) HUS175, HUS177, and HUS179Iced values assume the joist is 1.3/4 -wide and has a bearing strength of rio less than 675 psi. New products or updated product information are designated in bold font The butterfly hanger's flared header flange design allows for added nailing. Excellent truss -to -truss hanger for 2x4 purlin or truss bottom chords. Materials: 18 gauge Finish: G90 galvanizing Codes: ESR -1881, FL574, Dade County, FL.08- 0206.07 Installation: • Use all specified fasteners. See Product Notes, page 11. Dimensions Fastener Schedule Allowable Loads (Lh.P Header Joist OF -L I SP USP Steel ME, of UPi�' Code Header Terse OF -L I SP S-P -F Joist I Truss Size USP Stock No. Ref No Steel Gauge W H Code Ref. My Type Qty Type Floor Roof Uplift' Floor Root Uputt 100% 115% 125% 160% 100% 115% 125% 2x6 -8 MUS26 HU826 MUS26 HUS26 18 16 1. 9116 1- 518 5 -1116 5.7116 6 14 10d' 16d 6 6 10d 16d 1285 2635 1475 3030 1605 865 3295 1925 1100 1265 2260 2600 1375 2810 725 1615 110 B,F15,F18, D2, R13 2x8-1O ISUS28 MUS28 18 1 -9116 7 -1116 8 10d 8 tOd 1710 1970 2140 1230 1465 1685 1830 1035 110 HUS28 HUS28 16 1 -wa 7 311 22 16d 8 16d 3970 4345 4345 2570 3410 3650 3650 2160 2x,10-12 HUS210 HUS210 16 1- 518 9. 3116 30 16d 10 16d 5310 5510 5510 3205 4420 4630 2680 8, F15. 1.39x5. 112 -7 -1/4 1 -314 x 7- 114 -11 -114 1 -314 x 9114 -14 HUS175 HUS177 HUS179 HU1.8115 -- HUS1.81110 �16 16 1 -13116 1 -13M6 1. 13116 5-38 7 -118 9-118 14 22 30 16d 16d 16d 6 8 10 16d 16d 16d 2635 3975 6310 3D30 4345 5510 3295 1925 4345 2570 5510 3205 2600 3650 !3410 4630 2810 3650 4630 1615 2160 28� F78,D2. R13 1) Uplift loads have been Increased 6D% for wind or seismic bads; no further increase shall be pemnium. 2) Minimum nail penetration is I -ST for 16d nails. 3) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads. 4) HUS175, HUS177, and HUS179Iced values assume the joist is 1.3/4 -wide and has a bearing strength of rio less than 675 psi. New products or updated product information are designated in bold font The butterfly hanger's flared header flange design allows for added nailing. Excellent truss -to -truss hanger for 2x4 purlin or truss bottom chords. Materials: 18 gauge Finish: G90 galvanizing Codes: ESR -1881, FL574, Dade County, FL.08- 0206.07 Installation: • Use all specified fasteners. See Product Notes, page 11. 1) Uplift loads pave been increased 60To for wind or seismic loads; no turtner increase Shan ue Pemmaro. 2) Minimum nail embedment shall be WIT for 10d nails. 1-800-328-5934 • www.USPconnectors.com Typical CLPPBF Installation CI.PSF 0 K j c V N 0 R m 0 0 m 0 Fastener Schedule' Allowable Loads (Lbs.) Header Joist OF -L I SP USP Steel ME, of UPi�' Code Joist Size Stock No. Ref. No. Gauge y Type Qty Type 125°!0 160% Ref. ` ! 2x4 CLPBF -- 18 ` 12 10d 1 6 10dx1 -112 815 815 815 215 ,R13 1) Uplift loads pave been increased 60To for wind or seismic loads; no turtner increase Shan ue Pemmaro. 2) Minimum nail embedment shall be WIT for 10d nails. 1-800-328-5934 • www.USPconnectors.com Typical CLPPBF Installation CI.PSF 0 K j c V N 0 R m 0 0 m 0 ® CUN OP09 Exercise rare when removing MECHANICAL HOISTING banding and handling trusses to avoid RECOMENDACIONES PARR LEVANTAR TRUSSES INDIVIDUALES ® damaging trusses and prevent Injury. Wear personal protective equipment for the eyes, ® Using a single pick-point at the peak can damage the truss. feet, hands and head when working with busses. m Ei use de un solo /agar an el Pico pars levaMar pine so' or less ha N1 MN Utlitce cautela al qultar las ataduras cer dal% al liar. B� o Jos pedezos de metal de sujetar pare evRar dar% a los trusses y prevenir la herida personal. Lieve Approx- 112 ® el equicto protectivo personal para ojos, pies truss length -' mans y cabeza cuando trabaja con truces. cm u Use 00� Utllice ragnne _ TRUSSES UP TO 30'(9 .1 m) special pre in culdado especial an TRUSSES HASTA JO PIES Truss Span Top Chord Temporary La_ teral Restraint ( TCTLR) Spacing Long/tud de Tram a s 101 (3 m) o.c. max. 9.1 m) 1 -1/4' 32 mm GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT &BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTTtICCidN YARRIOSTRE PARR TRUSSES DE CUERDAS PARALEIAS 3X2 Y 4X2 Truce are not marked in any way to identify the Las trusses no esidn marrados de ningdn modo qua RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAS MEDIDAS DE LA INSTALACIGN DE LOS TRUSSES ® 10' (3 m) or Diagonal bracing Repeat dlagonal bracing Refer 15' 30' frequency or location of temporary lateral restraint Identliquela f cuendaol�llzadbnden�l�6nlateral and diagonal bracing. Follow the recommendations yardostrediagonal temporales. Use las recomendactones DON'T overload the crane. 0 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 (4.6 m)• every 15 truss spaces to SCSI -87 * ** for (9.1 m) max for handling, Installing and temporary restraining de maneJo, Instaladbn, restdcd6n y airiastre temporal de NO sobrecargue la gnja. trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal more information. and bracing of trusses. Refer to SCSI - Guide to los trusses. Vea a/ folleto t3CSI -Gufa de Buena Pr6ctlra C Practice for Handling Installing Rnstrainina p0ra el Mangy Irr�alad Restrlcd6n yAnloe de last & Bradng of Metal Plate Connected Wood rnxccg de Madera Conedadas con Places de Metal * ** � NEVER use banding to lift a bundle. NUNCA use las atadurds pars /evantar un paquete. bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set yea el resumen SCSI pare li1t� * ** for more detailed information. pars information m3s detallada. � A single lift point may be used for bundles of % - r 1) Instate los arrlostres de derra. 2) Instate el primero truss y ate seguramente al arriostre de mm<is informad6n. florma Truss Design Drawings may specify locations of Los dlbujos de dbeffo de los !Hisses pueden especificar top chord pitch trusses up to 45' (13.7 m) and ,; `` : • tiers. 3) Instate lost pr6xlmos 4 [rues con restrkdbn lateral temporal de miembro corto (veil Apply diagonal brace to vertical permanent lateral restraint or reinforcement for last lorallzadorres de resbicd6n lateral permanerrte o repel chord trusses up to 301(9.1 m). abajo). 4) Instate el arrlostre diagonal de la cuerda superior (vea abajo). 5) Instate antstre webs at end of cantilever and at Individual truss members. Refer to the SCSI- refierm en los mtembros lnd/Wdua /es del truss. yea /a Use at least two lift points for bundles of top ® diagonal pare tos pianos de los m /embros secundaHos para estab /lice tos prlmeros dnco t bearing locations. All lateral tits _ 63 * ** for more information. All other permanent froja resumer BtSi -83 pars cods lnformad6n. El pitch trusses to 60' (18.3.) and Perth- WARNINGI Do not over load supporting veil aba o . B US�ale fa restrlcddn lateral taco rat arrlostre cite anal r1, !a cuerda tnferior ( J) ) y g lapped at least two trusses. bracing design is the responsibility of the building resto de Jos dtse xs de ankstr s permanentes son la lei chord trussee up to 45' (13.7.). Use at least structure with truss bundle. lei chord to (veil abajo). 7) Repita €ste procedimiento an grin de cuabo trusses hash qua twos lost *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords designer. resporrsabtildad del dlsefiador del edHido. three lift points for bundles of top chord pitch LADVERTENCIAI No sobrecargue is trusses estcnn Instaladets. and 15' (4.6 m) o.c. for 42 chords. trusses >60' (18.3m) and parallel chord trusses estructura apoyada con el paquete de Refer to BCSI -B2 * ** for more Information. INSTALACION ® WARNINGI The consequences of improper >45'(13.7m). trusses• yea el res6men BCSI -B2 * ** para mast informad6n. Pa INSTALLING - Out -of -Plane handling, erecting, installing, restraining Puede usar un solo lugar de levantar para pa- Q Place truss bundles in stable position. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES Q Tolerances for Out-of- Plane. Out -of -Plumb max. BOW Truss Length and bracing can result in a collapse of the quetes de trusses de la cuerda superior haste 45' par a uetes de trusses en una pasid6n y trusses de cuerdas paralelas de 30'o memos. p q RESTRICCItSN /ARRIOSTRE PARR TODOS PLANOS DE TRUSSES Tolerandas pat Fuera- de- Plano. DISC D fL 3tm 12.5' ( ) structure, or worse, serious personal injury or death. � Use por to memos dos puntos de levantar con es(able. grins de trusses de cuerda superior Indinada � This restraint &bracing method Is for all trusses except 3x2 and 4x2 parallel chord busses (PCTs). bracing PCrs. -� Max, Bow 19 mm 3.8 m I -an9th I _ ` - - - -- v1," T 718" 14.8' IADVERTENCW El resultado de un mane 10 levantamiento Irlsialad6n, restricd6n y arrisotre testa 60' y trusses de cuerdas paralelas testa 451 Use por to memos dos puntos de levantar con grupos de trusses de cuerda superior Ind iada See to of next column for temporary restraint and of p Po g Este m6todo de restriccl6n y arriostre es pare Otto trusses excepto trusses de cuardes paratelas � Mme• Bow :.an9a+ -� 6 mm 0.3 m 22 mm 4.5 m ; 1/2" 2' 1 max. Say' ❑ 13 mm 0.8 m 25 mm) 5.1 m - incomecto puede ser la ca /da de Is estructura o -, mas de 60'y trusses de cuerdas paralelas mas de 45' (PCTs) 3x2 y 4x2. yea la parte superior de la columna para la restribcOn y arriostre temporal de PCTs ---- _------ -- - - - - - -. a 3/4' 3' 1 -1/8" 18.8' aOn peor, herldos o muertos. • RECOMMENDATIONS FOR SINGLE TRUSSES 1) TOP CHORD - CUERDA SUPERIOR � Lance' m Plumb 19 mm 0.9 m 29 mm 5.7 m ❑ II 1 1/4" 20 8' ® CUN OP09 Exercise rare when removing MECHANICAL HOISTING banding and handling trusses to avoid RECOMENDACIONES PARR LEVANTAR TRUSSES INDIVIDUALES ® damaging trusses and prevent Injury. Wear personal protective equipment for the eyes, ® Using a single pick-point at the peak can damage the truss. feet, hands and head when working with busses. m Ei use de un solo /agar an el Pico pars levaMar pine so' or less ha N1 MN Utlitce cautela al qultar las ataduras cer dal% al liar. B� o Jos pedezos de metal de sujetar pare evRar dar% a los trusses y prevenir la herida personal. Lieve Approx- 112 ® el equicto protectivo personal para ojos, pies truss length -' mans y cabeza cuando trabaja con truces. cm u Use 00� Utllice ragnne _ TRUSSES UP TO 30'(9 .1 m) special pre in culdado especial an TRUSSES HASTA JO PIES Truss Span Top Chord Temporary La_ teral Restraint ( TCTLR) Spacing Long/tud de Tram Especiamfenfo del ArrIOS&O Temporal dis to Cuerda Superior Up to 30' 101 (3 m) o.c. max. 9.1 m) 1 -1/4' 32 mm 30'(9.1 m) - 8'(2.4 m) o.c. max. 45' 13.7 m 1 -1/2" 38 mm 45'(13.7 m) - 61(1.8 m) o.c. max. 60' 18.3 m El 60'(18.3 m) - 4' (1.2 m) o.c, max. 80'(24.4 m)* 2' 51 mm restraint and bracing is securely and properly in place. windy weather or alas ventosos o cerca * NO proceda con !a construai6n haste que todas las restric- near power lines de cables sos otcer o Attach *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). dones laterales y dos antsbas est6n colocados en forma and 1,i its. de aero ertos Locate spreader bar 19 (3 m) Consulte a un Professional Registrado de Dlseffo pat trusses mast aproplada y segurd. pu reader bar above or stHtbadc O.C. Max de 60 pies. � mid�gM � DO NOT exceed maximum stack heights. Refer to SCSI -84 * ** T.I. [[� See SCSI -B2 * ** for TCTLR options. for more Information. - yea el BCSI -82 * ** para las opdones de TCTLR. NO exceda las alturds m.Wmas de mont6n. yea el resumer for truss der bar Te tie ��T'U"7- S r ength _�Spreader bar y3 to I ® Refer to BCSI -B3 * ** BCSI -B4 * ** para in& Informad6n. PDrtrUSS` 9 UPTO60 (163m1 _y <- -�I i TR.ussES HASTA 6. PIES 3/4trus�lengrh for Gable End Frame re- k rsgane ' straint/bracing/ reinforcement Maximum Stack Height - - for Materiel on Trusses - -- tie Tolerances for Out -of- Plumb. ,iL Tolerandas para 0/50 max „ fU2rd- de-Phrnada. - CONSTRUCTION LOADING CARGA DE CONSTRUCC16N DO NOT proceed with construction until all lateral 1 (25 mm ) a (1.2 m 32 mm 8.3 m 16' (408 mm) 1 -1/4' 32 mm 5' 1.5 m 1 -318" 35 mm 22.9' 7.0 m 1 -1/2" 38 mm 8' 1.8 m 1 -1/2' 38 mm 26.0' 7.6 In 45 mm 2.1 m (45 1-3/4 mm) 8.9 in 2' 51 mm 1,8' 1,2.4 m 2" 51 mm 1,33.3' 10.1 m restraint and bracing is securely and properly in place. windy weather or alas ventosos o cerca * NO proceda con !a construai6n haste que todas las restric- near power lines de cables sos otcer o Attach *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). dones laterales y dos antsbas est6n colocados en forma and 1,i its. de aero ertos Locate spreader bar 19 (3 m) Consulte a un Professional Registrado de Dlseffo pat trusses mast aproplada y segurd. pu reader bar above or stHtbadc O.C. Max de 60 pies. � mid�gM � DO NOT exceed maximum stack heights. Refer to SCSI -84 * ** T.I. [[� See SCSI -B2 * ** for TCTLR options. for more Information. - yea el BCSI -82 * ** para las opdones de TCTLR. NO exceda las alturds m.Wmas de mont6n. yea el resumer for truss der bar Te tie ��T'U"7- S r ength _�Spreader bar y3 to I ® Refer to BCSI -B3 * ** BCSI -B4 * ** para in& Informad6n. PDrtrUSS` 9 UPTO60 (163m1 _y <- -�I i TR.ussES HASTA 6. PIES 3/4trus�lengrh for Gable End Frame re- k rsgane ' straint/bracing/ reinforcement Maximum Stack Height - - for Materiel on Trusses - -- Material Height Gypsum Board 12' (305 mm) Plywood or OSS 16' (408 mm) Asphalt Shingles 2 bundles Concrete Block 8'(203 mm) Clay Tile 3.4 Hies high HANDLING - TR11SvE4UPTO4rM OVER 60 !19.3 l -}" infarmatran. F- TRUSS LS HAS T A Y SORnA 60 PIE.; ` ' MANEJO 0 Hold each truss In position with the erection equipment until top chord temporary lateral restraint Para Informad6n wbre resMc- TCTLR O O d6n /arri�re/refuerzo pars (S) NEVER stack materials near a peak or at mid -span. a is installed and the truss is fastened to the bearing points. Armazones Hastiales vea el 10' or NUNCA amontone los materlales cerca de un pica. Avoid lateral bending. [( Use proper rig- Use �uipo apropiado Sostenga cads truss an posld6n con equipo de gnja hasta qua la resbkd6n lateral temporal del le resumen BCSI -B3 * ** Ev/te la Bex16n lateral. cuerda superior estk irrstalado y el truss esY6 asegurado an lost soportes. Truss attachment fm NOT overload small groups or single trusses. ging and holsdng pat /evantar a Note: Ground bracing not shown for clarity. required at suppo s) NO sobrerargue pequerTos grupos o trusses IndlNduales. • The contactor is responsible for equipment improv/sar INSTALLATION OF SINGLE TRUSSES BY HAND Section A -A properly receiving, unloading and storing 0 Repeat diagonal braces for each set of 4 trusses. Place loads over as many trusses as possible. the trusses at the jobsite. Unload trusses to w RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES RepRa los arrfsotres dlagonales pare cads grupo de 4 trusses. Coloque las cargas score tantos trusses Como sea smooth surface to prevent damage. I POR LA MANO poslble. w - _ ; %`t - _ - % t - _ 2) WEB MEMBER PLANE- PLANO DE LOS MIEMBROSSECUNDARIOS E! contratlsta tlene la resportsabllidad de A i r M _ - 0 Position ion last cargos sob grin parades . rtdntes. recibir, descargar y aimacenar adectradamente r Q Trusses 20' Trusses 30' t . lost trusses en la obre. Descargue Jos trusses en (6.1 m) or ' (9.1 m) or f • Diagonal la tlerra 11so Para prevenir el dallo. less, support less, support at bracing near peak. quarter points. LATERAL RESTRAINT Web members ALTERATIONS - ALTERACIONES AL BRACING • „Refer toBCSI- BS. * ** rn9sbacmgher shown rorcadry. u7 • ce o al calm ascuarartoos ARE VERY IMPORTANT yea ei resumen BCSI- B5. * ** dos trusses E Trusses up to 20' �► I de tramo los I E Trusses up to 30' P. I G DO NOT cut, alter, or drill any structural member of a truss unless $ de 20 pies o busses de 30 ® � NOT store NO aimacene menu• (5.1 m) (9.1 m) iLA RESTRICCI®N specifically permitted by the truss design drawing. Trusses haste 20 pies pies o mends. Trusses haste 30 pies unbraced bundles verticaimente Jos LATERAL Y EL NO torte altere o perfore ninglin mtembro eetrudvrdl de un truss unloaded* «_ upright. tH� suers' TEMPORARY RESTRAINT & BRACING ARRIOSTRE del truss que estct espedfipmente permltldo en e/ dlbujo del diserTo 0 Trusses may be directly on the ground . DIAGONAL Bottom chords at the time of delivery or stored temporarily in RESTRiCCYON Y �4RRIOSTRE TEI NPORAL • Trusses that have beer! overloaded during construction or altered without the Truss contact with the ground after delivery. If busses SON MUY are to be stored for more than one week, place IMPORTANTES! Diagonal braces Manufacturer's prior approval may render the Truss Manufacturer s limited warranty null and void. blocking f sufficient height beneath the stack of • Refer to BCSI -82 * ** for more Top Chord Temporary every 10 truss spaces ng g 7tussee qua se tan sobrecargado durvrrte la corrstrucd6n o tan lido alterados sin la autorizad6n trusses at 8' (2.4 m) to 10' (3 m) on- center (o.c.). Information. Lateral Restraint 20' (6.1 m) max 10' (3 m) -15' (4.6 m) max. Same spa previa del fabricante de Trusses, pueden hacer Halo y sin efnto is garanda Jlmitada del Fabri- Los trusses pueden ser desrargados diactamente yea at resumen BC5I-B2 * ** pars mss infor- &4 LR) as bottom chord lateral restraint Note: Some chord and web members carte de busses. en el suelo en aquel momenta de entrega o ' * mad6n. almacenados tempordlmente en contacto con el not shown for clarity. suelo despu6s de entrega. Si last busses esiar3n� 0 Locate ground braces for first truss directly 3) BOTTOM CHORD - CUERDA INFERIOR °'carrot the compa:mlt Mxxnufachoer for more wommeon or consult a aegisoaed Design Profeedonel for aserxoe guardados pare in& de una semen, poraga � _ _ in line with all rows of top chord temporary Lateral Restraints - 2x4x12' or o view a m can manufacturer act re this n down des vas Nora: The true the capability to Ins designer work a the presumption do the given pro and Lane operator (If Neves It n are Mrx/uearxdo de allure su0dente debts de la calla lateral restraint (see table in the next column). greater lapped over two trusses. professionals with de coiabNty m uMatake era work !trey have rid m do on arty giver caroled. If the contractor believes R needs de lost trusses a 8 hasty 10 pies en o intro (o.c). NOT store on NO almacene an tlerra Coloque lost arriosbrs de tlerra Para el primer X90° nee mho o+�� Intended to ensure, a unique �� will ��opla �'a y For trusses stored for more than one week, cover uneven ground. deslgual. truss directamente an Ifnea con cada una de Bottom These recommendations for handling, instal", resharinhng and bracing trusses are based upon tis coiledwe experience of lading bundles to protect from the environmenL las 8las de resbicd6n lateral temporal de la personnel involved with biw desk:,, msnufadtrae amt I lotion, but must, due to the nature oP respons b its Involved, be presented cuerda superior (vea la tabla an la pr6xima Brace first truss chords Para trusses guardados par mils de una SeR18na n Y •aI�- securely before only as a GUIDE for use by a quallaed building designer or comrador. It Is not intended that these recommendations be Interpreted as cubra los paquetes pare protegerlas del amblente column). superiorto the Hari dNg designer's design specification for handling, installing, restraining and bracing trusses and tr does not preclude the erection of additional smicturaal b � r � the a ornrac Thhuu , SBBG and TPI expressly disclaim arty responsibility fm da Refer to BCSI * ** for more detailed Information DO NOT walk on trusses. arising from the are, application, or reliance on the recommendations and Information contained herein. pertaining to handling and jobshe storage of ° unbraced trusses. busses. - T NO amine an busses Diagonal braces every ) soc yea el folleto trCST**a Para In(ormad6n mss detat- "' Q truss sped 20' (6.1 m) max streltas• ' wmtoascooem TRUSS PLATE INSTITUTE dada wire to maneJo y almacenado de dos busses 10' (3 m) -15' (4.6 m) Note: Some chord and web members 6300 Enterprise Lane - Madison, WI 53719 218 N. Lee St, Ste. 312 - Alexandria, VA 22314 en Brea de trabajo. max, not shown for clarity. 606/274 -4849 • www.sbdndustrycom 703/693 -1010 . vmw.tpUtstorg tf® A1,- ®_ . f ® •_'r°T ° - °- ° s • • • • • • • ® • r r• ® 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 - 159141 Permit Number: RC -5 -11 -778 Inspection Date: December 14, 2012 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER Buildina Denartment Comments Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. Inspector Comments Passed Q (C� Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 December 14, 2012 Page 1 of 1 09' . "S" 4OSth S"6 FlP f 2" :.'.'.'. .'..'.'.'.'.'.'.'.'.'.2 ::..'a:.......... LEGEND U ASPH = Asphalt m LL £ BM = Bench Mark BRG = Bearing $ O CB = Catch basin m $ m i G CBS = Concrete Block Structure 3 v w3 CH - Chord Chatta. Chattahoochee ...,y .....zoo.•.:.... of Center Line m $ o i CLF =Chain Link Fence $ B $ 8 S $ •$ 8 $ CL = Clear CONC.= Concrete .'.: .'.'.'.'.'.'.'.:'. ..... ....... .' 2, y� E o '15 SS DH = Drill Hole / P. C. I I I Sri 3 4 !� I • -_•rOU v� r N BLOCK 3 �Z WNV WF 112-0 1 W `� 1 130.00'(M)(P) ./(rn ai i 3�1 ay' -c°p fs• g' f0.70' �LrH ONE STORY RESIDENCE 1.2 XI.2' L C9 # 10667 COLUMN LOT 3 BLOCK 3 54t 32.60'; I I OI FOUNDA 7701V to (AREA UNDER CONSTRUCT/ON) - - - - - -- 43.80- - - - - -� O N 112 °0 Ni J NId 130.00'(M)(P) U LOT 4 BLOCK 3 This property described as: Lot 3, Block 3, MIAMI SHORES ESTATES, according to the Plat thereof as recorded in Plat Book 47, Page 58, of the Public Records of Miami -Dade County, Florida. CERTIFIED TO: Mariedy M. Mendoza 10667 N.E. 11th Avenue, Miami Shores, FL 33138 Bearing, if any, shown based on N/A (reference) N/A REVISIONS: FLOOD ZONE I COMM. No. 12/12/12 SURVEY UPDATE � 1 AE 120652 F.I.R.M.DATE I F.I.R.M.INDEX 09/11!09 09/11/09 7B'• �t I � •• .l.P f 2'� 0.05':':':': CL. 215':':':':'. ELEVATION NOTE: (IF APPLICABLE) Not valla unless PANEL No. SUFFIX: it bears the L.F.Elev = 8.38' (lowest habitable floor elevation). 0306 L signature and the Elevation shown hereon refer to N.G.V.D.1929. original raised seal BASE ELEV. Lowest adjacent grade elevation= 6.1 of Florida licensed BM. # B -26 -RA (Miami - Dade)- Elev.= 17.231 Surveyor and + 8.00 N.G.V.D. I Garage Elev.= 723' . Erp = N!A Mapper. �I yy t F M GrE i, 1 2012 -- I I I I I I I I i I LOT 20 BLOCK 3 I iv, L I � O O A RL1 Q R L L�._! 0 C5 J C W 0 W LL J J C S F- U Z O U C U; C C IL C Z G U' °THIS SURVEY DECLARATION IS MADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS." BOUNDARY SURVEY. I HEREBY CERTIFY. that this survey meets the minimum technical standards as set forth by the FLORIDA BO ZtI_ SURVEYORS AND I PE S in c da Administrative Code, pursuan o Serida Statutes. IVES 02/07 /11 P FESSfONK SURVEYOR AND MAPPER No 4327. State of Florida. Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #206, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date Scale: Drawn by: Drwg. No. 02/04/11 1 1 "= 20' D.G. 1 11 -14720 LEGEND U ASPH = Asphalt m LL £ BM = Bench Mark BRG = Bearing $ O CB = Catch basin m $ m i G CBS = Concrete Block Structure 3 v w3 CH - Chord Chatta. Chattahoochee of Center Line m $ o i CLF =Chain Link Fence $ B $ 8 S $ •$ 8 $ CL = Clear CONC.= Concrete D =Delta gm w tb = Diameter y� E o '15 SS DH = Drill Hole 6 ° a -S o r- c�ca'ig m DME = Drainage & Maintenance $ $ B o 8 `—' Easement v E 2 c � 8 � E.B. = Electric Box W o$ E Encroachment m c r m 8 F.F. = Finish F.H. - Fire Hydrant oW m e 8 jg F.I.R. = Found Iron Reber c $ ° io 2 FPL = Florida power &Light F.I.P. = Found Iron Pipe ° o v a E v m !� — o E T c FD. =Found c 2 D' o m E w' c w€ L.P. = Light Pole M = Measured a c obi o M.F. = Metal Fence m 8. o o' m E M.H. = Manhole m c L : tg i = Monument Line v F $ o MON. = Monument a E °/ rn a' m o v m m ° N/A = Not Applicable m o aZ020IE n<E° O o NN = Nall & Disc NTS = Not to Scale O/S = offset S m og o O.I.I.L. = Overhead Utility Lines E OH = Overhang iu H g P = Plat PB = Plat Book oQ PC = Point of Curvature $ o E P.C.C. = Point of Compound c Curvature $ a g c PCP = Permanent Control Point o PG = Page — m E m P.I. = Point of intersection = Property Line P c $ m PL = Planter P.O.B. = Point of Beginning aP.O.C.= a Point of Commencement 6 � Q P.P. = Power Pole :2 o O'S n o P.R.M.= Permanent Reference 6 2 $ Monument P.R.C. = Point of Reverse E v rto a o v Curvature PT = Point of Tangency 5 ME E m R = Radius $ c c° m o �' E R/R = Railroad ° a PSM = Professional Surveyor E m € .g Mapper c C I9 c E E T 0Ec 42 E v 2: RAN = Right- of-Way SWK = Sidewalk c $ 2 m m ° ° m ° o Sec. = Section = Typical m li -0 i a ' E (TYP) m m m r r c� T = Tangent ti c 2 5 m — E P U.E. = Utility Easement W m 9 t _ R t W ao ° a € ,m '.2.6 E W.F. =Wood Fence :5 m L E'S = w A Q ggg W.M. = Water Meter W.V .=Water Valve ¢ m - r Denotes Spot $ m c Elevations Taken Z m n na m 9;:� Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #206, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date Scale: Drawn by: Drwg. No. 02/04/11 1 1 "= 20' D.G. 1 11 -14720 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. �C_G 11-'? / --0 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF I l HEREBY Q THE UNDERSIGNED hereby gives notice that improvements will be made toc'9NA property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. HARVEY RU1 OR Ok 28340 Ps 2222; Ups) ) RECORDED 11102/2012 10:07:09 HARVEY RUVII'IP CLERK OF COURT MIAMI-DADS COUNTYP FLORIDA LAST PAGE RIOA, COUNTY OF LADE FYM&#*Isa of me on_ day of -_ AD20 and 00dal W. CLEi�I�jrcuA � Ceps Space above reserved for use of recording office 1. Legal description of property and street/address: t06 &-7 A)e Gl Aze M till I 5 i. anti c-, -g 2 f 3 y 2. Description of improvement: (Sri o,,) 3.Owner(s) name and address: q vi't ck c, e _ t0 (-&? NP_ Tfive Interest in property: rf ti ye,25 { y_-__Ce Name and address of fee simple titleholder: 4 . ontractor's name, address and phone number: 15CAAe O W /te"_ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER 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 Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The I i r By ❑Individually, or as ❑ Personally known, or before me this dav . :.1�i�IC?.� "111IC: { I(A1VWVi4 for produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owners" thorized Officer /Director /Partner /Manager who By By 123.01 -52 PAGE 3 3110 Notary Pubic - State of Florida --My Cornm. Expires Sep 23, 2015 o" 'Commission # EE 129810 " 0' Bonded Through National Notary Assn. above: t. 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 182992 Permit Number: RC -5 -11 -778 Inspection Date: December 17, 2012 Inspector: Bruhn, Norman Owner: MENDOZA, MARIEDY Job Address: 10667 NF 11 Avonua Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER I'nfractio Passed Comments INSPECTOR COMMENTS False BATHROOM, AND UTILITY ROOM. Inspector Comments Passed ELEVATION CERTIFICATES FOR FOUNDATION Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 December 17, 2012 Page 1 of 1 4 AL•:P.:JDET_PA 'RTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name MARIEDY M. MENDOZA 11 -14720 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. urIt, n„ 10667 N.E. 11T" AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 3, MIAMI SHORES ESTATES, P.B. 47 PG. 58 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) ADDITION A5. Latitude/Longitude: Lat. 25D55'26.05 °N Long. 80D10'29.59 W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 230 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 288 sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI -DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L Date Effective /Revised Date Zone(s) AO, use base flood depth) 09/11/09 09/11/09 AE + 8.00 N.G.V.D. 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) _ B11. Indicate elevation datum used for BFE in Item 139: N NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* N Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized #B -26-RA (Miami -Dade) Vertical Datum N.G.V.D. 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.38 N feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A N feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A N feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 7.23 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 7.45 N feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7_1 N feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 7_2 N feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A._ N feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 98 U.S. Code, Section 1009. N Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by PLACE licensed land surveyor? N Yes ❑ No S Certifier's Name RENE AIGUESVIVES License Number 4327 Tale ERQFE86%MkL LAND SURVEYOR AND MAPPER Company Name ALVAREZ, AIGUESVIyr=S tur - Date 12/12112 Telephone 305- 220 -2424 Form 81- , Mar See reverse side for continuation. N Replaces all previous editions M IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance b ompany USe Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pali¢y Nu ffie- 10667 N.E. IITHAVENUE 11 -14720 _ I City MIAMI SHORES State FL ZIP Code 33138 Company N#IG NunibeF SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sidesjof�va ion Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. OF ROAD LEVATION = 7.3 FT (N.G.V.D.) LCHNERY&L EVATION RREEWMTO A/C UNIT PAD. OWft ) E OBTA dETUSING A GPS MAGELLAN MAESTRO 4210. USED: #5:300A (MIAMI -DADE COUNTY), ELEVATION = 17.23 FT (N.G.V.D.) Signature Check here if attachments SECTPN E - BUILDING EL1VATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zorl'es AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (tap of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of piatform of machinery and /or equipment servicing the building is _._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _ — ❑ feet ❑ meters (PR) Datum _ G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters (PR) Datum ,_ G10. Community s design flood elevation _ _ ❑ feet ❑ meters (PR) Datum _ Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions 1 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 10667 N.E. 11T "AVENUE 11 -14720 City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 12/12/12 REAR VIEW 12/12/12 ( 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 182992 Permit Number. RC -5 -11 -778 Inspection Date: December 17, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Spot Survey Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER Buildinq Department Comments Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ELEVATION CERTIFICATES FOR FOUNDATION Q t 4 c � @ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 December 17, 2012 Page 1 of 1 AU..`_= DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MARIEDY M. MENDOZA 11 -14720 Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIL Number 10667 N.E. 11T "AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 3, MIAMI SHORES ESTATES, P.B. 47 PG. 58 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) ADDITION A5. Latitude /Longitude: Lat. 25D55'26.05 "N Long. 80D1 0'29.59 "W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 230 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 288 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State VILLAGE OF MIAMI SHORES 120652 1 MIAMI -DADS FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L Date Effective /Revised Date Zone(s) AO, use base flood depth) 09/11/09 09/11/09 AE + 8.00 N.G.V.D. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) _ B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/Al -A30, AR/AH, AR /AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized #B -26 -RA (Miami -Dade) Vertical Datum N.G.V.D. 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.38 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 7.23 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 7.45 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7_1 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 7_2 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A._ ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 �� understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by e licensed land surveyor? ® Yes ❑ No Certifier's Name Title (PROFESSIONAL ND SURVEYOR AND MAPPER Company Name ALVAREZ, AIGUESVI AND'ASSOCIA Address 570 107 AVE C#204 City MIAMI State FL ZIP Code 33173 SignatureA Date 12/12/12 Telephone 305 - 220 -2424 AL RE �Ie/lz /l Form 8151, Mar fX See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For In6ti is' nce Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Numberq�ppP 10667 N.E.11T"AVENUE 11- 14720 �d City MIAMI SHORES State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both si evation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Commen CROWN OF AD ELEVATION — 7.30 �N:G.V.D.) C2.e) AC FRY ELEVATIO REFtRS TO A/C UNIT PAD. LATI U /LONGITUDE O �NED USING A GPS MAGELLAN MAESTRO 4210. BE MARK USED: 6 -RA (AgIAMI -DADE COUNTY), ELEVATION = 17.23 FT (N.G.V.D.) Signature Date 12/12/12 ❑ Check here if attachments SEC ION E - BUIL , G )ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 66. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _._ ❑ feet ❑ meters (PR) Datum _ G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters (PR) Datum _ G10. Community's design flood elevation _ _ ❑ feet ❑ meters (PR) Datum _ Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 10667 N.E. 11TH AVENUE 11 -14720 City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 12/12/12 REAR VIEW 12/12/12 �r_'. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 182091 Scheduled Inspection Date: November 29, 2012 Inspector: Bruhn, Norman Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER comments Permit Number: RC -5 -11 -778 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER INSPECTOR COMMENTS False BATHROOM, AND UTILITY ROOM. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 181976. CREATED AS REINSPECTION FOR INSP- 181815. CREATED AS REINSPECTION FOR INSP - 181737. Failed ❑ Provide soil compaction test. Pour at own risk. NB Same comments. NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 28, 2012 For Inspections please call: (305)762 -4949 Page 16 of 26 Terra Tech Consultants, Inc.-* ♦Environmental Consultants ♦ Foundations ♦ Geotechnical Testing ♦ Inspections ♦ Construction Materials Testing ♦ Structures FIELD DENSITY TEST OF COMPACTED SOILS ASTM D-6938-08a CLIENT: Wilmer Mendoza 10667 SW 11th Ave. Miami, FL 33138 PROJECT: RESIDENCE 10667 NE 11th AVENUE MlkW SHORES, FL TVqT xwrrann 17-19M, Date: ' November 26, 2012 TERRA TECH No. 12-2274 --------- ------ .. ...... .... .......... ................. ARM 24541 CORAL ROCK W/ BROWN SAND . . . . . . . . . . . . * . . 118.2 . . . . . . . . 7.5 12' ft N/A "V11101 I X I V151. Hzbuulzi `l I AM aw, I L7V1 NW4 MA W&M If r7Ar.V--Q WA, ■ k'W iLri NOTF- Respectfully submitted By, Terra Tech Consultants, Inc. Rafael E. Droz-Seda, P.E. Florida Registration # 39228 ///Z,///- As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 77.0 62.0 33.0 NOTF- Respectfully submitted By, Terra Tech Consultants, Inc. Rafael E. Droz-Seda, P.E. Florida Registration # 39228 ///Z,///- As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182763 Permit Number: RC -5 -11 -778 Scheduled Inspection Date: December 11, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Project: <NONE> Parcel Number 1122320280310 Contractor: HOME OWNER comments NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 182091. CREATED AS REINSPECTION FOR INSP- 181976. CREATED AS REINSPECTION FOR INSP- 181815. CREATED AS REINSPECTION FOR INSP- 181737. Failed ❑ Provide soil compaction test. Pour at own risk. NB Same comments. NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 10, 2012 For Inspections please call: (305)762 -4949 Page 24 of 26 Harpoon Pest Control Pro P.O. Box 653825 Miami, FL 33265 -3825 - Tel: 786 -286 -1349 - Fax: 305 - 229 -9072 E -mail: harpoonpro @live.com D. A. C. S. Bureau of Entomology & Pest Control License JB 167045 CUTWICATE Of PRE CONSTRVOON SOIL TREATMENT asoisc CERTIFICATE No. Property owner: Builder Company: Treatment performed at: -Zip 1 P Legal description (if available) r P r ❑ Footing application 0416 application ❑ Final (perimeter) application T-1 THIS CERTIFICATE IS GOOD ONLY FOR ONE KIND OF APPLI ATION Total square foot treated: Date of treatment: 12 Common name of pesticide: Solution applied at:% Qua Operator: of solution applied: 0 Signature of Licensee or Agent: „_ Certified pest control operator: ✓101 %� Date: EDUCATION - PREVENTION - HYGIENE "A NEW CONCEPT ON PEST CONTROL TECHNIQUES " i I. Terra Tech Consultants, Inc. ♦Environmental Consultants * Foundations ♦ Geotechnical Testing ♦ Inspections ♦ Construction Materials Testrig ♦ Structures + FIELD DENSITY TEST OF COMPACTED SOILS ASTM D-6938-08a CLff2Wr: IEF Construction group Date: December 7 2012 12700 66th Terrace Dr. TERRA TECH No. 12-2295 Nfiarni FL 33183 PROJECT: RESIDENCE 10667 NE 11 th AVENUE MIAMI SHORES, FL TEST METHOD AT - f%1V QT11W =0 I jLW W UPFII RINI I'MUL'I Ilk I KOM IMMAUK14 WkTj M DIRA F(I Nom- Req=&WIy Submitted TERRA TECH CONSULTANTS, INC Rafael E. Dort -Seda, P.E Professional Engineer No. 39228 State of Florida As a mutual protection to clients, the public and 66gelves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports Is reserved pending our written approval. ............. .. .......... ....... x ................... .... ....... .. .......... . ............ ...... . ... . . •. . . . . . . . . I EAST AREA BUILDING SLAB 114.8 104.8 9.5 100.2 PASS 2 WEST AREA BUILDING SLAB 113.8 105.1 8.3 100.5 PASS 3 CENTER AREA BtffLDiNo sLAB 113.5 104.4 8.7 99.8 PASS =0 I jLW W UPFII RINI I'MUL'I Ilk I KOM IMMAUK14 WkTj M DIRA F(I Nom- Req=&WIy Submitted TERRA TECH CONSULTANTS, INC Rafael E. Dort -Seda, P.E Professional Engineer No. 39228 State of Florida As a mutual protection to clients, the public and 66gelves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports Is reserved pending our written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181815 Scheduled Inspection Date: November 21, 2012 Inspector. Bruhn, Norman Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER comments Permit Number: RC -5 -11 -778 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 181737. Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 20, 2012 For Inspections please call: (305)762 -4949 Page 18 of 27 EZrIIL1<AN® OROW". P.E. Profindonal Endbwer 81 7 SW 122 AVE. Miami F'L. 33184 PHQNE: (7Bf) 71 5 - 712S November 20, 2012 Building Offu'hd City Of Miami Shores Fie Building and Zoning l)gwbnent PermkNo: 11 -778 Project: Mrs. Madedy mendoza Address: 1 0667AW 11 AVE Miami Shores, FL 33138 Ll For design purposes, in this projec# a bearing value of 2000 psf has been utilized. This bearing value is typical of a soil with combination of undisturbed sand and limerock. The addition has been excavated and after a visual inspection we are attesting that the soil -conditions are similar or better to the used in the design. Should you have any questions or require additional information, please conted me at 786 715 -7125 at your earliest convenience. Sincerely, 41LAN , P.E. Professional Engineer license No. 66341 p , ; 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: (3057 762.4949 BUILDING PERMIT APPLICATION "�� tl yy 2L�J�, FBC 20 Permit No. PC 11 -)y Master Permit No. Permit Type: (7m ROOFING JOB ADDRESS: °� ir= �' // /� City: Miami Shores County: Miami Dade Zip: Foho/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): / `ot s fgzz A`�. ege �� Address: /4,;, & 6 �?- /�' C-7 A --e_ City: e4/ 41 Tenant/Lessee Name: Email: State: CONTRACTOR: Company Name: ` �.'v ° Phone #: Address: City: State: Qualifier Name: State Certification or Registration #r Certificate of Competency #: Contact Phone #: _ .... �< Email Address: DESIGNER: Architec ,a Value of Wor s� Type of W . .- OAlteration 133/3 f Phone #: L> Square/Linear Footage of Work: ONew ORepair/Replace ODemolition a Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,0 a Signature Owner or Agent Contractor The foreg . g . trument was ackn9wle dged ore me .s The foregoing instrument was acknowledged before me this day of �, 20 by 0 �� lday of , 20 by , who ersonally known to m or who has produ d who is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTARY UBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY s4�j Ste` J Plans Examiner Structural Review (Revised 5/2/2012 )(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk JUAN A: RODRIGUEZ- JO1VfOLtA RA #6691 tsw ARCHITECTS - PLANNERS — INTERIOR DESIGNERS To: Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 This letter is. in reference to permit 11 -778 located at 10667 NE 11 Ave. I am requesting to add the electrical, framing and drywal l of the existing family room to the existing permit # 11- 778, due to the raised elevation of the room. The room is located on the south east side of the existing property. Please contact me if there are any questions. J n o rigue Jo olca R.A. # 6691 - 86 -9099 -F r% C W R9r1d auanm% MIAMI FI nRII)A A.3144 - (7RR)4RR -At199 - (3051261 -7288 FAX- MIAMI•IDADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaot.gov/gsra Cury -A -Tech Corporation - 930 West 23`' Street Hialeah, FL 33010 SCOPE: This N i sued under the applicable niles and regulations governing the use of construction a s. a entation submitted has been reviewed and accepted by Miami -Dade County PERA - C bl on to be used in Miami Dade County and other areas where allowed by the Authority i WAsh lid after the expiration date stated below. The Miami -Dade County Product Control on M^ a ounty) and/or the AHJ (in areas other than Miami Dade County) reserve the right t e i ; t or terial tested for quality assurance purposes. If this product or material fails to p t ' a pted manner, the manufacturer will incur the expense of such testing and the AHJ may i o e, modify, or suspend the use of such product or material within their jurisdiction. PERA res the right to revoke this acceptance, if it is determined by Miami -Dads County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "925" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -104, titled "S -925 Aluminum Single Hung Window", sheets I through 4 of 4, dated 12/13/07, with revision A dated 04/17/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applica building code negatively affecting the performance of this product. TERMINATION dA will occur after the expiration date or if there has been a revision or change in the materialss,aior in facture of the product or process. Misuse of this NOA as an endorsement of any pro sales; adr' ng or any other purposes shall automatically terininate this NOA. Failure to co „� 'al] � e oof this NOA shall be cause for termination and removal of NOA. K.1111 V. The NOA number preceded by the words Miami -Dade County, Florida, and piration date may be displayed in advertising literature. If any portion of the NOA is it shall be done in its entirety. CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its �Wibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 08- 0107.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Mmm • iwtl� >£ coulwrr mDDDO D; w O� NOA No. 12-0507.04 Expiration Date: February 14, 2018 Approval Date: August 02, 2012 Page I Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -104, Sheets 1 through 4 of 4, titled "S -925 Aluminum Single Hung Window ", dated 12/13 /07, with revision A dated 04/17/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings- and installation diagram of a series S -925 aluminum single hung window, prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL -5412, dated 12/03/07, signed and sealed by Carlos S. Rionda, F.E. (Submitted under previous NOA# 08- 0107.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al- Farooq Corporation, dated 04/16/12, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0325.05 issued to Soiutia, Inc. for their "Satlex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated April 16, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5412, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 08. 0107.03) v_!M 1. Notice of Acceptance No. 08- 0107.03, issued to Cury -A -Tech Corporation for their "Series 925 Aluminum Single Hung Window -- L.M.I. ", approved on 02/14/08 and expiring on 02/14/13. Manuci va It, P.E. Product Coutro x finer NOA No. 12- 0507.04 Expiration Date: February 14, 2018 Approval Date: August 02, 2012 E -1 K L 48 1/8• J Y.4 -O 1* 4'...... - da• VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG WINDOW (L.M.I.) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD OURATION'INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. z� o y� AA call r� 2 0 iz a FE Z !21 Po z S�A 1_{ Vl D F O � '`•. 'A .PItODifCI'RBW� r FAA' 7O N2 aacmnPl7 W IheFlatiAa a .11 BdWI"g0od° ''.pkpdreUonDNe .ti A. dmwing na EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS W /SHEAR CLIP W/O SHEAR CLIP WIDTH HEIGHT EXT. ( +) 1NT. (-) EXT. ( +) INT. ( -) 19 -1/8• 20 -1/2° 37' 42" 63-1/8 28' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18 -t /8' 28 --1/2° 37• 42• 53 -1/8 38 -3/8' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/0° 26 -1/2" 37" 42° 53-1/8 so -s /a• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84.5 64.5 19 -1/8' 26 -1 /2' 37° 42" 53-1/8 �• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.6 69.6 70.0 70.0 59.3 59.3 19 -1/8" 20-1/2" 37° 42" 53 -1/8 63. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.0 07.0 70.0 70.0 56.0 56.8 19 -118" 28 -1/2 37" 42" 53 -1/8 74 -1/4° 70.0 70.0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 M.0-LI 70.0 70.0 70.0 63.1 63.1 70.0 70.0 52.5 1 2.5 -El UNEQUAL WTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS W /SHEAR CLIP W/0 SHEAR CLIP WIDTH HEIGHT EXT. ( +) INT. ( -) EM. ( +) INT. (-) 19 -1 /8° 26 -1/2• 37" 42" 48° 53 -1/6 so-gam° 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 69.0 19 -1/8° 26 -112° 37" 42" 48' 58" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2• 37• 42• 13. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8° 20 -1/2° 74 -1/4• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7Q.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETWG RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 9504' SEALANT. OR EQUIVALENT WOOD BUCKS NOT BY CURV -A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS: 1/4' TAPCONs INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING CREWS (GRADE S C�RSI INTO METAL STRUCTURES (0.090° MIN. THICKNESS) (1/4° MAX. SHIM SPACE) 014 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) REIN, EDGE DISTANCES: MASONRY m 1 1/4" ..lDkr dA,VAD MOOD, PRODUCTRBYL48D cmupl mw[81Q1ol WOOD = 1' fx�,h,EiDS METAL = 1/2• Aoaeplt�No . , � � •• t• Dffie C �U n y � R loy C ebb I � z Z O H w c 1 vrnx� to - ,,, g no. W07 -101 YP1Ca.'ANC, -=. U as SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) _ a < G I e a 1 Y WOOD SUCK STEEL : Fy w 38 KS 11. �+ p a ALUMINUM : 8083 -T5 IAN. 3 ANCHORS DADE COUNTY z �i Sm'EE� ELE RSPACMO APPROVED rMCAL ANCHORS SEE ELEV. FOR SPACING °a t a p a 0 0 MIAMI-DAOE COUNTY APPROVED WLUOIV & ML ANCHORS I -i c c SEE SE'P NOA P I IN WIDTH vmww %70TH _� 11 z = WOOD BUCKS NOT BY CURV -A -TECH 3t 4 MUST SUSTAIN IMPOSED LOABS eti © SEE TYPICAL ANCHORS 1 BY OR 2 BY ELEV. FOR SPACING WOOD BUCK] of N W p 4 9 8 _ Ile IHr =NMI '- N MAX. O 7 333 a 12 VENT WIDTH TYPICAL ELEV CHART C4 LL AND 1 8 10 h l FOR SPACING a C-4 V 1 I F SCREENS OPTIONAL .. - O 1 12 H A 4 d. p I I II 1 1 �:.�•':::a. c t 1 :1 i i u • 3 EXTERIOR D.L. Om i i i T H ]CE X 5/8'X 3' 8 WINDOW WIDTH m n SAT EACHH WE�SLOOT i EXTERIOR 3 o c 3n WEEP SLOTS — 13 H 2 I AT AT EACH END - \ Engr:'; AOAH ., 1•RODIICH'R S \pI >t O ::.dory d4 y droving ^a. r. ADpmT 1 no. wog— 04 ••'^ a TYPICAL ANCHORS ` 8Y OR 2 BY ,.. SEE ELEV. FOR SPACING -- -- --- --- --, WOOD etlCtt •..,�.jT.,L _ .. .. .. • •'. t ,t�� ,:' sheet 3 of 4 2.050 I .Bi2I oe2 1.250 FRAME HEAD O 6063 -T5 2 1.5'94 1.094 MEETING RAIL 0 8083 -T8 984- 1.062 .Q82 �I 1.500 b -1,312 SASH TOP RAIL ® 6053 -TS 1.624 �— 1.600 1.062 .062 .612 SASH BOTTOM RAIL © 6063 -T6 .843 �z4o .0e2 oso —i' 2.173 SHEAR CLIP 6063 -T6 .750 :--2.082 II x1.1261 O 6063 -T5 2. .082.000 1.062 r .062 .812 II i. 2.062 ----�I SAS14 SIDE RAIL FRAME JAM6 I611. MTEM 9 PART 6 RRQD. DESCRU MON REMARKS •1 13202 1 FRAME HEAD 6003 -TS (ALUM) 2 13203 1 FRAME SILL 8003 -TB (ALUM) 3 13204 2 FRAME JAMB 8083 -T6 (ALUM) 4 13205 1 MEETING RAIL 8083 -T8 (ALUM) 5 13408 1 SASH TOP RAIL 6063 -T8 (ALUM) 8 1 SASH BOTTOM RAIL 6083 -TB (ALUM) 7 INDOW GLASS 2 SASH SIBE RAIL 8083 -75 (ALUM) 9 U13014 4 ASSEMBLY SCREWS 8 X 1° P.H. PHM CRS 10 VENT FACE GUIDES 2 /SIDE NYLON 11 VENT SASH LATCH AT 6 -1/4° FROM ENDS - 12 3017 -0 AS REOD. FIN SEAL PILE - 13 C -3011 AS READ WEATHER SMP BULB VINYL - 14 - AS READ. SUCONE BACK BEDDING OH 10 SEALANT OR EQUAL 15 - AS REQO. GLAZING BEAD ROLL FORMED ALUM. 18 - 2 BLOCK & TACKLE BALANCE 17 - AS READ. SHEAR CUP 0083 -TB (AWMM) t/ I�� ' r V .A PR�UCT RBVL . �.. •OML eeaomp/yhlgarlDlClePlot�e 0.,i; #5 L�Ra aBaTeo o R a O } a4 n o (LQa 2. ?9 �b 2F; S O S z o�a � aN� O �3 vo�ix� Y� w � droa8ng no. N07 -104 1. MIAMM E MIAMI-DADE COUNTY I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 3I5 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidada1ovtoer1 Cury -A -Tech Corporation 930 West 23rd Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11940" Aluminum Horizontal Rolling Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -59, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 4 of 4, dated 08/06/07, with revision A dated 02/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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# 07- 0813.08 and consists of this page 1 and evidence pages H-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0416.11 ovt Expiration Date: September 27, 2017 APPROVED Approval Date: July 19, 2012 Page 1 l�✓ Was Cure -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -59, Sheets 1 through 4 of 4, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.) ", dated 08/06/07, with revision A dated 02/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 0 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA# 07- 0813.08) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No..08- 0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09 /11/08, expiring on 08/07/13. 3. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. Z U, 0 _-r, a�-OA- Manuel P , F.E. Product Control xa ner NOA No. 1 16.11 Expiration Date: September 27, 2017 Approval Date: July 19, 2012 E -1 Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated March 06, 2012, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5262, issued by Fenestration Testing Laboratory, Inc., dated 07 /17/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted wader previous NOA# 07- 0813.08) G.' OTHER 1. Notice of Acceptance No. 07- 0813.08, issued to Cury -A -Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window — L.M.I., approved on 09/27/07 and expiring on 09/27/12. Manu ez, P.E. Product Con miner NOA No. 12-0416.11 Expiration Date: September 27, 2017 Approval Date: July 19, 2012 E -2 8' MAX. TYP. 13' MAX. 34 1/18- I 33 iS /18° D.L. Om D.4 OPG. 37 1/8• TYPICAL ELEVATION TESTED UNIT SERIES -940 UM HORIZONTAL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS. IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO �AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECION 2003.8.4. Rau CAZ r i t a 1 H.S. • GLASS LOBO- WTERLAYER SAFCEX 19G 8Y 'SGWWA' OR SAFETY PLUS 6 BY 'GLASSLAM. OR SENTRYGIAS OY UIPONT' -1 /e° H.S. GLASS 4 60 n D=GN UM CAPACITY - PSF (XO OR OX WM) C ii II II II u mM_j HWIT u I� u II EXT.( +) WT.( -) 26 -1/z' 37• 53-71/0' 74° as• 70.0 70.0 704 70.0 �G 70.0 1 70.0 704 70.0 7O4 70.0 70.0 70.0 70.0 70.0 28 -1 /Y 37° 83 -1 /S' 74' 38-3 - 1 704 70.0 704 70.0 70.0 70.0 704 70.0 MA 70.0 34 1/18- I 33 iS /18° D.L. Om D.4 OPG. 37 1/8• TYPICAL ELEVATION TESTED UNIT SERIES -940 UM HORIZONTAL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS. IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO �AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECION 2003.8.4. Rau CAZ r i t a 1 H.S. • GLASS LOBO- WTERLAYER SAFCEX 19G 8Y 'SGWWA' OR SAFETY PLUS 6 BY 'GLASSLAM. OR SENTRYGIAS OY UIPONT' -1 /e° H.S. GLASS 4 60 n D=GN UM CAPACITY - PSF (XO OR OX WM) WINDOW DIMS. Y M OUT >IISAR OLIP nm SHEAR CMP mM_j HWIT EXT.( +) WT.( -) EXT.( +) WT.( -) 26 -1/z' 37• 53-71/0' 74° as• 70.0 70.0 704 70.0 70.0 70.0 Tao 70.0 704 70.0 7O4 70.0 70.0 70.0 70.0 70.0 28 -1 /Y 37° 83 -1 /S' 74' 38-3 - 1 704 70.0 704 70.0 70.0 70.0 704 70.0 MA 70.0 70.0 70.0 704 70.0 70.0 70.0 26-11Y 37' 53 -1/6' 74' 50 -5 /8' 70.0 70.0 704 70.0 704 70.0 704 70.0 68.7 68.7 704 70.0 58.7 56.7 70.0 70.0 28 -1/2' 37• 53 -1/8- 74' 83' 7010 70.0 70.0 704 65.5 89.5 To.O 70.0 49.7 49.T To.o 70.0 40.4 40.4 704 70.0 24' 38° 46- 60• 7Y 24• 70.0 Tao 704 704 704 70.0 70.0 70.0 704 70.0 704 704 70.0 704 70A 70.0 70.0 704 704 70.0 24' 38• 48• or 72• 36' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 704 70.0 70.0 704 70.0 70.0 7110 70.0 704 70.0 70.0 70.0 70.0 24' 36• 48- W 7Y 46• 704 70.0 7110 70.0 70.0 704 70.0 70.0 70.0 70.0 70.0 704 1 704 ".a 70.0 70.0 66.4 68.4 70.0 704 24' 38• 48' or 72' or 70.0 70.0 1 704 70.0 704 7110 1 70.0 704 57.2 9T2 70.0 70.0 492 492 70.0 70.0 44.3 44.3 704 704 GLAZING DETAA. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PRODUCT REVISIM 09 116-v I a o cy F 0. g� h f] 8.111 z O ICJ v jc LLLiii V t�I x 4 drawing no. W07 -59 I TYPICAL ANCHORS SEE ELEVS. FOR SPACNG rlccvNa, a," FOR CAPACITY USE COLUMN WITHOUT SHEAR CUP ONLY ID ANCHORS WITH SHEAR CUPS : SHEET 1 FOR CAPACITY pin ANCHORS V. FOR SPACING N TYPICAL SEE ELEV. FOR r APPROVED I� V ANCHORS I ANCHORS V. FOR SF TYPICAL ANCHORS• SEE ELEV. FOR SPACMG I(4" CIA, ULTRACON BY 'ELCO' (Fu -177 KSI. F7a155 99) INTO 23Y WOOD 13UCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 'GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090'7 (NO SHIM SPACE) TYPICAL EDGE DISTANCE IMO CONCRETE AND MASONRY = 1 -3/4" MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL FRAME CORNERS. FIXED MEETING RAIL AT EACH ENO, INSTALLATION SCREWS W SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPHOLT�S W1 - 3/8" NOTCH IN LEG AT EACH END W2 - 3/18" X 2" NOTCH 4 PER SILL W3 - 3/16° X 2" NOTCH 3 AT XO & OX SIZES OPEN CELL FOAM PAD (1 /2"X 3/4 "X 3 -1/4') AT EACH W3 W4 - 1/2" X 1/8" NOTCH AT SILL TRACK AT 1 -1/4" FROM EACH END (XO OR OX SIZES) flgr.: JAVAD AHMM PRODUCTREVISED wD BUCK PE 7" ft1� 61o1?�a CAX 331e Dace WOOD BUCKS AND METAL STRUCTURES NOT BY CURV -A -TECH pro" MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WIAD A 0 9019 �v Z Q�a a gn a8 Z Q 8�0 2 yS �v I C7 rn drawing no. W07 -59 § n O mm -OADE COUNTY r- _- ,� TYPICAL ANCHORS O: LL APPR.D CLPPED NUWON i - - I SEE ELEV. FOR SPACING O SEE SEPARATE NOA Ii i� it II II _ II 11 - I 1 1 O_ - " z WINDOW WIDTH WINDOW YAOTH A TYPICAL AIRS Q M 4R SEE El". FOR SPACING Ace 888{{f VENT WIDTH ' /SHIM SWEEP IAT04 © O O 1/ � U 0 19 9 •`, SEE ��. ORS 1/4' SHOH AIT:iAL 3 .' FOR aPta�U76 STRUCTURE 8 T8 gy .+ C 0 WOOD WOOD STRUCIU 18 .,o .,WOOD 7 q v g 3 D.L. OPG. s RXTERIOR s wmnwW WroT,L PRo,WCTRBVWW �°. �y aemo7h9a�ihdf Fbft � xo LAYOUT �CAH. �T�2. AOOOn MO 2 17 TYPICAL ANCHORS OX OPPOSITE 3 SEE FOR ELEV. PaaQeq draering no. 09202 W07 -59 sheet of 4 iTgy PART ff QUANTITY DESCRIPTION ATATSRW. IdANF. /SUPPLIBR/R®HARXB 1 10248 , FRAME HEAD 8083 -TB - 2 /0845 1 FRAME SILL 8083 -T8 - 3 10847 2 FRAME JAMBS 8083-76 - 4 11822 1/ VENT H.D. fTXW MEETING RAIL X83 -TS - 5 1DB48 , SILL TRACK X63 -TS 8 10250 2/ VENT VENT TOP /�ttON PAL 6085 -TB - 7 _ 1/ VENT S /18' 80% SCREEN - - 8 10257 2/ VENT VENT SIDE RAIL 8083 -TB - 8 11823 1/ VENT H.0. VENT DLTE(S.00K RAtl. 8083 -TB - 10 C -3055 4/ VENT' tBHEEI. HOUSING 8 GUIDE NYLON - t1 C -3056 2/ VENT ROLLER PIN ST. STEEL - 12 C -30¢3 4/ VENT VENT FACE ca1� NYLON - 13 - 2/ W64DOW WEEPHDLE HC130HG &FLAP NYLON � t2:LCON - iq - AS FffQD. ROLL FORMED GIl46HG BEAD uutdlNUN - 15 99S AS REQO. GLAZING COMPOUND S6.%�IE 00.N Comm CORN6Di 18 7816 -,67 AS REOD• FWSEAL WEATHER STRIP 17 BB X 1' AS REDO. ASSEMBLY SCREWS - f+FW SAdS 1B - 2/ VENT SWEEP LATCH IALLAIC AT 7 -,/4' FROM EACH END END 18A 102SS 2/ VENT ALUMINUM VENT LATCH 8083-78 - 19 C -308, 4 LATCH SPRING CUP gT. STEEL - 20 C -3057 3/ VENT BRASS ROLLER 21 �8'X S" 1/ VENT FIX. RAIL BOTTOM SCREW - - � AS REOD. SHFlJt CUP 8083 -TB 2° LANG I —z.000 �IsV .082 A82 1.824 Al2 I Z 2.900 � 6 .I_ �l. H iG 1.062 / 17 VENT SIDE RAIL O 6102576 FRAME HEAD O 10248 1.500 5083 -TS Q� QQ y � .812 1-- j 1.062 VENT TOP /BOTTOM RAIL H.D. VENT INTERLOCK RAIL O8 10250 ® 6016376 Z 11 �63-TB FRAME TOP CORNER .921 p--.5.5941 -T- 1 1.671 .4 SILL TRACK i M ® 8053 -TS Q N 2.187 H.D. FIXED MEETING RAIL O 11822 /� //Ji3 M 6083 -T8 Lam/ O o �943 • 1-.240 3.312 2.312 .050 SHEAR C 1P ® 6083 -TB VENT CORNER $ FRAME SILL ® 10845 g 8083 -T5 � pa° FRAME BQUQJ- p-1948 .062 :1, pFgNp e 2.165 F. 4..APE a gg s ArNO no 1 I 1 By �1 912 p gd drawing n0. FRAME JAMB 0 2012 W07 =59 O toe47 sheet 401 4 8083 -TS MIAMI -DAD MIAMI -DARE COUM Y LWAaMN PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ ey n/ Cury -A -Tech Corporation 930 West 23rd Street, Hialeah, Fl. 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 715 Aluminum Outswing French Doors w/wo Sidelites- L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -19 Rev A, titled "Series Alum French Door w/ sidelitws (L.M.I.p', sheets 1 through 14 of 14, prepared by AL -Farooq Corporation, dated 05/07/12 and Iast revised on AUG 23, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max Partial Alum Clad Plywood Panel not to exceed 38 -1 /4 "W x35-3/4"H for sidelites and 29 -1 /8 "W x35- 1/4"H for door leaf, as glazed on sheet 3 and detailed in section 0 in sheet 12. 2. Cury -A Tech SHW is under separate approval, when used lower DP of door, SHW or sidelite shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12- 0529.19 MtwwtKataaoe co tvrtr Expiration Date: August 30, 2017 h[_ • • • , Approval Date: August 30, 2012 Page 1 �� M Apple r, Cary A -Tech Coronation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -19 Rev A, titled "Series Alum French Door w/ sidelitws (L.M.I.) ", sheets 1 through 14 of 14, prepared by AL- Farooq Corporation, dated 05/07/12 and last revised on AUG 23, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of an outswing aluminum glass door w/ wo Sidelite, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL -6749, dated 03/1212, signed and sealed by Marlin D. Brinston, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 05/14/12 and revised on AUG 07, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex clear & color interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/01/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/26/11 approved by PERA. A t Ishaq L Chanda, P.E. Product Control Examiner NOA No 12- 0529.19 Expiration Date: August 30, 2017 Approval Date: August 30, 2012 IP -1 TYPICAL ELEVATION ( X ) DOORS TOAD CAPACITY — PSF S]NGLE DOORS (X ODm Dam LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HE" EXI'.(4) L.—) 41- 1/2.37 -3/4° 98• 1 89.0 1 70.0 �m 79 112' MAX. D.L.OPO. Spl 37 314° MAX. LEAF Y/IOTH TYPICAL ELEVATION (XX) DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRATIE W1DT1i LEAF WIDTH FRAME HEI I GHT I EXi.(t) INT.( —) 79 -1/2° 37 -3/4' 98° 89.0 r 70.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND S81 DURING PERIODS OF HURRICANE MMMG. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 --04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 E APPLIED ONTINS USED SERIES 716 ALUMINUM FRENCH DOOR Wj SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOIAREMEMS OF THE CURRENT FLORIDA BUIWING CODE INCLUDING HmH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 29Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S1UCC0. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURADON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS 01t2.UWNG BUT NOT LIMITED TO STEEL/METAL SCttEK THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. GLASS D.L.O. DIMS. D.L.O. HEIGHT - FRAME HEIGHT — 11.887" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 13.750° D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 24'/2 DOORS /SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE WACT. SHUTTERS ARE NOT REQUIRED. CURV A -TECH CORPORATION HIAT_RAAH, FLORIDA. (305) 888 -9631 MIAMI -DARE COUNTY PRODUCT CONTROLAPPROVED SERIES "715" ALUMINUM OUTSWING FRENCH DOOR AND MEL= - L.M.I. �M �s �Wk111► THIS NOA IS NOT VALID WITHOOT CORPORATE SEAL OF CUW A —TECH ,CORPORATION AND A LABEL AFFM. FLA. PE Or JAVAM JAILW • �AMW CAM. � Au-s 1 2w �v ro Z F r. oil IRS o� p 8w0 M NCI 8 OMiS0 drawing no. W12 -19 205 1 /2- MAX. 'Y j N 42• 79 1/2- 42• 42" O $ SIDELITE WIDTH DOOR FRAME YAM SIDELITE WIDTH SIDEUTE WIDTH HEADS s F A j `�`� F• j°-5 F a (� CORNERS 1 3 h --- J. /II I1 CHAIR RAIL--,4� OPTIONAL. g IG-1 INACTIVE ' ' ACTIVE G su 38 1 /4• 27 s /a 1 /4• GDL GPO D.L. m i �- D.L. OPG. 0.4 OPG. D.4 GPO. Nf3AM - 99a19de SURFACE APPLIED SIDELITE FALSE TYPICAL ( OX OOLEY�N MAY BE USED S •roP &BOTTOM FRAME TOP & BOTTOM FRAME SIDEUTE OPTIONS NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE. m 2. FRENCH DDORS WITHOX INSECT SCREENS. NOTE: MAX PARTIAL ALUM CLAD PLYWOOD PANEL NOT TO EXCEED < FOR SIDELITE 38 -114• WIDTH X 35 -3/4" HEI" FOR DOOR 29 -1/8• WIDTH X 35-1/4 HEIGHT }, +gn .IAN W AD AHhW I a GLASS O.L.O. DIMS. D.L.O. HEIGHT (HIGH PROFILE SIDEUTE) d FRAME HEIGHT - 11.750° D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH - 5.250" O.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.250' D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 11.687° A 0t2 Lm D.L.O. WIDTH X DOORS) - FRAME WIDTH - 13.750- O.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 247/2 {I ' ,.�: K 0 L 28 8/1W ' 28 11/18' VENT WIDTH SINGLE HUNG WINDOW INSTALLATION FOR ILLUSTRATION ONLY SINGI3 LBAF (%) DOORS 31 9/19• DESIGN LOAD CAPACITY - PSF WINDOW WID o 29 9/18- DOOR CURV -A -TECH O.L. OPO. (FO 7/8• INSUL LAX CLASS S.H. WDW. FRAME HEIGHT UNDER SEPARETE NOA (INCHES) (INCHES) m�/ 43• 98" 88.0 1 70.0 pie m a •y� e�3 / // �po per° L 28 8/1W ' 28 11/18' VENT WIDTH SINGLE HUNG WINDOW INSTALLATION FOR ILLUSTRATION ONLY SINGI3 LBAF (%) DOORS WITH CURV -A -TECH S.H. WDW. INSIM DESIGN LOAD CAPACITY - PSF o 7/19• TAIL GIA89 DOOR DOOR 7/8• INSUL LAX CLASS FRAME WIDTH FRAME HEIGHT PAV= AM aAD PLYWOOD (INCHES) (INCHES) EXT.( +) TNT.( -) 43• 98" 88.0 1 70.0 � W N_ O 3 $� n a NOTE: DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) MAY BE INSTALLED WITH OR WITHOUT SIDELITES. SEE SHEET 4 FOR SIDEUTE CAPACITY. IL b MEN Z H.S. GLASS o 090• INTERLAYER SAFLEX MG SILICONE W CO DOW CORNING 998 T� 0= G ,. �By .080• ALUM PANEL rt /8` H.S. GLASS pie S.H. WINDOW 5/18' LAM. GLASS NOTE: LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR OR SINGLE HUNG WINDOW (UNDER SEPARATE APPROVAL) OR SIOELITE SHALT. CONTROL. THE ENTIRE ASSEMBLY. 5 /8- PLYWOOD v+ I $ 8 { ONE .080" ALUM PANEL ^ r� CORNING 995 CD SILICONE C� DOW CORNING 895 � a 14\ / r PARTIAL ALUM CLAD PLYWOOD o GLAZING DETAHS EW JAVAD I g 2012' aro.,Iny ne. n.' W12 -19 sheet 3 of 14 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) OR DOORS WO'H SIOELII'ES (SEE NOTE SEL00 SIDELITE WIDTH OiCtIE3 SIDELITE FRAME E H AT INCHES SIDELITE TO SIDELITE I SIDEIM TO DOOR W/O REINF. EXT.( +) Oil'.( -) WITH BMW EXT.( +) 1147.( -) W/O RINF E. EXT.( +) W.(-) WITH REM EXT.( +) INT.( -) 24 30 36 42 48 80 88.0 70.0 65.0 70.0 65.0 70.0 8 &O 704 8 &O 70.0 65.0 7" 65A 70.0 BSA 70.0 8SA 70.0 65.0 70.0 85.0 70.0 88.0 70.0 6 5.0 70.0 65.0 70.0 65.0 70.0 6 5.0 70.0 56.9 61.3 589 61.3 88.9 61.3 1 589 613 24 30 38 42 48 84 65.0 70.0 65.0 70.0 65.0 70.0 654 70.0 85.0 70.0 70.0 BSA 70.0 6 &O 70.0 6 &O 70.0 70.0 65.0 70.0 6&0 70.0 6 &0 70.0 70.0 65.0 70.0 65.0 70.0 9&9 81.3 1.3 $8.9 81.3 589 81.3 24 30 36 42 45 90 65.0 70.0 0.0 65.0 70.0 S &0 70.0 66A 70.0 10 6 &0 70.0 65.0 70.0 65.0 70.0 0.0 16=7610 65.0 70.0 65.0 70.0 05.0 859 0.0 6 &0 65.8 6 &0 70.0 00.7 62.3 0.3 60.7 64.0 617 a" 24 36 42 65.0 70.0 0.0 85.0 67.4 65.030 6 &0 70.0 0.0 61.8 61.8 65.0 70.0 61.3 613 0.0 57.3 57.3 65A 70.0 53.7 53.7 65.0 70.0 1 53.7 517 1 65.0 1 70.0 24 30 36 42 98 65.0 70.0 8 &O 70.0 63.2 632 6 &0 7a0 6 &0 67.8 es.0 70.0 56.0 980 a5A Tao 57.5 87.5 8&0 710 53.7 53.7 85.0 70.0 50.3 503 8 &O 70.0 603 503 89.0 7a0 5 Q e DOOR DOOR FRAME SIOELITE SIDELITE FRAME SIDELITE WIDTH YAOTH f0ox3 Sal" DOOR FRAME WIDTH WITH or WIDTH WIDTH � WIDTH pill j/ / /'�/� \ \ / f i 6, \ -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 n Y f0ox3 Sal" DOOR FRAME WIDTH WITH or WIDTH WIDTH � WIDTH pill j/ / /'�/� \ \ / f pill 6, -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 n SIDELITE WIDTH F F' H G 0' (0) iop oMANw x -j1&: ---6 DOOR DOOR PDAUr ginn rte =e r WIDTH WIDTH WIDTH pill j/ / /'�/� \ \ f 6, -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 n Y { 0X0 ) ( X00OOX ) { XOX ) ( ) CInn nr nnnR FRAUr cim rte WIDTH WIDTH WIDTH pill j/ / /'�/� \ \ f 6, -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 n Y 6 2 9 2012 ' 1�� Vd ahaet 4 of 14 (am) REINFORCING NOTE: FOR DOORS CAPACITIES SEE SHEET 1. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE TO DOOR ii W (DTH wom I womm pill j/ / /'�/� \ \ f -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 [qa!i 0 � n a AS p o OXXONO f3 v SIDELITE MR FRAME SRiEUTE SIDEIJTE N WIDTH Warm WIDTH WIDTH M ..eftlN ( OXX�) 000"00 ) a pill j/ / /'�/� \ \ f -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 n ..eftlN ( OXX�) 000"00 ) a NOTE: ei.eui NOTE: GLASS CAPACITIES ON THIS SHEET ARE -�- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 n Y 6 2 9 2012 ' 1�� Vd ahaet 4 of 14 LOCI( OPTIONS: ACTIVE LEAF, SURFACE MOUNT DEAD BOLT LOCK BY 'SULLrvAN & ASSOC.' AT 45' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' OH MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 1 -3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' AND 88' FROM BOTTOM FASTENED TO LOCK SDLE.WITH 08 X 3/4' FH SMS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLKVAN & ASSOC' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28' FROM TOP AND 12' FROM BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4' FH SMS (2) PER SOLT kr r W / � d \ W \ ACTIVE \ i ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERMCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 2' CH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY WINAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' AND BB' FROM BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4' FH SMS (2) SCREWS PER SOLT 1 W / 1 1 W \ 1 \ 1 ADDVE \ ACTIVE LEAF: 4 POINT LOCK SYSTEM BY INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD BOUT AND SHOOT EDITS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 08 -32 X 2' OH MS LEAE: 2 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES SHOUT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 08 -32 X 2' OH MS ACnvE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD SOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.* MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12' AND Sr FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4' FH SMS (2) SCREWS PER BOLT 311V TEMP. GLASS 3/18' HEAT STREN'D GLASS 1/4' AIR SPACE WITH OPTIONAL MUNTINS 1 1 i HINGES: 3118' HEAT 51 *13 GLASS \ t / \ EiACnVE t / i At.TA@ ACTIVE LEAF: 4 POINT LOCK SYSTEM BY INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD BOUT AND SHOOT EDITS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 08 -32 X 2' OH MS LEAE: 2 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES SHOUT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 08 -32 X 2' OH MS ACnvE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD SOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.* MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12' AND Sr FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4' FH SMS (2) SCREWS PER BOLT $� n 3� y; Taal a 0, = s n Drow,ng no. W12 -19 311V TEMP. GLASS 3/18' HEAT STREN'D GLASS 1/4' AIR SPACE WITH OPTIONAL MUNTINS HINGES: 3118' HEAT 51 *13 GLASS ALUMINUM/ST. STEEL HINGES BY 'SULLIVAN & ASSOC (3) HINGES PER LEAF AT 11 -1/8' FROM TOP & BOTTOM 090' INTERLAYER SAFLEX PVB BY 'SOLUTIA' 090' INTERLAYER SAFLEX PVB BY 'SOLUTIA' � AND AT MIDSPAN Sr. STEEL HINGES REQUIRE BACK -UP PLATES 3/18' HEAT STREN'D GLASS ply 3/18' HEAT STREN'D GLASS NOAH SILICONE DOW CORNING 993 SILICONE !1f Js`�4H ` DOW CORNING 989 Ear -J VWAS 9MAD + + 1 FLA. 7OW CAN.. 7/18' LAM. GLASS GLAZING OPTIONS AM. 7/8' OVERALL INSUL L GLASS 9 ZQ�2 G 2 � $� n 3� y; Taal a 0, = s n Drow,ng no. W12 -19 ISY . . EDGE 6w.:. • .... r� w= 8= TYPICAL ANCHOR SEE ELEVATIONS FOR SPACING 28Y WOOD BUCK OR WOM STRUCTURE 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI. Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 11BY BUCKS INTO CONIC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (MOE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f o - 3000 PSI MIN. C -96 HOLLOW /FILLED BLOCK AT JAMBS Vin = 2006 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD 5504' SEALANT. DOOR DETAILS Z9 FOR SPACING i� two 2 wy _ .K V O p� r t� a �3 I I TO n tlroaln I no. W12 -19 1/4' MAX 1 SFgN `^ 3 010 X 1/2 O 1 /SHIM Z AT 1/4', 3/4' FROM ENDS 18Y Q TYPICAL ANCHORS (Al AND 12' O,C. MAX. sm SEE ELNO TIVE LEAK FOR SPACWO 13 SEE aft Q�� 7 D.L. OPG. 7 f7 .. � =i;• � E EXTERIOR ®_ LEAF WIDTH LM MONS SEE SHEET S ,LI DOOR FRAME WIDTH S Q _ s 1/4' MAX SHN $wo rn TYPICAL ANCHORS WOW © 3 18 O SEE SHEET SS pR N SEE ELEV:` •'' . FOR SPACING ACTVE LEAF DQACTIVE LEAP, 4V00 NOTE 1 n IY y� 29 28 O �I 13 7 OMf = as 0 13 - - - -- 17 TYPICAL ANCHM S 1@ 7 D.L. OPG. 7 D.L. OPG. SEE SPACING ©� EXTERIOR LEAF WIDTIi LEAF WIDTH DOOR FRAME WIDTH �� tNW1d ea FLA. •PE .lL B ®' M2 CAusse a • droWFng no. DOOR DETAILS A116 '9 9 2p 2 W12 -19 TYPICAL ANCHORS EDGE DIST. IBY t� u SEE ELEVATIONS WOOD BUCK 1� EDGE 0 ST. FOR SPACING e a • t ;O•• �� F 77 �� N� �� Vx n 2 t /18• ACCESS HOLE O 4 ,j TYP. O 1/4' yAX. O O CAULK o � a7 SHOd . !7 fTN 3 a j _, t 7B �ItW1�iF . 18 4e 28 a' 13 gp 1 { • 1 13 F •'g � 1 1 _ � 1 is SCSI... •i 0 1 O EXTERIOR �tiCjOo •.. D.L OPG. x o feu rJ C J LEAF WIDTH M 0 1 SIDELITE WIDTH DOOR FRAME WIDTH u� Q N ti 1 � FRAME WIDTH TYPICAL 1 SEE ELEV. ORS 8 IS O 3 O FOR SPACING j wOpH�U��p� r -- qlr 2 I 4 Y e D. OPG. EXTERIOR © G. SMELITE WIDTH DOOR FRAME WIDTH N_ HJ-PROFII \ LOW PROFILE a Engr AWW Ll i 11 SIDELITE FIA. PEV1.105 2 attl •r�i v 'EDGE OjSr. TYPICAL ANCHORS ' •• v •EDGE DI TYPICAL ANCHORS •� drow&Ig no. SEE ELEVATIONS 1N 12 -1 9 FOR sP�wG FOR SPACING SIDELITE DETAILS AN cheat of 14 .J J / a.000 .125 .750 1.780 .078 rm. ! I F- z.oe3 --�I n DOOR FRAME HEAD /SILL 4 SIDEUTE TOP &BOTTOM FRAME H- PROFnX 4.000 .125 1.875 1.750 078 TYP. �SIDELITE TOP & BOTTOM FRAME l a / LOW PROFU 7 LEAF RAIL & STILE 1.750 3.280 3.0OD LLf 078 TYP. (9) CHAIR RAIL .078 a.o2a .727 ASTRAGAL ADAPTER E.002 �2 2 FRAME COYER 0 0 DOOR FRAME JAMB SIOEUTE FRAME JAMB .979 045 887 4 4)DUTER GLASS STOP 7/18' QM .517 l.ot2 .082 .780 .703 --f INNER GLASS STOP 8 7/18" MASS I.- .703 INNER GLASS STOP 015UL Cuss 2 125 ..375 0.312 4� -2.12s ®_ II No mr. 0 ALUMINUM HINGE ,.moo #10-24 4 PER L �4.s0o- .12s 3.722 it ®+ it M ii ® H t8 i i SIDELITE ALUM REINF. 1.375 I 0 p q 078 TYP. ®+ I tr lr�lN 4.500 STEEL HINGE 4.188 1.884 .080 ,.387 .757 ,.500,W .078 1 .787i- Ola SIDEUTE SUP ON JAMB LEAF ALIGNMENT BRACKET ie SNAP COVER AUG ) g 2012 M �o 81w aN+i I3 al .01 n y6 ° O A drawing no. W12 -19 8/4X N I No mr. 0 ALUMINUM HINGE ,.moo #10-24 4 PER L �4.s0o- .12s 3.722 it ®+ it M ii ® H t8 i i SIDELITE ALUM REINF. 1.375 I 0 p q 078 TYP. ®+ I tr lr�lN 4.500 STEEL HINGE 4.188 1.884 .080 ,.387 .757 ,.500,W .078 1 .787i- Ola SIDEUTE SUP ON JAMB LEAF ALIGNMENT BRACKET ie SNAP COVER AUG ) g 2012 M �o 81w aN+i I3 al .01 n y6 ° O A drawing no. W12 -19 y.V p N_ Z 3 O �rr h 4 O O LL W O x m v o� uaa/jp W4600 0 �� n E1pr _ ®AIWAO n :CAN. SBSD /A�¢ f7TOWITIQ 00. RUC• � 2012 W12 -19 meet t o a7 t a ITRM 9 PART # RSQD. DESCRIPTION MATERIAL MANF. /SOPPUSR /RSMARRS 1 0501 2/ DOOR DOOR FRAME HEAP %381 8083 -T8 - 2 0302 2/ DOOR FRAME COVER 8083 -TB - 3 C303 2/ OCOR DOOR FRAME JAMB 8083 -TB - 4 C305 2/ �OELITE SIDELITE TOP & BOTTOM FRAME 8083 -TB - 3 0308 2/ SIOELITE SIDELITE FRAME JAMB 8085 -T8 - 8 0307 AS RECD. SIDELITE SLIP ON JAMB BOBS -TB - 7 C308 4/ LEAF LEAF RAIL -m STBE 8085 -TB - 8 C313 2/ SIDEtJTE SIDEIJTE TOP &BOTTOM FRAME-LOW PROFILE 8085 -76 9 C378 AS (0:00. CHAR RAIL BOBS -TB - 12 0314 4/ LEAF LEAF ALKtt�81EN'T BRACKET 6083 -TB - 13 1/8' % 1-1/2' 2/ HINGE LEAF & HINOE BACX -UP PLATE �83-TS FOR g. S1EE1. HINGE OPII.Y 14 0311 4/ LEAF OUTER GLASS STOP (7/18° OLASS) 8083 -T8 - 1S 0310 4/ LEAF INNER OIASS STOP 8083 -76 - i3A 0313 4/ LEAF INNFIt GLASS STQP-(06UL. GLASS) 8083 -T8 - 18 C304 2/ DOOR SNAP COVER 8083 -76 - 17 0309 1/ LEAF ASTRAGAL ADAPTER B083-T8 - 18 AS READ. SIDELITE REIMF. CHNN78il. 5003 -H74 - 19 FD -107 3/ LEAF 78NOE5 ALUMWNd SULIlVAN & ASSOC. itU1 CH- 108-85 S/ LEAF 4-1/2° % 4° HINGES ST. STEEL SUIINAN & ASSOC. 22 110 X 3/4' 7/ CORNER FRAME ASSEMBLY SCREWS SMS 23 X10 X 1/2' 11/ HINGE ALUM HINGE B�lSfAL1A710N FASTENERS - FN SYS 23A 1 /h20 X 1/2' 8/ HOKiE ST. STEEL HINGE BVST/LLLATLON FASTENERS ST. SI'EEE1.. FN SMS 24 AS REpO. 3/8' DUl THREADED ROD 5TEEI. AT 70P AND BOTTOM &CHAIR RAIL 23 E22318KN AS READ. ASTRAGAL W STRIPPIP{p - ULTRAFAB 28 F24818KN AS REpD. BULB W'STRIPPBVG SANiOPRENE EPDM 27 C317 AS REOD. GLAZING WFJMiE SANTOPRENE CENTRAL. PLASTICS 28 AS REOD. BULB WSTfOPPWO VBiYI. y.V p N_ Z 3 O �rr h 4 O O LL W O x m v o� uaa/jp W4600 0 �� n E1pr _ ®AIWAO n :CAN. SBSD /A�¢ f7TOWITIQ 00. RUC• � 2012 W12 -19 meet t o a7 t a ITRM 9 PART # RSQD. DESCRIPTION MATERIAL MANF. /SOPPUSR /RSMARRS 1 0501 2/ DOOR DOOR FRAME HEAP %381 8083 -T8 - 2 0302 2/ DOOR FRAME COVER 8083 -TB - 3 C303 2/ OCOR DOOR FRAME JAMB 8083 -TB - 4 C305 2/ �OELITE SIDELITE TOP & BOTTOM FRAME 8083 -TB - 3 0308 2/ SIOELITE SIDELITE FRAME JAMB 8085 -T8 - 8 0307 AS RECD. SIDELITE SLIP ON JAMB BOBS -TB - 7 C308 4/ LEAF LEAF RAIL -m STBE 8085 -TB - 8 C313 2/ SIDEtJTE SIDEIJTE TOP &BOTTOM FRAME-LOW PROFILE 8085 -76 9 C378 AS (0:00. CHAR RAIL BOBS -TB - 12 0314 4/ LEAF LEAF ALKtt�81EN'T BRACKET 6083 -TB - 13 1/8' % 1-1/2' 2/ HINGE LEAF & HINOE BACX -UP PLATE �83-TS FOR g. S1EE1. HINGE OPII.Y 14 0311 4/ LEAF OUTER GLASS STOP (7/18° OLASS) 8083 -T8 - 1S 0310 4/ LEAF INNER OIASS STOP 8083 -76 - i3A 0313 4/ LEAF INNFIt GLASS STQP-(06UL. GLASS) 8083 -T8 - 18 C304 2/ DOOR SNAP COVER 8083 -76 - 17 0309 1/ LEAF ASTRAGAL ADAPTER B083-T8 - 18 AS READ. SIDELITE REIMF. CHNN78il. 5003 -H74 - 19 FD -107 3/ LEAF 78NOE5 ALUMWNd SULIlVAN & ASSOC. itU1 CH- 108-85 S/ LEAF 4-1/2° % 4° HINGES ST. STEEL SUIINAN & ASSOC. 22 110 X 3/4' 7/ CORNER FRAME ASSEMBLY SCREWS SMS 23 X10 X 1/2' 11/ HINGE ALUM HINGE B�lSfAL1A710N FASTENERS - FN SYS 23A 1 /h20 X 1/2' 8/ HOKiE ST. STEEL HINGE BVST/LLLATLON FASTENERS ST. SI'EEE1.. FN SMS 24 AS REpO. 3/8' DUl THREADED ROD 5TEEI. AT 70P AND BOTTOM &CHAIR RAIL 23 E22318KN AS READ. ASTRAGAL W STRIPPIP{p - ULTRAFAB 28 F24818KN AS REpD. BULB W'STRIPPBVG SANiOPRENE EPDM 27 C317 AS REOD. GLAZING WFJMiE SANTOPRENE CENTRAL. PLASTICS O /Jz i 0 DOOR FRAME TOP R m &BOTTOM CORN SIDEUTE TOP & BOTTOM CORNER SIDELITE TOP & BOTTOM CORNER _ v Q�i a3 � aI � xzx> Ts° aLUra 0 Tz TUBE FASTENERS ' j/0 % T/2° FM Y6 ASTRAGAL FASTENER 010 x t /2° FM MS n s w(dNr JJ �t n 24 • Ftq. / 7�93� FLUSH BOLT GUIDE TOP & BOTTOM owing no. dt �1 2_'n 9 dd LEAF TOP & BOTTOM CORNER 3 2012 ehaet 11 of 14 EDGE OIST. TYPICAL ANCHORS ��f • e. ..� "� V lV I I Q enl I � I gi IA GLASS E CORY -A -TECH S.H. WON. O UNDER SEPARATE APPROVAL SA 0 t. O O O W Q 4 I 1 I � CHAIR RAq• I -' I fl � a N I r O c I 7 %BB•LAI LAM. IGLASS CASS ofS � OR I PARTW. ALIRi CLAD PLYWOOD 1 n1 Waft I �" c c p� vp W � 2A a rE I 1 II I NOTE u MAX PARTIAL ALUM CLAD PLYWOOD PANEL NOT TO EXCEED FO-/ WIDTH OR 29-1% WOM 33- /HiW ` o a I 1 \ n FlA_ .. a . L I ` g rro. •EDGE'VDIST..• a.' '.gE ELEriAnol 12 • W12 -19 FOR SPACINGI I' ' sheet 12 of � 4 1/4' MAX. SFAM CWN -A -TECH S.H. WOW. UNDER SEPARATE APPROVAL © 3 VENT WIDTH ® N TYPICAL ANCHORS SEE ELEV. 18 18 Z FOR SPACING . 3A D.L. OPG. 28 D.L. OPG. MAX. WMDOW WIDTH - 31 8f18' SIDEIf(E WIDTH TYPICAL ANCHORS MAX. LEAF WIDTH - 39' LOCK OPTIDNS SEE ELEV. FOR SPACWO FRAME WIDTH SEE SHEEF S � ZO 1/4' MAX. SHIM !`e O 3 PARTIAL ALUM CLAD PLYw000 PANEL T� 18 Qpe La 4 O 18 �+ 41 O 1 • 28 13 1 24 1 1 n 4 N 4 3A ! e3 q•• 13 II V CA - "22 777 --J 1' MAX. LEAF WIDTH 39' SIDEUTE WIDTH a 18Y WOOD SUCK FRAME WIDTH 61ta>ri N •�u, E�y'.WIwJOp AHMAD. 1 C.A.N. tl ' qAU, drawing no. 20 2012 W12 -19 sheet 13 of 14 2.090 f • 1.290 b12 �Y N_ Z W. FRAME HEAD d to 6o� di �. 1 °n 082 1.984 v i 1.004 lc%g 1.049 s LL FIXED HEFTING Re1L o STS 0 511 0 .884 — CURV —A —TECH S.H. WOW. SERIES 925 UNDER SEPARATE APPROVAL 1.082 .082 g� �_I I 1.900 ? g -d 1.312 Fes- In --seal a' `L I- SeSH TOP RAIL W § � o � O6063 —� p 1.624 ro <N�_ 1462 .092 ,.�0 w .812 SASH BOTTOM RAIL 0 6053-T6 eA Q o� .062 2.173 r MAW .750 Tg � m 2.082 1.126 O I e O6063 -75 I M2 1.014 Ee�gN. JAVAD 1.082 1 2�N. .oe .812 8 s —�' Fes- 2.062 1 drawing no. SASH SIDE All FRAME CORNER DETAI L (j X19. ZQ� W12 -19 O -3 Q VENT CORNER DETAIL shoat 14 of 14 6063—TS SM—Ts 11'8ffi B PART $ QUANTITY DBBRIIPTION MATBIUAL MANUF. /8UPPM$R/ABbIARR8 1A C -3�1 1 FRAME HEAD 8083 —TB 2A C -30ff1 i FRAME SILL 8083 —TB — 3A C -3003 2 FRAME JAMB HO63 —T8 — 4A C -3�4 1 FOfEO MEETlNO RAIL 8083 —T8 — 8A C -3009 1 SASH TOP RAIL BOBJ —TB — 8A C -3008 1 SASH BOTTOM RAIL 8083 —TB BA c -3ao7 a SASH SIDE RAIL goes —T9 — SA /8 X 1' AS REW. ASSEMBLY SCREWS — P.H. SMS t0A C -3089 4/ VENT FACE CUSS 3' FROM EN45 NYLON — 11A C -3�9 2/ VENT SASH LATCH AT 8 -1/4' FROM ENDS e063 —TB WITH S.S. LEAF SPRING 11.1 8B % 3/4° 2/ LATCH LATCH INSTAUATION SCREWS — F.H. SNS 124 3017 -6 AS REOD. FIN SEAL PILE — te.TRAfAB 134 C -3011 AS REOD. BULB WEATHER STRIP, OLIROMETER t70 SHORE A VUJYL CENTRAL PLASTICS 194 — AS REOD. ALUM OIAZINO BEAD ALUMINUM ROLL FORMED 184 — 2 BLOCK & TACKLE BALANCE S /8° 80X, BIANCE SYSTEMS OR EOUrv. .. w=. laR� OCT 17 101 i Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (306) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have bew retained by �_ to wbm spedW Wpectar services urWer the Florid Buitrding Code at the , [fit .A . 1 y E . i�� d on the tau fisted structures as of b�Q W-t4 (date). I am a reotered arditea or proofesswW mxjbv r Owned it the Staff of FbW& PROCESS NUMBERS: • SPECIAL INSPECTOR FOR PILING, FBC 18221.20 (R44a4.6.1.20) • SPECIAL INSPECTOR FOR TRUSSES >36 LONG OR 6' HIGH 2319.17.2.42 (RM.6.17.24.2) R SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 21224 (84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 22182 (84408.52) Is SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(84404.4.3.1) • SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (84405.9.12) • SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following indTI ual(s) employed by firm or me are authorized represeniat m lo perform iron 4 1. ly;dfiieA. 2. 3. 4. 1, (vie) wM rto* Miami Shores Village Bc it ft Department of any changes regprg mMwized personal peftmdng inspeoon SWAM. Created on 6flW M i I Miami shore's Village Building Department 10050 N.E.2nd Avenue MIAMI SHORES VILLAGE Miami Shores, Florida 33138 Tek (305) 795.2204 Fax: (305) 756.8972 NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) harm been retained by I X V dz�& to perform Special services under the Florida Pining Code at the U v EE . M,��► on this ter listed stnxtures as of m" ( date). I am a rimed architect or professional wow licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 18221.20 (84404.6.1211) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 23111724.2 (84409.6.17.24.2) 9 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 21224 (84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 22182 OWK5.2) St SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1W.3.1 P4404.4.3.1) • SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405 9.12) • SPECIAL INSPECTOR FOR Note: Only die mar*ed boxes opp* The follor>uing imd' uai(s) empioyed by this firm or me are authorized representaffm to perform irapection *' 2. 3. 4. I, (we) will notify Miami Shores Village Building Department of any changes regarft autaized personnel performing inspection services. Created on 61100N Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in' compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -5-11 -778 Owner MARIEDY MENDOZA Contractor HOME OWNER Subdivision/Project NONE Date Issued 8/612013 Occupancy Construction Type R,.g Load N /A. Square Footage 872 SQ FT Ocypecupancy SINGLE FAMILY HOME m Description of ADDITION Work ... . r 10687 NF 11 AVF Miami Shores FL 33138 - Location Building Officials Approval Norman Bruhn, Not Transferable POST IN A CONSPICUOUS PLACE Or ►31 1 l.�►S Miami Shores Village Budging Department ?)/I �ij t i �4�.9 (Z 00050 N.E.2nd Avenue, Miami Shores, Florida 33138 ?WNs 3a Tel: (305) 795.2204 Fax: (305) 756.8972 LtV0rti¢iucri INSPECTION'S PHONE NUMBER: (305) 762.4949 Tltr rva va m BUILDING PERMIT jYPP ICATION FBC 20 0 1-- Permit Type UMDDING ROOF ING OWNER: Name (Fee Simple Titleholder): �t?e�cf "A.- City: Xfilm Tenant Email: MAI ® 4 20111 Permit No. 11 — � 1 9 Master Permit No. _ State: Zip: JOB ADDRESS: /Ole 6 7 A) E / I Aye,. . City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone #: ess• 1 State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ Contact Phone#: Address: DESIGNER: Architect/Engineer. ��l,�n li . ��rlCs �2 d a /!G� Phonek '740- 44M-109-9 Value of Work for this Permit: $ �• CP . Square/Linear Footage of Work: Type of Work: Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: AAW Submittal Fee $ Permit Fee $ Q CCF $ CO /CC $ Scanning Fee $ Notary Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 4 ® o " ar TOTAL FEE NOW DUE IJ U 1 �� So1✓zP�r-t .7 . Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice- of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approW and a reinspection fee Mall be charged. Signature Signature Owner or Agent Contractor The f regoing instrument was acknowledged before me this day of , 20 ,L, by , who is perso ally known to me or who has produced NO Sigt Prin My As identification and who did take an oath. The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced APPROVED BY /0�0L4s Examiner 4 1-7hQ Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk M ♦ • • • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: 10-17-// ADDRESS: 1AW 7 rW lloWe Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial i'�� 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial l20� 3. 1 understand that as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building If the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is. sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial C4*4'11 5. 1 understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. 1 understand that it is frequent practices of unlicensed "persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 1010 I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial I agree that as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations. Initial 411"A 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: //c6ww.mygo4delicanse .com/dbor /cro /C7ilbfindex.html Initial 11. 1 am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party Dally and financially responsible for the proposed construction activity at the following address: Initiallm/& 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informapi that I have provided on this disclosure. G� Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the ConstrUction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. it is also important for you to understand that, If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 1-1 day of L ® , 20 1 ( a %7 aa'4 ir'V -( d6A0 cTW who was personally known to me or who has Produced there License or C—C f `D M. EN • . sily�� %,, NOTY 0310612012 NOTARY PUBLIC Commission 0 �' •. DD765901. � %�,rF OF F�o��o``��. r . , 4 - OCT 17 2011 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvement must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be inch as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # 11 ADDRESS:- Af , E . It kye ILi t Am t Shows, 'FL, 35=-6 FOLIO NUMBER: Ii- 2� fir% t� --�FLOOD ZONE: A C BASE FLOOD ELEVATION: + J FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): WA COST OF PROPOSED IMPROVEMENTS: CD 1, F (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): cE VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: Odle DATE: 07-02 -11 P PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 4 Miami -Dade My Home i My Home Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Datalic, Folio No.: 11- 1 Pro 10667 NE 11 AVE Mailing MARIEDY M MENDOZA ddress: SINGLE FAMILY arket Value: 10667 NE 11 AVE MIAMI Floors: SHORES FL Lnrin Units: 3138- Pmnarty Infnrmntinn- rimary Zone: 1000 SINGLE FAMILY TL Land Value: RESIDENCE CLUC: 0001 RESIDENTIAL - 1 923 SINGLE FAMILY arket Value: /1 Floors: 1 Lnrin Units: 1 F e: 1,996 Lot size: 10 400 SO FT ear Built: 1950 $147,445 IAMI SHORES $50,000/ ESTATES PB 47 -58 LOT Leggy BLK3 LOT SIZE Description: 80.000 X 130 OR 14177- $50,000/ 1863 07891 COC 5734-492105 20071 $147 445 127145-0043 1209 01 Aaaaaamant Infnrmatlnn- FYamntinn Infnrmatinn- ear: 2011 2010 TL Land Value: $104,438 $62,339 uildin Value: 1 923 135,1 arket Value: $23 ,361 197, Value: $200 406 197,44 FYamntinn Infnrmatinn- ear: 1 2011 1 2010 H $25,000 1 $25,000 rig Authority: YES I YES G TAYahia Valarn Infnrmnf1nn- ear: 2011 2010 Applied Applied rig Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,0001 $50,000/ $150,406 $147,445 County: $50,000/ $50,000/ $150,406 $147,445 City: $50,000/ $50,000/ $150,406 $147 445 School Board: $25,000/ $25,000/ $175,406 $1 72 445 Sale Information: e-1 7 1- ii4M[f Page 1 of 2 Aerial Photography - 2009 0 114ft Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /MyHome /propmap.asp Legend Property Boundary Selected Property Street fi Highway Mo�1 -Dade county Water W+ E S 10/17/2011 Miami Shores Village Building Department RECEIPT PERMIT #: DATE: • Contractor • Owner • Architect Picked up 2 sets of plans and (other) Address From the building department on this date And /or get County stamps. I Shores Village Building Acknowledged by: PERMIT CLEW INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 to have corrections done to plans the plans need to be brought back to Miami to continue permitting process. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: I -1-1 DATE: L C) ( I a-n 1 _ 1ro Contractor • Owner • Architect Picked 2 sets of plans a (other) 'N",� 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 Buildf g— Mpartment to continue permitfinwocess. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: t '01 2— PERMIT CLERK INITIAL: 10/05/2012 13:59 FAX 1 800 685 7330 DATA SCAN FIELD SERVICES TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PASES SENT RESULT Pei mit ;No: 11 -778 .lob Name: October 2, 2012 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** 2977 93052668799 10/05 13:59 00,19 1 OK 9A 00 1 Miami shores Village Building Critique Sheet 3rd 10050 N.E.2nd Avenue Miami Shores, F=lorida 33138 Tel: (305) 795.2204 Fax: (305) 756.3972 Page 1 of 1 1) This structure is located in a special flood hazard area. Comdete a substantial improvement verification form including all required documentation. Portions of the existing structure are below the base flood elevation and may need to be elevated along with other remedial flood compliance. Provide a detailed cost data sheet that includes all material and labor along with copies of all contracts. Plan review is not complete, when all item a ;above arc corrected, we will do a comple4 plan review. If any sheets are voided remove them from the plans and replace with new revised sheets and include ane set of voided sheets in the r&submittal drawings. Norman Bruhn CBO 306 - 795 -2204 ie it o: 11 -778 Job Name: October 2, 2012 Miami shores Village Building Department Building Critique Sheet 3rd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) This structure is located in a special flood hazard area. Compete a substantial improvement verification form including all required documentation. Portions of the existing structure are below the base flood elevation and may need to be elevated along with other remedial flood compliance. Provide a detailed cost data sheet that includes all material and labor along with copies of all contracts. Plan review is not complete, when all items above are corrected, we will do a compleb 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 FAY- , r : INCIARTE, MARIEDY <MARIEDY.INCIARTE @poolcorp.com> To: Maria Rodriguez <mro d447 @gmail.com> I just send you the letter, let me know if you need anything else from US. — Original Message From: Wilmer Mendoza [ mailto:wi1inerwam30Lyahoo.corn] Sent: Friday, October 05, 201210:38 AM To: INCIARTE, MARIEDY Subject: Norman, As per our conversation in July, 2012 you mentioned that if we were to bring the house up to code, for flood (FEMA) we did not need a break down of the construction price. In the new plans the family room was brought up to the level of the house. There were also a few other small things that had to be done, ie the garage vents and other items that you mentioned that you could explain. You also mentioned that once all of the house was in float compliance, it did not matter how much we would spend. Please advise on what is needed to be in compliance. Respectfully, Wilmer Mendoza This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Fri, Oct 5, 2012 at 10:40 AM 1, Z %. This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Permit No: 11 -778 Job Name: October 19, 2011 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd Plans must be approved by HRS for the septic system. Impact fees must be paid with Miami Dade County planning and zoning. �-3) All permit applications must be submitted prior to any further reviewAn owner builder affidavit is required. ,�.4) A separate permit for the fence /wall is required. Corrections for plumbing and mechanical must be completed. Provide corrected energy calculations and heat loads. 7) This structure is located in a special flood hazard area. Complete a substantial improvement verification form including all required documentation. Portions of the existing structure are below the base flood elevation and may need to be elevated along with other remedial flood compliance. Provide a detailed cost data sheet that includes all material and labor along with copies of all contracts. Provide truss plans. �8) Provide a high velocity roofing application and roofing permit. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �x � 2ns ols� +niw b komj- auKL. 101211ill Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number: 1122320280310 Owner's Name: MARIEDY MENDOZA Owner's Phone: Job Address: 10667 11 Avenue Total Square Feet: 872.23 Miami 9hores, FL 33138 -2120 Total Job Valuation: $ 40,000.00 Contractor(s) Phone Primary Contractor i HOME OWNER Planning and Zoning Criteria and Comments Approved: No Date Denied: 5/5/2011 Comments: ADDITION MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. A/C MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. DID NOT REVIEW ANY FURTHER. ADDITIONS VISIBLE FROM THE STREET MUST BE APPROVED BY THE PLANNING BOARD 5/24/11 AS STATED ABOVE, ALL ADDITIONS VISIBLE FROM THE STREET REQUIRE APPROVAL BY THE PLANNING BOARD. SEE PLANNING FOR AN APPLICATION. NEW A/C CAN NOT BE LOCATED IN SIDE YARD SETBACK. 8/15/11 NEW A/C CAN NOT BE LOCATED IN SIDE YARD SETBACK. 10/6/11 REVISED PLANS OK, A/C NOLONGER IN SIDE YARD ACCORDING TO PLANS Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /Pe Job Name PLUMBING CRITIQUE SHEET C—(— (t t,Der .-Oeoc Ye-4 4c , 4-- !� v r� b l ... ai w -a i Miami Shores Village Building Department 10050 NZ.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.A I :7,f3 Job Name CRITIQUE SHEET Permit No: 11 -778 Job Name: June 9, 2011 Miami shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 �) Plans must be approved by HRS for the septic system. Impact fees must be paid with Miami Dade County planning and zoning. All permit applications must be submitted prior to any further reviewAn owner builder affidavit is required. ;(4) A separate permit for the fence /wall is required Corrections for plumbing and zoning must be completed. NO FURTHER REVIEWS WILL BE PERFORMED UNTIL ZONING APPROVAL IS GRANTED 6) This structure is located in a special flood hazard area. Complete asubstantial improvement verification form including all required documentation. Portions of the existing structure are below the base flood elevation and may need to be elevated along with other remedial flood compliance. he architectural plans must include the design criteria used forthe building. Provide a note showing that the top of the foundation will be a minimum 8 below finished grade. Provide a special inspector form for the soil compaction and themasonry. 0) Rrovide truss plans. The fascia is shown to be attached with 8d nails through a 2 °x material. The minimum astener should be 16d. Window C at the rear of the addition is located in Zone 5 but shown as Zone 4. Rease correct design wind loads. 3) Provide a high velocity roofing application and roofing permit. 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 .✓off` �1/ : g � �.� ♦ . �' _ f � ( � E .. �i.� Miami Shores Village 10050 N.E. 2nd Avenue aas turd Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)756 -8972 Folio Number: 1122320280310 Owner's Name: MARIEDY MENDOZA Owner's Phone: Job Address: 10667 11 Avenue Total Square Feet: 872.23 Miami Shores, FL 33138 -2120 Total Job Valuation: $ 40,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 515/2011 Comments: ADDITION MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. A/C MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. DID NOT REVIEW ANY FURTHER. ADDITIONS VISIBLE FROM THE STREET MUST BE APPROVED BY THE PLANNING BOARD 5/24/11 AS STATED ABOVE, ALL ADDITIONS VISIBLE FROM THE STREET REQUIRE APPROVAL BY THE PLANNING BOARD. SEE PLANNING FOR AN APPLICATION. NEW A/C CAN NOT BE LOCATED IN SIDE YARD SETBACK. 8/15/11 NEW A/C CAN NOT BE LOCATED IN SIDE YARD SETBACK. i y Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 3313 8-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number: 1122320280310 Owner's Name: MARIEDY MENDOZA Owner's Phone: Job Address: 10667 11 Avenue Total Square Feet: 872.23 Miami Shores, FL 33138 -2120 Total Job Valuation: $ 40,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 5/5/2011 Comments: ADDITION MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. A/C MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. DID NOT REVIEW ANY FURTHER. ADDITIONS VISIBLE FROM THE STREET MUST BE APPROVED BY THE PLANNING BOARD 5/24/11 AS STATED ABOVE, ALL ADDITIONS VISIBLE FROM THE STREET REQUIRE APPROVAL BY THE PLANNING BOARD. SEE PLANNING FOR AN APPLICATION. NEW A/C CAN NOT BE LOCATED IN SIDE YARD SETBACK. Planning 51 gi I I J Miami Shores Village 10050 N.E. 2nd Avenue .ie Miami Shores, FL 3313 8-0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number: 1122320280310 Owner's Name: MARIEDY MENDOZA Owner's Phone: Job Address: 10667 11 Avenue Total Square Feet: 872.23 Miami Shores, FL 33138 -2120 Total Job Valuation: $ 40,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 515/2011 Comments: ADDITION MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. A/C MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. DID NOT REVIEW ANY FURTHER. ADDITIONS VISIBLE FROM THE STREET MUST BE APPROVED BY THE PLANNING BOARD 06/13/2011 10:57 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT aeeaaaa�eaa�aa�eeaaaa **8 TX REPORT as ��eaaaaaaaaaaaaaaaa�a 1467 93052750154 06/13 10:56 00'49 3 OK �C Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138 -0000 ,w Phone* (305)795 -2204 Fax (305)758 -8972 Onni Folio Number) 122320280310 Owner's Name: MARIEDY MENDOZA Owner's Phone: Job Address 10667 11 Avenue Total Square Feet: 872.23 Miami Shores, FL 33138-2120 Total Job Valuation: $ 40,000.00 Phone Planning and Zoning Criteria and Comments Approved: No Primary Contractor Yes Date Denied: 5!5/2011 Comments: ADDITION MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. A/C MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. DID NOT REVIEW ANY FURTHER. ADDITIONS VISIBLE FROM THE STREET MUST BE APPROVED BY THE PLANNING BOARD 5/24/11 AS STATED ABOVE, ALL ADDITIONS VISIBLE FROM THE STREET REQUIRE APPROVAL BY THE PLANNING BOARD. SEE PLANNING FOR AN APPLICATION. NEW A/C CAN NOT BE LOCATED IN SIDE YARD SETBACK. 10/31/2011 09:53 FAX 1 800 685 7530 DATA SCAN FIELD SFRVTCF.S rAnni TX REPORT TRANSMISSION OR TX /R% NO 1927 RECIPIENT ADDRESS 93052750154 DESTINATION ID ST. TIME 10/31 09:52 TIME USE 00,35 PAGES SENT 3 RESULT OK Permit No: 11 -778 Job Name: October 19, 2011 Miami shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) Impact fees must be paid with Miami Dade County planning and zoning. 3) All permit applications must be submitted prior to any further review.An owner builder affidavit is required. 4) A separate permit for the fence /wall is required. 5) Corrections for plumbing and mechanical must be completed. 6) Provide corrected energy calculations and heat loads. 7) This structure is located in a special flood hazard area. Complete a substantial improvement verification form including all requited documentation. Portions of the existing structure are below the base flood elevation and may need to be elevated along with other remedial flood compliance. Provide a detailed cost data sheet that includes all material and labor along with copies of all contracts. Provide truss plans. 8) Provide a high velocity roofing application and roofing permit. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 10/27/2011 10:45 FAX 1 800 685 7530 DATA SCAN FTFLD SRRVTCF.S TRANSMISSION OR TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Permit No: 11 -778 Job Name: October 19, 2011 a� TX REPORT 1913 93052750154 10/27 10:44 00'36 OR O nni Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 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) All permit applications must be submitted prior to any further reviewAn owner builder affidavit is required. 4) A separate permit for the fence /wall is required. 5) Corrections for plumbing and mechanical must be completed. 6) Provide corrected energy calculations and heat loads. 7) This structure is located in a special flood hazard area. Complete a substantial improvement verification form including all requited documentation. Portions of the existing structure are below the base flood elevation and may need to be elevated along with other remedial flood compliance. Provide a detailed cost data sheet that includes all material and labor along with copies of all contracts. Provide truss plans. 8) Provide a high velocity roofing application and roofing permit. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans aid replace with new revised sheets and include one set of voided sheets In the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami S Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:—L-2—?Y DATE: A4-- ❑ Contractor z'Owner ❑ Architect Picked up 2 sets of plans and (other) 411z-� Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: —4z RESUBMITTED DATE: S L)z PERMIT CLERK INITIAL: pl__� r It Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 196119 Permit Number: RC -5 -11 -778 Inspection Date: July 30, 2013 Inspector: Ashraf, Syed Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 ovonma Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER Infractio Passed Comments INSPECTOR COMMENTS.,gakst—, BATHROOM, AND UTILITY ROOM. Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 30, 2013 Page 1 of 1 a � Juan A. Rodriguez - Jomolca Architects Miami Shores Village Building Department 10050 NE24ve Miami Shores, Fl. 33138. Re: PermitORC- 11- 778Addition Mariedy Mendoza Residence Addition 10667 NE 11Ave Miami Shores, Fl 33138. Folio 0 112232 -028-0310. Attn.• Building Department Arch. Reg. #6691 / Juan A. Rodriguez Jomo %a, having perforated and approved the required inspections at the renovation and addition. /hereby attest to the best of my knowledge, be/%fand professional judgment the structural, roof truss, insulation and the envelope components of the above referenced renovation are in compliance with the approved plans and the otherapproved permit documents / also attest to the best ofmyknowledge, bel/efand professiona /judgment the approved permit plans represent the as built condriion of the structural, truss, insulation and envelope component ofsaid structure. This document is being prepared in accordance of the Chapter I of the Florida Building Code and must submitted to the KINge of Miami Shores Building Deparfitentin conjunction with the application fora Certificate of Completion for Me above referenced structure.. Should you have any questions or need any additional information please do not hesitate to contact me. Sincere /y, 3ua ez 3orrokxa Archlted 625 SOUTH WEST 82nd AVE, MIAMI, FLORIDA, 33144. PH. (786) 486 -9099. s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 196120 Permit Number: RC -5 -11 -778 Inspection Date: July 30, 2013 Permit Type: Residential Construction Inspector: Ashraf, Syed Inspection Type: Survey Final Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Parcel Number 1122320280310 Project: <NONE> Contractor: HOME OWNER Buildina Department Comments NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. Infractio Passed Comments INSPECTOR COMMENTS F- ' Passed Inspector Comments� Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 30, 2013 Page 1 of 1 108t S F.I.P, 112 h T I I I L_ V s� I I ,-� :.... ............ 1•.." REVISIONS: . ........... ........... .. .......... . W, , , .'.'.' • ,� •,•,•,- • -,• -•• .' 2 .'.'.'...'. POOL I 12/12/12 SURVEY UPDATE AE I I 0306 L gpv� 24.91, � 16.40 3 54-- e f6' ':.'..'. 'Q : :. W '..... ■... iv .........•.•.. . N . :::Z ... ........ ... . ' ..... . ORIVE 1,211.2' COLUlNN 61.30' A 10.70' �9C� ONE STORY RESIDENCE L t3� # 70667 ��8 5' 8.20' '� 36.30 O LLL' ' ' ' ' ' LLLLLLLL ' ' ' ' LL h LLLn'1k SLABS LLLL! LL'10.00'_LL b LLLLL LLLLLLLLIln L N Li 1 1 L L LI p L /C SPA 3' -LL o L 120' LLLL p } 3.4'. ...;x . ........... oat UO 3N ZEC i 112 °0 Qs �IU a 2 2 2013 LOT 2 I • I BLOCK 3 130.00'(M)(P) /-f np) CS I :.... f 2'� This property described as: Lot 3, Block 3, MIAMI SHORES ESTATES, according to the Plat thereof as recorded in Plat Book 47, Page 58, of the Public Records of Miami -Dade County, Florida. CERTIFIED TO: Mariedy M. Mendoza 10667 N.E. 11th Avenue, Miami Shores, FL 33138 Bearing, if any, shown based on N/A (reference) N/A REVISIONS: CBS 'p WINCWALL as CONC 4' SLAB 13 A5� p U POOL I 12/12/12 SURVEY UPDATE AE I I 0306 L gpv� 24.91, � 16.40 3 54-- e f6' PUMP original raised seal .:....�... 0 '• F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. ORIVE 1,211.2' COLUlNN 61.30' A 10.70' �9C� ONE STORY RESIDENCE L t3� # 70667 ��8 5' 8.20' '� 36.30 O LLL' ' ' ' ' ' LLLLLLLL ' ' ' ' LL h LLLn'1k SLABS LLLL! LL'10.00'_LL b LLLLL LLLLLLLLIln L N Li 1 1 L L LI p L /C SPA 3' -LL o L 120' LLLL p } 3.4'. D = Delta 0 = Diameter CL ........ -..05'•'•'•'• CL. ..... - I I I I BM. # B -26 -RA (Miami -Dade) _ Elev.= 17.23' _ 09/11/09 09/11/09 + 8,00 N.G.V.D. c c E.B. = Electric Box Enc. = Encroachment E E c n$ w ° 9RICK 9R11/E m F.H. = Fire Hydrant E ° m m F.I.R. = Found Iron Reber ' : FPL = Florida Power & Light o ° m 0 w LLLL LL ° m E E c FD. = Found 'o m E a m m ' c c o n= c L.P. = Light Pole M = Measured '1 M.F. = Metal Fence M M.H. = Manhole = Monument Line LLLLLLLLL LLLLLL�fLLL LLLL p LLL LLLL M LLL v r_ "a B .-ca ••• 1.• • • - IE co w IE N/D = Nall & Disc �, NTS = Not to Scale y. LOT 3 BLOCK 3 LLLI2L4`L L LL O ..I LLL•- O a •- Q•••••• I O P = Plat PB = Plat Book ro• PC = Point of Curvature O LLLLLLLL F LLLL O ® LLL c , "' Z'.'.'.' I PCP = Permanent Control Point c $ w PG = Page P.I. = Point of intersection E m P = Property Line IOLLLL.LLL LLLL V$ ® LLL r,, o € .': — — P.O.C. = Point of Commencement O P.P. = Power Pole ° Ems a P.R.M.= Permanent Reference L' LLi .LL L 6.50' LLL w m = Q'.':.' I Curvature PT = Point of Tangency O R = Radius 7.30' 00 R/R = Railroad LLLL .LLL _LLLL�.LLL LLLLLLLL ILL LLLLLLLLL 3 90' 4 �,LLLLLL I.' .LLLL LLL LLLL LLL LLLL LLL LLLL LLL LLLL LLL LLLL 50' LLL LLLL LL •,•• pj,•••,•, - - •�'-`*�-r•• ro :S c m m RAN = Right- of-Way Ec !? £ •E a 3 E 15.70' a a o# Sec. = Section (7YP) = Typical m F. F. E 's T = Tangent w m m c p LL LL LLLL LLL U.E. = Utility Easement �m mym c m m s m o 0 a€ m m E W.F. =Wood Fence W.M. = Water Meter p @roc W.V. = Water Valve m$ m J,N:L LLL LLLL '..... ' ' ' oaa>= ��5 Z m a a m L _ L LLLL ' ' ..... I Q IZ.4O -L LLLL--- LLLLLO_L LL2'??D�.LLL' LLL LLL W_L LLLLLLLLLLLL£ LLB• a � 28,25' 44.00' LLB' �:_LL LLLLLLp_L 1 L.36..30'- LLLLLLL'O o W,F, N ^ 9f`� N V f5' w , O ; ��) ° O CL. :i.P i I 2tO -LP, 112.0 } b 136 00'(M�(P, I I b N id CN L.F. N � I I IS U I LOT 4 o BLOCK 3 This property described as: Lot 3, Block 3, MIAMI SHORES ESTATES, according to the Plat thereof as recorded in Plat Book 47, Page 58, of the Public Records of Miami -Dade County, Florida. CERTIFIED TO: Mariedy M. Mendoza 10667 N.E. 11th Avenue, Miami Shores, FL 33138 Bearing, if any, shown based on N/A (reference) N/A REVISIONS: FLOOD ZONE COMM. No. PANEL No. SUFFIX: ELEVATION NOTE: (IF APPLICABLE) 12/12/12 SURVEY UPDATE AE 120652 0306 L L.F.Elev = 8.38' (lowest habitable floor elevation). 03/08/13 FINAL SURVEY TD& 3 54-- e signature and the �.--_� original raised seal Elevation shown hereon refer to N.G.V.D. 1929. F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. 05/20/13 DIMENSIONS ADD Lowest adjacent grade elevation= 6.1' . MAPPER No. 4327. State of Florida. D = Delta 0 = Diameter ° P c c DH = Drill Hole DME = Drainage & Maintenance BM. # B -26 -RA (Miami -Dade) _ Elev.= 17.23' _ 09/11/09 09/11/09 + 8,00 N.G.V.D. Garage Elev.= 7.23 Erp= N/A . LOT 21 BLOCK 3 } tt) L 0 g U 0 2m C J i L K C" J L C. r7 I- ®. t � (/7 ex e "THIS SURVEY DECLARATION IS MADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS: Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date Scale: Drawn by: Drwg. No. 02/04/11 1 1 " =20' D.G. 1 11 -14720 BOUNDARY AND TOPOGRAPHIC SURVEY. 118 0 I HEREBY CERTIFY. that this survey meets the a �+ LL B minimum technical standards as set forth by the FLORIDA BO ESSI L SURVEYORS I c G AND MAPPERS in Ater 5J -1 orida Administrative m am Not valid unless Code, pursuan o Section .027 Florida Statutes. It bears the 3 54-- e signature and the �.--_� original raised seal itXIVES 02/07/11 of Florida licensed Surveyor and P OFESS ON SURVEYOR AND Mapper. MAPPER No. 4327. State of Florida. Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date Scale: Drawn by: Drwg. No. 02/04/11 1 1 " =20' D.G. 1 11 -14720 LEGEND 118 0 A =Arc a �+ LL B AS PH = Asphalt BM = Bench Mark BRG = Bearing I c G CB = Catch basin m am CBS = Concrete Block Structure `mio m L CH =Chord 3 54-- e Chaffs = Chattahoochee rt = Center Line Sw o $ a CLF = Chain Link Fence CL =Clear c •B 8 4 O1 g $ $ CONC.= Concrete iA s m m F D = Delta 0 = Diameter ° P c c DH = Drill Hole DME = Drainage & Maintenance Easement c c E.B. = Electric Box Enc. = Encroachment E E c n$ w ° F.F. = Finish Floor m F.H. = Fire Hydrant E ° m m F.I.R. = Found Iron Reber ' : FPL = Florida Power & Light o ° m 0 w F.I.P. = Found Iron Pipe ° m E E c FD. = Found 'o m E a m m ' c c o n= c L.P. = Light Pole M = Measured ,c $ ° o m m o E M.F. = Metal Fence am ° o, >e4 o w $ o° E �+ E m c M.H. = Manhole = Monument Line .°c m m=m••• ��s m a- �, w M MON. = Monument v r_ "a B .-ca N/A = Not Applicable IE co w IE N/D = Nall & Disc C) s x _ NTS = Not to Scale o/S = offset E mrn g O.U.L. = Overhead Utility Lines a OH , =Overhang _ c ro P = Plat PB = Plat Book o Q PC = Point of Curvature 'm� $ o E P.C.C. = Point of Compound c , Curvature $ ° PCP = Permanent Control Point c $ w PG = Page P.I. = Point of intersection E m P = Property Line c m e PL = Planter r,, o € P.O.B. = Point of Beginning mo g a P.O.C. = Point of Commencement m.tm Q P.P. = Power Pole ° Ems a P.R.M.= Permanent Reference m a o Monument w m = P.R.C. = Point of Reverse c a Curvature PT = Point of Tangency hi c m E �+ a, R = Radius R/R = Railroad m `_°° PSM = Professional Surveyor Mapper ro :S c m m RAN = Right- of-Way Ec !? £ •E a 3 E SWK = Sidewalk a a o# Sec. = Section (7YP) = Typical m F. F. E 's T = Tangent w m m c o Z c i o m `-° P 'm m U.E. = Utility Easement �m mym c m m s m o 0 a€ m m E W.F. =Wood Fence W.M. = Water Meter p @roc W.V. = Water Valve m$ m m m¢ v +� - Denotes Spot Elevations Taken oaa>= ��5 Z m a a m Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date Scale: Drawn by: Drwg. No. 02/04/11 1 1 " =20' D.G. 1 11 -14720 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended �� 9a setbacks from property lines and other existing structures. Ingress+ Egress, required parking x spaces, Wheel stops, stripping, and all paving to exterior. � 43 Certificate of Elevation — ( Sealed by surveyor). Expiration date required on the form. �u,0 \�►� --k*� Certificate of Insulation. v<d Certificate of Soil Treatment (Final treatment - original)\ rHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." S' ealth Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. oil Compaction Letter (Density report is required) , 'o ( Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) Li Backflow preventor certificate (Required on commercial projects only) T1 Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200,00 �& 1�Z`� 10 �°� r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 196118 Permit Number: RC -5 -11 -778 Inspection Date: July 30, 2013 Permit Type: Residential Construction Inspector: Ashraf, Syed Inspection Type: F. Elevation Certificate Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Parcel Number 1122320280310 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed` Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 30, 2013 Page 1 of 1 AU.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emerg'Acy Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name MARIEDY M. MENDOZA 11 -14720 A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 10667 N.E. 11T "AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 3, MIAMI SHORES ESTATES, P.B. 47 PG. 58 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) ADDITION A5. Latitude /Longitude: Lat. 25D55'26.05 "N Long. 80D10'29.59' W Horizontal Datum: ❑ NAD 1927 Z NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 230 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 288 sq in d) Engineered flood openings? ❑ Yes Z No d) Engineered flood openings? ❑ Yes Z No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3: State VILLAGE OF MIAMI SHORES 120652 1 MIAMI -DADS FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L Date Effective /Revised Date Zone(s) AO, use base flood depth) e) Lowest elevation of machinery or equipment servicing the building 7.45 09/11/09 09/11/09 AE + 8.00 N.G.V.D. 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other (Describe) , B11. Indicate elevation datum used for BFE in Item 139: Z NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Z No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Z Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized #B -26 -RA (Miami -Dade) Vertical Datum N.G.V.D. 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.38 Z feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A Z feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A Z feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 7.23 Z feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 7.45 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7_1 Z feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 7_2 Z feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A._ Z feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION n _ J II This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Z Check here if comments are provided on back of form. Were latitude and longitude in Section A provided(by a licensed land surveyor? Z Yes ❑ No ! Certifier's Name RENE AIGUESVIVES License Number 4327 Title PROFESSIONAL CAND SURVEYOR AND MAPPER Company Name ALVAREZ, AIGUESVIVES, AND ASSOCIATES. We !� Address 570155)Af'107 AVENUE City MIAMI State FL ZIP Code 33173 Signa ture A Date 03/16/13 Telephone 305 - 220 -2424 0 RE= FEMA Form 81 -31 ^4 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. P 10667 N.E. 11T "AVENUE 11 -14720 City MIAMI SHORES State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTII Copy both sides of thj§,E-levatiop- C.krtificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD EVATION = 7.30 FT (N.:GV.D.) C2.��) MACHA ELEVATION R FIcR iO A/C UNIT PAD. A/C ELEVATION= 7.45 FT (N.G.V.D.) LAl ITUDE! GITUDE OBTAIN USING A GPS MAGELLAN MAESTRO 4210. BENCHM K USED: # B -�6= MIAMI -DADE COUNTY), ELEVATION = 17.23 FT (N.G.V.D.) Signature 9 Date 03/16/13 ❑ Check here if attachments SECTION,/ - BUILDING 6LOATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without B ), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued I G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum _ G9. BFE or (in Zone AO) depth of flooding at the building site: ❑feet ❑meters (PR) Datum _ G10. Community's design flood elevation _ _ ❑ feet ❑ meters (PR) Datum _ Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 10667 N.E. 11 T" AVENUE 11 -14720 City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 03/16/13 REAR VIEW 03/16/13 30 � , h Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 159136 Permit Number: RC -5 -11 -778 Inspection Date: July 30, 2013 Permit Type: Residential Construction Inspector: Ashraf, Syed Inspection Type: Density Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Parcel Number 1122320280310 Project <NONE> Contractor: HOME OWNER Buildina Department Comments NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. Inspector Comments y� Passed E5\ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 30, 2013 Page 1 of 1 Terra Tcch Consultants, Inc. ♦Environmental Consultants ♦ Foundations ♦ Geotechnical Testing ♦ Inspections ♦ Construction Materials Testing ♦ Structures FIELD DENSITY TEST OF COMPACTED sojiLs ASTM D-6938-08a CLIENT: IEF Construction group Date: December 7 2012 12700 66th Terrace Dr. TERRA TECH No. 12 -2295 Miami FL 33183 PROJECT: RESIDENCE -10667 NE 11th AVENUE MWVff SHORES, FL TEST mwTan-n rr-i stn-, VIEW N M N V-1 WE shool:11 N NN Dju7 kI.1 0 R'M H :*.,d 0111 J*. 11 w b1:11 .......... W . . . . . . . . . . . . . . . . ............... FAST AREA B=ING SLAB 24541 FINE BEIGE SAND 104.6 9.9 12 MM . - . -7-7.71 N/A 105.1 VIEW N M N V-1 WE shool:11 N NN Dju7 kI.1 0 R'M H :*.,d 0111 J*. 11 w b1:11 b1LV-L ANALYSIS (AYM U-136 / ASTM D-1 NOTE: Respectfully Submitted TERRA TECH CONSULTANTS, INC Rafael E. Dorz-Seda, RE Professional Engineer No. 39228• State of Florida As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. .......... W ..... . . . . - - - - - - FAST AREA B=ING SLAB 114.8 104.8 9.5 100.2 2 WEST AREA BURRING SLAB 113.8 105.1 8.3 100.5 —PASS PASS 3 CENTER AREA 13UffDING SLAB 113.5 , 104.4 8.7 99.8 PASS b1LV-L ANALYSIS (AYM U-136 / ASTM D-1 NOTE: Respectfully Submitted TERRA TECH CONSULTANTS, INC Rafael E. Dorz-Seda, RE Professional Engineer No. 39228• State of Florida As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. s D`! Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 159156 Permit Number: RC -5 -11 -778 Inspection Date: July 30, 2013 Permit Type: Residential Construction Inspector: Ashraf, Syed Inspection Type: Final PE Certification Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 30, 2013 Page 1 of 1 i r L Y TerraTeck Consultants, Inc. *Environmental Consultants ♦ Foundations • Geotechnical Testing • Inspections • Construction Materials Testing ♦ Structures STATEMENT OF MASONRY REINFORCEMENT December 20, 2012 Miami Shores Building and Zoning Department 10050 Northeast 2nd Avenue. Miami Shores, FL 33138 Lot 3, Block 3 10667 NE 11th Avenue Miami Shores, Florida 33138 Dear Building Official, A representative of Terra Tech Consultants, Inc. has observed construction of the reinforced masonry walls at the above referenced address. Based on our visual inspection, we hereby attest that to the best of our knowledge, belief and professional judgment, the reinforced masonry components of the above referenced structure are in compliance with the approved plans and specifications. Should you have any questions or need any additional information, please do not hesitate to contact us. Sincerely, Rafael E. Dorz -Seda, P.E. /.q 0 12 Professional Engineer No. 39228 State of Florida As a mutual protection to clients, the public and ourselves, all reports are submitted as the con+- dentiai ormerty of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. I 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 196124 Permit Number: RC -5 -11 -778 Inspection Date: July 30, 2013 Permit Type: Residential Construction Inspector: Ashraf, Syed Inspection Type: F. Termite Letter Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Parcel Number 1122320280310 Project: <NONE> Contractor: HOME OWNER Buildina Deaartment Comments NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments �y�� Passed E3--, 0.1 f/ A JJJ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is.paid. For Inspections please call: (305)762 -4949 July 30, 2013 Page 1 of 1 (�GClc2Q —� W] 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 Y FAX (305) 885 -4969 Notice of Preventative Treatment for Termites la-16112 Date -TkJA YLP Product Used (As required by Florida Building Code (FBC)104.2.6) ®0 12N /S "Nc-- lenni? A 1r3 �e�t 1 li /, 11 S 0104& -. Address of Treatment or r Chemical used (active ingredient) Of Treatment Applicator //0 Number of gallons applied 69 o ( So �-�' Percent Concentration Area treated (square feet) Linear feet treated Z Ok)77U-- Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — H soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. / If this notice is for the final exterior treatment, initial and date this line `% f #. 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH,. FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Certificate of Compliance for Termite protection (As required by Florida Building Code (FBC)1816.7 «A" Address of treatment or ice^ F , "14.,Vl4 SNb/le2�; xj # of treatment JZ! Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. The treatment Is in accordance with rules and laws established by Florida Department of Agriculture and Consumer Services. -Authorized Signature 468 E. 9 STREET • HIALEAH, FL 33010 t; • P.O. BOX 1418. HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Permanent Notice for Termite Protection (As mquimd by Florida Building Code (FBC)104.2.7) This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. ( Z�b U 41Y S Address of Treatment or Ldifflloclk of Treatment rr Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 196372 Permit Number: RC -5 -11 -778 Scheduled Inspection Date: August 06, 2013 Inspector: Rodriguez, Jorge Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: HOME OWNER Building Department Comments Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1122320280310 NEW ADDITION OF MASTER BEDROOM, MASTER Infractio Passed Comments BATHROOM, AND UTILITY ROOM. I INSPECTOR COMMENTS False August 05, 2013 For Inspections please call: (305)762 -4949 Page 29 of 37 Inspector Comments Passed _�Ra_ Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 05, 2013 For Inspections please call: (305)762 -4949 Page 29 of 37 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 183601 Permit Number: RC -5 -11 -778 Scheduled Inspection Date: January 08, 2013 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: MENDOZA, MARIEDY Work Classification: Addition Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Parcel Number 1122320280310 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, AND UTILITY ROOM. INSPECTOR COMMENTS False Inspector Comments Passed z2We .�� CREATED AS REINSPECTION FOR INSP- 183536. Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 07, 2013 For Inspections please call: (305)762 -4949 Page 11 of 16 TerraTeck Consultants, Inc. ♦Environmental Consultants ♦ Foundations ♦ Geotechnical Testing ♦ Inspections ♦ Construction Materials Testing ♦ Structures STATEMENT OF MASONRY REINFORCEMENT December 20, 2012 Miami Shores Building and Zoning Department 10050 Northeast 2nd Avenue. Miami Shores, FL 33138 Lot 3, Block 3 10667 NE 11 t' Avenue Miami Shores, Florida 33138 Dear Building Official, A representative of Terra Tech Consultants, Inc. has observed construction of the reinforced masonry walls at the above referenced address. Based on our visual inspection, we hereby attest that to the best of our knowledge, belief and professional judgment, the reinforced masonry components of the above referenced structure are in compliance with the approved plans and specifications. Should you have any questions or need any additional information, please do not hesitate to contact us. Sincerely, Rafael E. Dorz-Seda, P.E. 19 412 Professional Engineer No. 39228 State of Florida. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. L. , FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: REV FOR NEW ADD Builder Name: Street: 10667 NE 11 AVE Permit Office: Miami -Dade Cou T OCT 5 City, State, Tip: MIAMI SHORES, Fl, 33138- Permit Number. Owner. Jurisdiction: 23261M - Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types (801.0 sgfL) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul Exterior R=4.1 801.04 fP R 3. Number of units, if multiple family 1 c. WA fie 4. Number of Bedrooms 1 d. WA - d ft2 5. Is this a worst case? No 10. Ceiling Types (676.0 nsu on;: Area 6. Conditioned floor area (ft2) 676 a. Under Attic (Ve R=30. 676.00 fY 7. Windows(131.2 sgft.) Description Area a. U- Factor. Sgl, default 131.15 fP SHGC: Clear, default b. NIA c. WA fP fF 11. Duds < , b. U- Factor. WA fIa a. Sup: Attic Rat Irrte * rt Sup. R , 270 ft SHGC: 12. Cooling systems c. U- Factor. WA fI2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEEM-19.6 4. U- Factor. WA tP 13. Heating systems SHGC: a. Electric Strip Heat Cap: 27.3 kBhdhr e. U- Factor. WA ftY COP: 1 SHGC: 8. Floor Types (676.0 sgfl.) Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 676.00 ft' Electric Cap: gall l a gallons b. WA R= 1112 E 97 c. WA R= fe b. Conservation features None 15. Credits CF, Pstat Glass/Floor Area: 0.194 Total As -Built Modified Loads: 23.42 PASS Total Baseline Loads: 27.45 1 hereby certify that the plans and specifications covered by this Review of the plans and O� THE Sr9 calculation are in compliance with the Florida Energy specifications covered by this p� Code. calculation indicates compliance with the Florida Energy Code. PREPARED B Before construction is completed , DATE: this building will be inspected for c7 y compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD with the Florida Energy Code. WE OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-eealed In accordance with N1110.A.3. PROJECT Title: REV FOR NEW ADD Bedrooms: 1 Adress Type: Building Type: FLAsBuilt Conditioned Area: 676 Lot # Owner. Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10667 NE 11 AVE ' Permit Oft e: Miami -Dade Count y Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single - family Fl, 33138- New/EAsting: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami Fl- MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Perimeter R Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 121 ft 0 676 fe 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel file 732 ftz 0 ft2 Dark 0.96 No 0 22.6 deg ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 676 fl? N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 676 W 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 344.7999 0 0.6 2 S Exterior Concrete Block - Int Insul 4.1 276.0799 0 0.6 3 E Exterior Concrete Block - Int Insul 4.1 86.08000 0 0.6 4 W Exterior Concrete Block - Int Insul 4.1 94.08000 0 0.6 DOORS # Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.010000 WINDOWS Orientation shown is the entered, asBuilt orientation. / v # Omit Frame Panes Overhang NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 S Metal S Metal S Metal W Metal E Metal E Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) No 1.3 0.75 N 32.86000 1 ft 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 10.22999 1 ft 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 26.65999 1 ft 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 26.65999 1 ft 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 20.45999 1 ft 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 14.27999 1 It 0 in 1 It 0 in HERS 2006 None None None None None None INFILTRATION & VENTING / v Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 638 7.08 35.0 65.9 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 19.6 24 kBtu/hr 720 c m 0.85 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 27.3 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftz DUCTS # — Supply — Location R -Value Area — Return — Air Percent Location Area Leakage Type Handier CFM 25 Leakage ON RLF 1 Attic 6 270 1114 Interior 150 ft4 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable[ Thermostat Calling Fans: Heating [X] Jan jY [X] Feb [[XX]] [X] Molar [[XX]] [X]' [7Cj May [�XC]] pC) Jun [[XXjj [Xj Jul [[XX]] [X] Aug [Xj $eP Oct d N Nov Venting [[�Xl] Jan [[XX]] Feb [[XX]] Mar [[XX]] [[�xll [�X]] Jun [[XX]) Jul [[XX]] Aug l[�x�] Sep Oct Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) 80 80 78 78 78 78 78 78 78 78 78 78 PM Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 10667 NE 11 AVE PERMIT #: MIAMI SHORES, Fl, 33138- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106AB.1.1 Maximum: cfm/sq.ft. window area; .5 cfm/s .ft. door area. ✓ Exterior & Adjacent Walls N1106AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112AB.2.3 between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112AB.2.4 top plate. Floors N1106AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110AB joint members. EXCEPTION: Frame floors where a continuous infittration barrier I✓ is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor, HVAC Controls N1107AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. r/ Insulation N1104ABA EXCEPTION: Frame ceilings where a continuous infiltration barrier N1102.13.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ✓ OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112AB.3 Comply with efficiency requirements in Table N1112ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas N1112AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110AB All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in I✓ accordance with the criteria of Section N1110AB. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls N1107AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104ABA Ceilings -Min. R -18. Common walls -frame R -11 or CBS R -3 both N1102.13.1.1 sides. Common ceiling & floors R -11. i Residential System Sizing Calculation Summary Project Title: 10667 NE 11 AVE REV FOR NEW ADD MIAMI SHORES, FI 33138- 11/10/2011 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 58 r. 131 sq t Winter design temperature(MJ8 99 %) 50 F Summer design temperature(MJ8 99 %) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer tam nature difference 17 F Total heating load calculation 11297 Btuh Total cooling load calculation 20996 Btuh Submitted heating capacity % of talc Btuh Submitted doling capacity % of calc Btuh Total (Electric Strip Heat) 241.6 27300 Sensible (SHR = 0.85) 111.2 20400 11287 Btuh Latent 135.6 3600 0 Btuh TOTAL HEAT LOSS Total 114.3 24000 WINTER CALCULATIONS Winter I- Uoatinn 1 nael ffnr A7R cnffl Load component Load Window total 131 sq t 2984 Btuh Wall total 670 sgft 1999 Btuh Door total 0 sgft 0 Btuh Ceiling total 676 sgft 431 Btuh Floor total 676 sgft 2856 Btuh Infiltration 41 clim 892 Btuh Duct loss 2156 Btuh Subtotal 11287 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 11297 Bhih �["u3 F SUMMER CALCULATIONS Ri immor (`nnfinn I noel ffnr R7R anftl Load component nent Load Window total 131 sgft 8069 Btuh Wall total 670 sgft 1699 Btuh Door total 0 sgft 0 Btuh Ceiling total 676 sgft 775 Btuh Floor total 0 Btuh Infiltration 21 cfrn 388 Btuh Internal gain 5150 Btuh Dud gain 2259 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 18340 Btuh Latent gain(duds) 838 Btuh Latent gain(infiltration) 817 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemalloc cupants/other) 1000 Btuh Total latent gain 2655 Btuh TOTAL HEAT GAIN 20996 Btuh 8th Edition R ftd.GMnr2S (26 %) wVE1a %i EnergyGauge® Suing PREPARED DATE: Fnarnvr-0al lead / I I.RRF7R v9 R e JUAN A. RODRIGUEZ JOMOLCA ARCHITECT R.A. # 6691 625 SW 82 AVE. MIAMI, FL. 33144 Phone: (786) 486 -9099 JOB: NEW ADDITION TO EXT. RESIDENCE: ADDRESS: 10667 N.E. 11'h AVENUE NIIAMI SHORES, FLORIDA 33138 STRUCTURAL CALCULATIONS INNDEX OF CONTENT: 1. ADDITIONAL STEEL PLATE REINFORCEMENT FOR EXISTING CONCRETE BEAM (FAMILY ROOM). Page: 1 thru 2. i _r a b r So i gay ,t: '^ . '9010,!212 O/2 Sheet / of 2 - s.Eef -er,FL • 33 /38 Chk: �/6 91 6 &T IN . Date: Q ? Sheet of Project: 5: / kfl/fwl * A-? .33 /lb By: �,, X% 4/ A� Ghk: I is t A,� rq 8 I s7i44rG��C'E i � _ `� � /_._ �,� •..�1 `- f"'�'�,+ �� of � �/ � �� i �Q i ;• i • DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS IMPACT FEE RECEIPT PROCESS* B20111100778.0 BATCH: COLLECTION NO.: 104467 FOLIO #: 1122320280310 SITE ADDRESS: 10667 NE 11 AVE FEEPAYER: URBANISTIC & DESIGNERS INC DATE: 09/21/2012 625 SW 82 AVE MIAMI FL 33144 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 675 0.9180 619.65 TOTAL AMOUNT DUE: $619.65 PAID CHECK: $619.65 PAID CASH: $0.00 IFSRP_0005T Y DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS IMPACT FEE ASSESSMENT PROCESS #: B20111100778 -0 BATCH: COLLECTION NO.: FOLIO #: 1122320280310 SITE ADDRESS: 10667 NE 11 AVE FEEPAYER: CASH, CASHIER'S CK, OR MO PAYABLE TO MIAMI DADE COUNTY DATE: 09/10/2012 IMPACT FEE VALID UNTIL 4/21/12 12 FL XXXXX FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 1.0 5002 00 UNIT SIZE (SOFT) 675 0.9180 619.65 TOTAL AMT. DUE: $619.65 IFSRP_0002T Y r JUAN A. RODRIGUEZ JOMOLCA ARCHITECT R.A. 6691 250 CATALONIA AVE. SUIT 503 CORAL GABLES r MIAMI, FL. 33134 ®�Q�1 Phone: (305) 444 -4595 JOB: NEW ADDITION TOW &T. RESIDENCE: ADDRESS: 10667 N.E. I Ith AVENUE MIAMI SHORES, FLORIDA 33138 STRUCTURAL CALCULATIONS CONTENT: OAD. 1 thru 13. F. Page: 7 thru 8. 4. WALL WOOD STUD. Page: 14 thru 24. S. MASONRY WALL DESIGN. Page: 25 thru 28. 6. FOUNDATION DESIGN. Page: 29 duu 30. 7. FOUNDATION CHECK AT EXT. HOUSE/NEW ADDITION. Page: 31. 8. PRODUCT CONTROL NOTICE ACCEPTANCE. (NOA). Page: 32 thru 45. ` \1 Y-1-4- Project Name: New Addition Location: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 By: Juan A. Rodriguez Jomolca R.A. # 6691 Start Date: 3/31/2011 Comments: ..\DamarysWiami Shores \CALCULOSWEW ADDITION.wIs New Addition April 1, 2011" ASCE7 -05 Local Information Wind Dir. I Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from sources other than in ASCE 7 Section 2. Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. Page 1 of 10 New Addition April 1, 2011 Section -Main Section ASCE7 -05 Enclosure Classification: Enclosed Building Category: II Wall Length(ft) Overhang(ft) 1 38.08 1.0 2 26.5 1.0 Tap 3 38.08 1.0 W2 4 26.5 1.0 C W1['A B W3 Eave Height: 9.25 ft Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Hipped Front jPight Roof Slope(:12) A &B 3.0 A B C o C &D 3.0 W1 W4 W3 W4 W3 W2 Wind Loads on Structures 2005 — [1.10] Copyright 4 2000 SDG, Inc. Page 2 of 10 310- New Addition April 1, 2011 ASCE7 -05 - Section - 1 Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W4 Position on W4: 10.42ft Wall Length(ft) Overhang(ft) w2 1 14.25 0.0 A 2 34.33 1.0 w' c B D w3 3 14.25 0.0 w4 _ -- 4 34.33 1.0 Eave Height: 9.25 ft Parapet Height: 0 ft C- - __ __ A Parapet Enclosure: Solid w, W4 D B D w4 w3 Roof Shape: Hipped Roof Slope(: 12) A &B 3.0 C &D 3.0 I* Wind Loads on Structures 2005 —[1.10] Copyright ® 2000 SDG, Inc. Page 3 of 10 New Addition .6 Apnl 1, 2011 ASCE7 -05 Section - 2 Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W4 Position on W4: 0 ft W2 Wall Length(ft) Overhang(ft) " 1 23.25 0.33 , W1, wa 2 10.42 0.0 3 23.25 0.0 L 4 10.42 0.33 W4 Eave Height: 9.25 ft Parapet Height: 0 ft Parapet Enclosure: Solid w1 W4 W3 Roof Shape: Flat Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. W4 W3 W2 Page 4 of 10 1 New Addition April 1, 2011 ASCE7 -05 Section - 3 Enclosure Classification: Enclosed Building Category: II Connected to: 1 Connected to wall: W4 Position on W4: 0 ft Wall Length(ft) Overhang(ft) 1 9.0 0.0 2 8.42 0.0 W1 3 9.0 0.33 4 8.42 0.33 W4 Eave Height: 9.25 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 Ws Roof Shape: Flat Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. Page 5 of 10 New Addition Section - 4 Enclosure Classification: Enclosed Building Category: II Connected to: 5 Connected to wall: W1 Position on W1: 5.33 ft Wall I Length(ft) I Overhang (ft) 1 18.33 0.0 2 18.33 2.0 3 18.33 0.0 4 18.33 0.0 Eave Height: 9.25 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Flat W1 rrc i April 1, 2011 ASCE7 -05 W1 W4 W3 W4 W3 W2 Wind Loads on Structures 2005 — [1.10] Copyright m 2000 SDG, Inc. 0 . Page 6 of 10 %s' New Addition Section - 5 Enclosure Classification: Building Category: II Connected to: 1 Connected to wall: W3 Position on W3: -10.5ft Wall 1 Length(ft) 1 48.58 2 18.42 3 48.58 4 18.42 Enclosed Overhang(ft) 1.0 1.0 1.0 1.0 Eave Height: 9.25 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(:12) A &B 3.0 C &D 3.0 W2 W1 A B W3 W, D W4 A B W1 W4 Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. April 1, 2011 O; ASCE7 -05 C D W4 W3 W2 Page 7 of 10 New Addition April 8, 2011 ASCE7 -05 Components and Cladding Input Component Description WaIVRoof I Surface Label I Zone I Span(ft) I Width(ft) Area(sgft) WOOD TRUSS Roof J (All) 18.6 2.0 115.0721 END JACK Roof K (All) 6.0 2.0 12 CORNER JACK Roof K (All) 7.1 1.4 16.7088 GROSS PRESSURES Roof J (All) 3.2 3.2 10.0489 STANDAR WALL Wall 7 (All) 9.3 2.7 28.52083 A HR 34 Wall 8 (All) 4.2 3.1 12.8436 B SH 25 Wall 7 (All) 2.6 3.1 8.1004 C HR 23 Wall 7 (All) 3.2 3.1 9.7636 A HR 34 Wall 7 (All) 4.2 3.1 12.8436 C HR 23 Wall 6 (All) 3.2 3.1 9.7636 DOOR Wail 6 (All) 6.7 2.8 18.9 Wind Loads on Structures 2005 - [1.10] Copyright 0 2000 SDG, Inc. Page 2 of 3 New Addition April 1, 2011 ASCE7 -05 Composite Drawing D IF M� 4 Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. Page 8 of 10 New Addition April 8, 2011 0 ASCE7 -05 Components and Cladding Output Component Descriptionj Surface lZone z(ft) I q(psf) JGCp I GCpi I ExtPres(psf) I Net w/ +GCpi (psf) Net w/ -GCpi (psf) WOOD TRUSS J 1 10.9 46.3 0.30 0.18 13.9 5.6 22.2 10.9 46.3 -0.80 -37.0 -45.4 -28.7 10.9 46.3 0.00 0 0.0 2 10.9 46.3 0.30 0.18 13.9 5.6 22.2 10.9 46.3 -1.20 -55.6 - 63.9 -47.2 10.9 46.3 -2.20 0 -101.9 3 10.9 46.3 0.30 0.18 13.9 5.6 22.2 10.9 46.3 -1.20 -55.6 - 63.9 -47.2 10.9 46.3 -2.20 0 -101.9 END JACK K 1 10.9 46.3 0.48 0.18 22.2 13.9 30.6 10.9 46.3 -0.89 - 41.2 -49.5 -32.9 10.9 46.3 0.00 0 0.0 2 10.9 46.3 0.48 0.18 22.2 13.9 30.6 10.9 46.3 -1.66 -76.9 -85.2 -68.5 10.9 46.3 -2.20 0 -101.9 3 10.9 46.3 0.48 0.18 22.2 13.9 30.6 10.9 46.3 -1.66 -76.9 - 85.2 -68.5 10.9 46.3 2.20 0 -101.9 CORNER JACK K 1 10.9 46.3 0.46 0.18 21.3 13.0 29.6 10.9 46.3 -0.88 -40.7 -49.1 -32.4 10.9 46.3 0.00 0 0.0 2 10.9 46.3 0.46 0.18 21.3 13.0 29.6 10.9 46.3 -1.59 -73.6 - 82.0 -65.3 10.9 46.3 -2.20 0 -101.9 3 10.9 46.3 0.46 0.18 21.3 13.0 29.6 10.9 46.3 -1.59 -73.6 - 82.0 -65.3 10.9 46.3 -2.20 0 -101.9 GROSS PRESSURES J 1 10.9 46.3 0.50 0.18 23.2 14.8 31.5 10.9 46.3 -0.90 -41.7 -50.0 -33.3 10.9 46.3 0.00 0 0.0 2 10.9 46.3 0.50 0.18 23.2 14.8 31.5 10.9 46.3 -1.70 -78.7 -87.0 -70.4 10.9 46.3 -2.20 0 -101.9 Wind Loads on Structures 2005 - [1.10] Copyright* 2000 SDG, Inc. Page 3 of 3 ,�. New Addition April s, 2011 Components and Cladding Output ASCE7 -05 Wind Loads on Structures 2005 - [1.10] Copyright © 2000 SDG, Inc. Page 4 of 3 10.9 146.3 1-2.2010 -101.9 Component Description SurFace Zone z(ft) q(pso GCp GCpi ExtPres(psQ Net w/ +GCpi (pso Net w/ -GCpi (psf) GROSS PRESSURES J 3 10.9 46.3 0.50 0.18 23.2 14.8 31.5 10.9 46.3 -1.70 -78.7 -87.0 -70.4 10.9 46.3 -2.20 0 -101.9 STANDAR WALL 7 4 10.9 46.3 0.92 0.18 42.6 34.3 50.9 10.9 46.3 -1.02 - 47.2 -55.6 -38.9 5 10.9 46.3 0.92 42.6 34.3 50.9 10.9 46.3 -1.24 -57.4 - 65.7 -49.1 A HR 34 8 4 10.9 46.3 0.98 0.18 45.4 37.0 53.7 10.9 46.3 -1.08 -50.0 -58.3 -41.7 5 10.9 46.3 0.98 45.4 37.0 53.7 10.9 46.3 -1.36 -63.0 -71.3 -54.6 B SH 25 7 4 10.9 46.3 1.00 0.18 46.3 38.0 54.6 10.9 46.3 -1.10 -50.9 - 59.3 -42.6 5 10.9 46.3 1.00 46.3 38.0 54.6 10.9 46.3 -1.40 -64.8 -73.2 -56.5 C HR 23 7 4 10.9 46.3 1.00 0.18 46.3 38.0 54.6 10.9 46.3 -1.10 -50.9 -59.3 -42.6 5 10.9 46.3 1.00 46.3 38.0 54.6 10.9 46.3 -1.40 -64.8 -73.2 -56.5 A HR 34 7 4 10.9 46.3 0.98 0.18 45.4 37.0 53.7 10.9 46.3 -1.08 -50.0 -58.3 -41.7 5 10.9 46.3 0.98 45.4 37.0 53.7 10.9 46.3 -1.36 -63.0 -71.3 -54.6 C HR 23 6 4 10.9 46.3 1.00 0.18 46.3 38.0 54.6 10.9 46.3 -1.10 -50.9 -59.3 -42.6 5 10.9 46.3 1.00 46.3 38.0 54.6 10.9 46.3 -1.40 -64.8 -73.2 -56.5 DOOR 6 4 10.9 46.3 0.95 0.18 44.0 35.7 52.3 Wind Loads on Structures 2005 - [1.10] Copyright © 2000 SDG, Inc. Page 4 of 3 New Addition April 8, 2011 jge/i ASCE7 -05 Components and Cladding Output Component Descriptionj Surface I Zone I z(ft) q(psf JGCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (pso DOOR 6 4 10.9 46.3 -1.05 0.18 -48.6 - 56.9 -40.3 5 10.9 46.3 0.95 44.0 35.7 52.3 10.9 46.3 -1.30 -60.2 -68.5 -51.9 Wind Loads on Structures 2005 -- [1.10] Copyright 0 2000 SDG, Inc. Page 5 of 3 Juan A. Rodriguez Jomolca R.A. #6691 250 Catalonia. Ave. Suit 503 Coral Gables, Miami, Fl 33134 Ph. (305) 444 -4595 Dead Load: Roof. Live Load: Roof: Project~ New Addition to Ext. Residence. 10667 N. E. 11th Avenue. Miami Shores, Florida 33138 Date: 03/31/2011 New Addition to Ext. Residence: Wood Trusses. RoofDL 30psf Florida Building Code 2007 Minimum Roof Live Loads - Roof w/ slope > 3 ":12 Wind: - ,Location Data: Wind speed : V =146 mph Category Exposure: "C" - Building Data: Building Classification: "I I° Building: ENCLOSED Mean Height: HBidg := loft + l lin RoofAngle (3:12): orf:= 14deg Zone 4 I Zone 5 RoofLL := 30psf Standar Wall --> Typical Wall Zone41:= 55.6psf Zone51:= 65.7psf (Enclosed): 1 Juan A. Rodriguez Jomolca Project: New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 250 Catalonia Ave. Suit 603 Date : 03/31/2011 Coral Gables, Miami, Fl. 33134 Phone: (306) 4444696 ROOF MEMBER: 6'- 0" LONG STANDARD END JACK FOR GIRDER AT V FROM TIE BEAM WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = BUILDING MINIMUM WIDTH (FT) = 2_3_ H = MEAN ROOF ELEVATION (FT) = 10.92 V= WIND VELOCITY (MPH) = 146 1= IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C TRIBUTARY WIDTH (FT) = 2.00 DIS OVERHG TRIBUTARY LENGTH (FT) - 5.00 + 1 = 6.00 TRIBUTARY AREA L X W (SF) = 12.00 TRIBUTARY AREA L X.31- (SF) = 10.80 FINAL TRIG. AREA (SF) = 12.00 ROOF GEOMETRY: H (FT) = 3.00 L (FT) = 12.00 ROOF SLOPE (GR)= 14.03 Kz= EXPOSURE COEFFICIENTS = 0.85 2 V = VELOCITY PRESSURE = 0.00256 x Kz x I x V = 46.38 PSF GCp COEFFICIENTS ROOF = -0.90 OH = -1.70 CPI COEFFICIENTS = + / - 0.18 DESIGN PRESSURE: ROOF: P = -50.09 PSF FINAL PRESSURE= -56.28 PSF OVERHANG: P = -87.20 PSF a = ZONE 2 EXTENSION (FT) = 3 SMALLER BETWEEN: a =0.10 B= 2.133 AND a =0.4 H = 4.368 = 2.133 BUT NOT LESS THAN: 4% OF B= 0.8532 OR 3 = 3 Juan A- Rodriguez Jomolca Project: New Addition to Ext. Residence R.A. # 6681 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 250 Catalonia Ave. Suit 503 Date : 0313112011 Coral Gables, Miami, Fl. 33134 Phone: (305) 4444595 ROOF MEMBER: 6'- O" LONG STANDARD END JACK FOR GIRDER AT 5' FROM TIE BEAM NOTE : Right supp. ; At end closest to overhang / Left supp. ; Opposite end LOAD DATA DI roof max = 10 PSF DI roof min = 10 PSF Dl-sup = 20 PSF LLroof = PSF WLroof = -56.28 PSF BEAM GEOMETRY DIST. BETWEEN SUPPORTS= 5.00 FT OVERHANG @ RIGHT END = 1 FT SPACING = 2.00 FT LOAD COMBINATION DLroof +DLsuo+LL W = 120 PLF R1 @ GIRDER END = 288.00 POUNDS R2 @ TIE BM END = 432.00 POUNDS LOAD COMBINATION DLroof+WL W = -92.56 PLF R1 @ GIRDER END = - 222.14 POUNDS R2 @ TIE BM END = - 333.21 POUNDS Juan A. Rodriguez Jomoica Project: New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138, f, 260 Catalonia Ave. Suit 503 Date : 03/31/2011 �J Coral Gables, Miami, Fl. 33134 Phone: (305) 444 -4696 ROOF MEMBER: 8'- 6" LONG STANDARD CORNER JACK FOR GIRDER AT V FROM TIE BEAM WIND LOAD AS PER ASCE 7105 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = BUILDING MINIMUM WIDTH (FT) = 21.33 H = MEAN ROOF ELEVATION (FT) = 10.92 V= WIND VELOCITY (MPH) = 146 1= IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C TRIBUTARY WIDTH (FT) = 3.00 DIS" T P OVERHG TRIBUTARY LENGTH (FT) = 7.08 + 1.42 = 8.50 TRIBUTARY AREA L X W (SF) = 25.50 TRIBUTARY AREA L X.31- (SF) - 21.68 FINAL TRIB. AREA (SF) = 25.50 ROOF GEOMETRY: H (FT) = 3.00 L (FT) = 12.00 ROOF SLOPE (GR)= 14.03 Kz= EXPOSURE COEFFICIENTS = 0.85 2 V= VELOCITY PRESSURE = 0.00256 x Kz x I x V= GCp COEFFICIENTS ROOF= X90_ CPI COEFFICIENTS = + / - 0.18 DESIGN PRESSURE: ROOF: P = -50.09 PSF OVERHANG: P = -87.20 PSF 46.38 PSF OH = -1.70 a= ZONE 2 EXTENSION ( FT) - 3 SMALLER BETWEEN: _ a =0.10 B= 2.133 AND BUT NOT LESS THAN a =0.4 H = 4.368 2.133 4% OF B= 0.8532 OR 3 3 FINAL PRESSURE= -56.29 PSF Juan A. Rodriguez Jomolca Project: New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 ��` 250 Catalonia Ave. Suit 503 Date : 03/31/2011 Coral Gables, Miami, Fl. 33134 Phone: (305) 4444555 ROOF MEMBER: 8'- 6" LONG STANDARD CORNER JACK FOR GIRDER AT 5' FROM TIE BEAM NOTE : Right supp. ; At end closest to overhang / Left supp. ; Opposite end LOAD DATA Dl-roof max = 10 PSF DI-roof min = 10 PSF DI-sup = 20 PSF -- LLroof = �— PSF WLroof = -56.29 PSF BEAM GEOMETRY DIST. BETWEEN SUPPORTS= 7.08 FT OVERHANG @ RIGHT END = 1.42 FT SPACING = 3.00 FT LOAD COMBINATION DLroof +DLsun+LL W = 180 PLF R1 @ GIRDER END = 611.57 POUNDS R2 @ TIE BM END = 918.43 POUNDS LOAD COMBINATION DLroof+WL W = - 138.88 PLF R1 @ GIRDER END = - 471.86 POUNDS R2 @ TIE BM END = - 708.62 POUNDS Juan A. Rodriguez Jomolca Project: New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 250 Catalonia Ave. Suit 503 Date : 0313112011 Coral Gables, Miami, Fl. 33134 Phone: (305) 444 -4595 ROOF MEMBER: 20'- 5" GIRDER WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = BUILDING MINIMUM WIDTH (FT) = 21.33 H = MEAN ROOF ELEVATION (FT) = 10.92 V= WIND VELOCITY (MPH) = 146 1= IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C DIET /SUP OVERHG TRIBUTARY LENGTH (FT) = 20.42 + 0 = 20.42 TRIBUTARY WIDTH (FT) = 1.00 + 2.5 = 3.50 FINAL TRIB. AREA (SF) = 71.47 ROOF GEOMETRY: H (FT) = 5.00 L (FT) = 12.00 ROOF SLOPE (GR)= 22.62 Kz= EXPOSURE COEFFICIENT 0.87 Kd = 1 2 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x I x V = 47.47 PSF GCp COEFFICIENT= -1.07 CPI COEFFICIENTS = + / - 0.18 DESIGN PRESSURE: P = -59.34 PSF / C4.�- Juan A. Rodriguez Jomolca Project: New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 250 Catalonia Ave. Suit 503 Date : 03/31/2011 Coral Gables, Miami, Fl. 33134 Phone: (305) 444.4595 ROOF MEMBER: 20'- 5" GIRDER NOTE: Right supp. ; At end closest to overhang / Left supp. ; Opposite end LOAD DATA DI-roof max = 10 PSF DI-roof min = 10 PSF DLsup = 20 PSF LLroof = 30 PSF WI-roof = -59.34 PSF BEAM GEOMETRY DIST. BETWEEN SUPPORTS= 20.42 FT OVERHANG @ RIGHT END = 0 FT SPACING = 3.50 FT LOAD COMBIN"ON DLroof +DLsuo+LL W = 210 PLF R1 @ GIRDER END = 2,144.10 POUNDS R2 @ TIE BM END = 2,144.10 POUNDS LOAD COMBINATION DLroof +WL W = - 172.703 PLF R1 @ GIRDER END = - 1,763.30 POUNDS R2 @ TIE BM END = - 1,763.30 POUNDS Juan A. Rodriguez Jomoica Project : New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 250 Catalonia Ave. Suit 503 Date : 03/31/2011 Coral Gables, Miami, Fl. 33134 Phone: (305) 4444,595 ROOF MEMBER: 20'- 5" TRUSS WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = BUILDING MINIMUM WIDTH (FT) = 21.33 H = MEAN ROOF ELEVATION (FT) = 10.92 V= WIND VELOCITY (MPH) = 146 1= IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C TRIBUTARY WIDTH (FT) = 2.00 DIS�T/SUP OVERHG TRIBUTARY LENGTH (FT) = 20.42 _ + 0 20.42 TRIBUTARY AREA L X W (SF) = 40.84 TRIBUTARY AREA L X.31- (SF) = 125.09 FINAL TRIG. AREA (SF) = 125.09 ROOF GEOMETRY: H (FT) = 3.00 L (FT) = 12.00 ROOF SLOPE (GR)= 14.03 Kz= EXPOSURE COEFFICIENTS 0.85 Kd = 1 2 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x I x V = 46.38 PSF GCp COEFFICIENTS ZONE 1 = -0.80 ZONE 2 = -1.20 CPI COEFFICIENTS = + / - 0.18 DESIGN PRESSURE: ZONE 1 : P 1 = -45.46 PSF FINAL PRESSURE= -50.91 PSF ZONE 2: P 2 = -64.01 PSF a= ZONE 2 EXTENSION ( FT) = 3 SMALLER BETWEEN: a =0.10 B= 2.133 AND BUT NOT LESS THAN: a =0.4 H = 4.368 2.133 4% OF B= 0.8532 OR 3 3 Ze�- Juan A. Rodriguez Jomolca Project: New Addition to ExL Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 260 Catalonia Ave. Suit 503 Date : 03/31/2011 Coral Gables, Miami, Ff. 33134 Phone: (306) 4444695 ROOF MEMBER: 20'- 6" TRUSS NOTE: Right supp. ; At end closest to overhang / Left supp. ; Opposite end LOAD DATA DI-roof max = 10 PSF DI-roof min= Dl-sup = 20 PSF LLroof = '30 PSF WLroof = -50.91 PSF BEAM GEOMETRY DIST. BETWEEN SUPPORTS= 20.42 FT OVERHANG @ RIGHT END = 0 FT SPACING = 2.00 FT LOAD COMBINATION DLroof+DLsuo+LL W = 120 PLF R1 @ LEFT END = 1225.20 POUNDS R2 a@ RIGHT END = 1225.20 POUNDS LOAD COMBINATION DLroof +WL W = -81.81 PLF R1 @ LEFT END = - 835.33 POUNDS R2 @ RIGHT END = - 835.33 POUNDS 10 PSF 2--71 �4s Juan A. Rodriguez Jomolca Project: New Addition to Ent. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 260 Catalonia Ave. Suit 503 Date : 03/3112011 Coral Gables, Miami, Fl. 33134 Phone: (306) 4444595 • ROOF MEMBER: 19'- 5" TRUSS WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET ' B = BUILDING MINIMUM WIDTH (FT) = 21.33 H = MEAN ROOF ELEVATION (FT) = 10.92 V= WIND VELOCITY (MPH) = 146 1= IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C TRIBUTARY WIDTH (FT) = 2.00 DISTISUP OVERHG TRIBUTARY LENGTH (FT) = 18.42 + 1 = 19.42 TRIBUTARY AREA L X W (SF) = 38.84 TRIBUTARY AREA L X.31- (SF) = 113.14 FINAL TRIG. AREA (SF) = 113.14 ROOF GEOMETRY: H (FT) = 3.00 L (FT) = 12.00 ROOF SLOPE (GR)= 14.03 Kz= EXPOSURE COEFFICIENT 0.85 Kd = 1 2 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x I x V = 46.38 PSF GCp COEFFICIENTS ZONE 1 = -0.80 ZONE 2 = -1.20 CPI COEFFICIENTS = + ! - 0.18 DESIGN PRESSURE: ZONE 1 : P 1 = -45.46 PSF FINAL PRESSURE= -51.19 PSF ZONE 2: P 2 = -64.01 PSF a= ZONE 2 EXTENSION ( FT) = 3 SMALLER BETWEEN: a =0.10 B= 2.133 AND a=0.4 H = 4.368 2.133 BUT NOT LESS THAN: 40/6 OF B= 0.8532 OR 3 3 23 /�Es- Juan A. Rodriguez Jomolca Project: New Addition to Ext. Residence R.A. # 6691 Address: 10667 N. E. 11th Avenue Miami Shores, Florida 33138 250 Catalonia Ave. Suit 503 Date : 03/31/2011 Coral Gables, Miami, Fl. 33134 Phone: (305) 444 -4595 ROOF MEMBER: 19'- 5" TRUSS NOTE : Right supp. ; At end closest to overhang / Left supp. ; Opposite end LOAD DATA Dl-roof max = 10 PSF DI-roof min = 10 PSF DLsup = 20 PSF - -� LLroof = __ PSF WLroof = -51.19 PSF BEAM GEOMETRY DIST. BETWEEN SUPPORTS= 18.42 FT OVERHANG a@ RIGHT END = 1 FT SPACING = 2.00 FT LOAD COMBINATION DLroof+DLsua+LL W = 120 PLF R1 a@ LEFT END = 1101.94 POUNDS R2 @ RIGHT END = 1228.46 POUNDS LOAD COMBINATION DLroof +WL W = -82.38 PLF R1 a@ LEFT END = - 758.45 POUNDS R2 a@ RIGHT END = - 843.30 POUNDS L�� Juan A. Rodri guez Jomolca Project: New Addition to Ext. R.A. #6691 Residence. 10667 N. E. 11th Avenue. \ 250 Catalonia Ave. Suit 503 Miami Shores, Florida 33138 Coral Gables, Miami, Fl 33134 Date: 03/31/2011 Ph. (305) 444 -4595 Masonry Wall Design Standard Wall Wall Weight: wwwl := 65psf Wail height between floor and Roof: Hwan := 9ft + In Tributary Length of Roof: Ltribi := 1011 + 31n - Vertical cal Load : Wall self-Weight: swWOn := wwan • (0-5. Hwau) sw,,u = 300.6ptf Dead load : WDL := Ltribl - ROOM wDL = 308 plf Live load : wLL := Ltribl ROOfLL wLL = 308 plf Total load: WTot := swwan + wDL + WILL wTot = 916 pif - M nt n • Bending Moment: Nlwau := g l . Zone4i - Kwaa Mwau = 0.59 Kip ft (due to wind) B - Masonry Geometric Section Thickness of wall : t:= 7.6251n (Nominal Thickness of wall = 8 in.) Thickness offlange : tt := 1.25in Distance comp. fiber to cent.minf. d:= O.S • t d = 3.81 in Width oh section (max= 6t): b := 32in (Select bars spacing 6 'bonsidering moment) Equivalent solid thiclmess ley :- : 4.9in for t =8 in and b = 32in Wall's radius of gyration : r:- t - 127 0.5 r = 2.2 in Modular ratio Es / Em : a := 25.8 - inry Stremes Specified Compressive Strength of Masonry : partially grouted Specified tensile or compressive mess in reinforcement Allowable Compressive Stress due Axial Load: For Wr < 99 slodulas limit j►mmulae Healwan • r l = 50 Allowable Compressive Stress due Flexure : Calculated Compressive Stress (faj, axial load only: Compressed concrete section case - No tensioned steel Healwall Rwau Fa := 0.2541 - HcalWM2 (140r)-2] Fb := 31 fm Special inspection fa I camp := wTot 1- im := iseepst Fa = 326 psi Fb = S00 psi fa camp = im psi _ 2 Juan A. Rodriguez Jomolca R.A. #6691 250 Catalonia Ave. Suit 503 Coral Gables, Miami, F133134 Ph. (305) 444 -4595 \ 2��- Project: New Addition to Ext. Residence. 10667 N. E. 11th Avenue. Miami Shores, Florida. 33138 Date: 03/31/2011 Available Compressive Stress due Flexure: fb.avan := 1.33 — &F P • Fb fbavan = 641 psi Fs - Se_ lectine reinforcement Estimate Reinforcement: Asr := Mir • (fs • 0.89 • d)- t Asm = 0.088 in z tl Proposed Reinforcement: z Bar := 5 Aswr :_ Ig • (Bar • in)Z A%ar = 0.31 in at b = 32 in As := Asbar ' b _ i A8 = 0.115 in 256.4 ft • Reinforcing Ratio : P := As . b . (b . d)- p = 0.0025 Compression block location: (for rectangular section) k :_ (n • p) + 2 - a • p — n • P k = 0.3 Check Compression block: k • d = 1.1 in > tp = 13 in = > design as T -beam T beam Des isn -t Compression block location: tt z l (for T beam section) k:= P • n + 0.5 • d [P. n + d JJ k = 0.3 Lever arm: 4 tr ($ 3 P . n T k -1 (for beam section) j := 6 — 6 d + 2 • d) + I a - 2 (6 — 3 • j = 0.847 Ms:= A.••j-d M8= 0.74 Kip •ft Resisting Moment: ft (Whichever is smaller) tr I ( Mm = fbavan 1 — 2 k d, • d Mm = 1.18 Kip ft Checking: MRestsr := if(M. < K, M., Mg) Mpsw = 0.74'p B > Mwan = 0.59 Kip-ft .> OK ft "ONRY WALL REINFORCING - #5 Bar a* 32 in K7 Z��3 Juan A. Rodriguez Jomolca. Project: New Addition to Ext. R.A. #6691 Residence. 10667 N. E. 11th Avenue. 250 Catalonia Ave. Suit 503 Miami Shores, Florida 33138 Coral Gables, Mianu, Fl 33134 Date: 03/31/2011 Ph. (305) 444 -4595 Reinforced Wall at 6' -2" opening: Geometric: Tributarywidth 1: B1 := 37in Wall height: Hp,,H := 9ft + 31n Tributarywidth 2: B2 := 57in Vertical load: Wall self - weight: swR,an := 300.6pif Dead load: wDL := 308plf Live load: wLL := 308pif Total load: wTot := S'wan + wDL + wLL wTot wTot - B2 wTot = 4 Kip Moments: Bending Moment (due to wind): Mwau := 9 -1 • Zone41. Hwatl - B2 Ma 2.5 Kip ft - Masonry Geometric Section Thickness of wall: t:= 7.625in (Nominal Th r -kne55 of wall = 8 in Thickness of flange: tf := 1.25in Distance comp. fiber to cent. reinf. d:= t - 21n d = 5.62 in Width oh section (max= 6t) : b:= B2 - B1 b = 20 in Equivalent solid thickness: tey := 6.Oin for t =8 in and b = 20in Wall's radius of gyration : r:= t • 1270-5 r = 2.2 in Modular ratio Es / Em : n:= 25.8 - Masonry Stresses Specified Compressive Strength of Masonry : partially grouted f 1500psi Specified tensile or compressive stress in reinforcement: fg := 24000psi Allowable Compressive Stress dueAiial Load: Hcalwau Hwan 4 Juan A. Rodriguez Jomolca R.A. #6691 250 Catalonia Ave. Suit 503 Coral Gables, Miami, F133134 Ph. (305) 444 -4595 2 E /4j - Project: New Addition to ExL Residence. 10667 N. E. 11th Avenue. Miami Shores, Florida 33138 Date: 03/31/2011 For Wr < 99 slendedess limit 1 2 2 formulae Heat.. ,, • r = 50 Fa = 0.2541 - Hcalwau (140r) Allowable Compressive Stress due Flexure : Calculated Compressive Stress (ft axial load only Compaessed cones section case - No tensioned steel Available Compressive Stress due Flexure: - Selecting reinforcement Estimate Reinforcement: Proposed Reinforcement: Fb := 3 1fm Special inspection fa.eomp := WTot (teq b)-' fa.co ®p fb.avaU := 1.33 - F Fb Fa Fa = 326 psi Fb = 500 psi fa.eomp = 363 psi fbAvail = 609 psi Asp = MwaU • (18.0.89 • d) -1 No. of Bars: nB.r := 1 One Grouted cell at each opening side Asp = 0.251 in Bar #: Bar := 5 w/ 1 bar each cell Asbar := z • (Bar • in) 2 A%or = 0.31 in As := nB r • Asbar As = 031 In 256.4 Reinforcing Ratio: p:= As • (b • d) 1 Compression block location: 2 (for rectangular section) k:= (n • p) + 2 • n • p - n • p Check Compression block: k • d = 1.75in > tf = 13 in T-beam Desi p = 0.0027 k =0.3 => design as T -beam Compression block location : (tf 2].[P. (tf -1 (for T beam section) k := p • n + 0.5 • n + I k = 0.3 _ 2 3 t —1 f = T -beam section) J:= 16-6- d+ 2• (d) + p 2 n (6 - 3• d) j= 0.894 Ms As. fs•j•d Ms= 3.1 Kip •ft Resisting Moment: (whichever is smaller) Mm := fbevau • 1 - tf 2 • k d) • tf • j • b • d Mm = 43 Kip • ft Checking: MR.M := if(M. < Ma, Mm, Ma ) Mg.W = 3.1 Kip • ft > Mau = 2.5 Kip • ft => OK OPENING SIDE REINF. 1 # 5 a@ each side of opening 5 Juan A. Rodriguez Jomolca R.A. #6691 250 Catalonia Ave. Suit 503 Coral Gables, Miami, F133134 Ph. (305) 444 -4595 Wall Footing 16" x 12" - General Data Allowable Bearing Soil Capacity: Soil&, := 2000psf Concrete strength : fc := 3000psi Reinforcing Steel: fy := 60000psi - Footing Dimensions: dsa := 100pcf . Footing width : Bfoot = 16in Footing Length : wwn := 65psf (Considering unit length) L := lft foot Footing Height : Hfoa := 121n Wall width: tau; gig Wall Total Height: HTut := 9.92ft Wall Weight: wwau := 65psf Tributary Length: LTri := 10.21ft - Loads Analysis : Dead Load Roof gRDL = RoofDL LTri Wall gW.DL HTot Wwan Project: New Addition to Ext. Residence. 10667 N. E. 11 th Avenue. Miami Shores, Florida 33138 Date: 03/31/2011 Hfoot Bioot zy�9(f Soil self-weight: dsa := 100pcf Concrete self-weight: we := 150pcf Masonry self- weight: wwn := 65psf Clear Rebar Cover: cov := 31n -2* /Lfoot 1 Live Load gRDL = 306 plf gR.LL RoofLL LTri 9RLL = 306.3 pif 9W.DL = 644.8 pif Footing I gF.DL := we • Hfoot • Bfoot gF.DL = 200 pif gT.DL gRDL + gW.DL + gF.DL gT.DL = 1151 pif ! gT.LL = gR.LL gT.LL = 306 plf s v v Juan A. Rodriguez Jomolca R.A. #6691 250 Catalonia. Ave. Suit 503 Coral Gables, Miami, F133134 Ph. (305) 444 -4595 Project: New Addition to Ext. Residence. 10667 N. E. 11 th Avenue. Miami Shores, Florida 33138 Date: 03/31/2011 Service Load : Qsm gT.DL + gT.LL Qwff = 1457plf Factored Load: Qf d := 1.2gT.DL + 1.6gT.LL Qfad =1871 plf - Minimum Width Footing Checking : Qsery • (1B) Bmin := Bmi, = 0.73 ft < Bfoot = 1.33 ft BMW = < 1 Soilauow • Low Bfoot 0.58 _ 1 1.33 - Concrete Shear Checking: Factor Resistance : +:= 0,85 Factored Shear: Bfoot — t sul Vufoot Qfact • 2 1 �Vnfoot := �� • 2 fc • (psi) • H.. • 1ft] Vufbw < �Vnfoot = 1 IF =0, increase the depth of footing Use WF -16 "x12" Footing Reinforcing 245 cont. bottom &X�,J- Vuf,d = 0.6Kip $Vnfoot = 13.4 Kip 7 sroot,.._., 4�� L ff, ;46%— Chk o%-, 4 4 1 3 Z�s MMMI -DADS COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidad&9ov wwnnwle Nu-Vue Industries, Inc. 1055 East 290 Strut Hialeah, l4'I.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 alter 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 duality 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 Dace County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, EKE, NVTT and NVHC -37 Wood Connectors APPROVAL DOCUMENT: Drawing No. NU-1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 07/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approval ", 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. NOA No. 09-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 'S/!3 Page 1 Nn -Vue Industries. Inc. NOTICE OF ACCEPTANCE: ZNCE SMAUMD A. DRAWINGS 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 02/18108, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS Test reports on wood connectors per ASTM D 1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudal, P.E. 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. 4*5 F11 C2140SALUtren4F.E. Product Control Examiner NOA No. 09-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 E -1 3�J Report No. Wood Connector Load Directien Date 1. 05 -5195A AB -5 Fl and F2 06103/05 2. 05 -5196A A13-7 Fl and F2 06/11/05 3. 04 -4995 NVTHJ -26 Upward 01/31/05 4. 04 -4996 NVTHJ -28 Upward 01/31/05 5. 05 -5612 IKE-1 Upward, Ll and L2 03/20/06 6. 06 -5622 IKE -2 Upward, Ll and L2 05/01/06 7. 04 -4908 NVTT Upward and LI 07/21/04 8. 03 -4631 NVTT Upward and L 06/21/04 9. 08 -6711 NVHC -37 Upward, Ll and L2 03114/08 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. 4*5 F11 C2140SALUtren4F.E. Product Control Examiner NOA No. 09-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 E -1 3�J A 18 Gauge Angle CUP- V2 • L L AJEI-7 A33-5 Product Code mom ( ) Wl W2 L Fastener Sol, Heeds Joist Alowable Loads (Ibs) Pl F2 AR5 ]y 2% 5 3- 10dxLI4* 3- 1011u1)4' 511 595 AB7 1Y1 2KG 7 4- lods])z° 4- lOddK' 582 794 Natal: Nail wider angle 108 to Joist ad IegtoHeeder. GUNUAL N07ES: 1. Sted shall =nfmm to ASI M A653, st =Uud grade 33 W yield 33 ku) aml aim gelvmdaed oosting of G 60 per ASIMA525. 2. Allowable loads are based on National Dung specifications (NDS) for Rood construction, 2001/2005 Edition. 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable Wads for other spades shell be warted accordingly. 4. Common wire nail values are based on NDS table 11P, t3W.55 and boo bean reduced for PenaMtion Deptb ftctarP/10D. 5. Allowable loads for wind uplift have already been Eby aduationWar of60PA for anchor nail. Load vahns shown ere witbmrt 39°/a streSS increma 6. Allowable loads for more theft a single connection cannot be added togetker. Adcsigaload whitdh is divided into components in 1be direction given most be evaluated as follows: Actual uRde�+ owe a + - X1.0 Allowable Uplift 7. Allowable lads are based on 13e' trick wood members unless otowiseno" S. All tie beams and grouted concrate masonry sball comply wilh chaper 21 of FBC. Concrete for tie beers and grout and mortar for concrete masonry shall be an"—of25W psL Cucuta masonry shell compbr with AS1YM C90. 9. All torts have been conducted in acomdencewtilt ASTM D -1761. PFAUMMUND SON 11 6t�[tpetttd` �prc6p► n- N. 0 128 PE (CM) Nu -Vue 1 Ft.. REG. � 12847 1053 -1039 Baet299raaat 15123 LANTERN CREEK LANE &bob,F CA& 33013 HOUSTON, TX WOM fXJS) 694 D;i9T `y J " P» (30� 694 0398 I 1Tt118S AND TW RATE AN(31OR9 Feb 3 NU -1 1 of 4 2,� Deep Seat Truss Anchor. They ere demgmd to resist Reset and uplift ftaoea Holden Double Strap Riveted Truss Anchor.. They we d of 14 gam steel IU sttep is made of 14 gauge and the seats of 20 gauge plate to resist lateral and uplift farces Tice are made of ZO gauge r- UPLIFT UPLIFT 1� _ oeu. eo er:s • vo wa °°aoa '° we , ski hmdidg. Awepaap ab Assembly D1 oa TatelNo. Total Festooms is Allowable Logs (�} Assembly TatalNo. Total W& of Allowable L� �) ofFasta�s Fa1n P roduct ofFastatrs Code (iaahm) In x GA. Sad Coda () � � 2D GA. �; uplift UFO lJpd]Bs L1 6 L2 6 lOd: " IOda] � Ll LZ S 6 1046 700 10� NV8TA12 � 10 6 1306 1766 1030 14� NVYIi'Al2 12 6 6 1141 760 1144 12 6 1693 1987 NVVM6 16 7 6 1236 823 1239 NVHTAI6 16 14 6 1883 7.106 am NVSI'A20 20 8 6 13'dl 887 1335 NVHTA� 20 16 6 2071 TA29 9 6 1426 950 1430 18 6 2259 26� NVUM 22 NVliTA22 22 Notes: t�a0ottcr NVS:fA24 24 1. NafY � Amy in straFs and seat b aahiara, desiog to NVSfA24 24 2. Sea � 6, street 1 for combined 3. Nab through dm& she11 aot fame thetmss pfd a. 4. Fargo" noW, sac shoat 1. S. Forbigherupli@ loads, conamle "W 3000 psi. 1 6. Based as min. 2500 psi ooma�e MPIN N. R- REO. # 12847E (awL) Nu -Vue In lea. 15123 LANTERN CREEK 1 1053.1039 Red 29� Ht>IIS10N, TX 771)88 Wataah.Fldmda33013 (305) 694-0397 Fac tM 694-0390 �Q�' TRUSS AND TOP Fi.ATB ANNOR4 �� og Feb 18, NU -1 2 of 4 2,009 W hmdidg. Awepaap ab W r C-OUNTY 3 �/5 MIAMI-DADE COUNTY, FLORIDA WIRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAK FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode Nu-Vne Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTIT', dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufactur&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 -Dace 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- 0701.04 and consists of this page 1 and evidence pages E 1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos IVL Utrera, P.E. NOA No: 08- 0326.11 e Expiration Date: August 21, 2013 �FAWJKN Approval Date: May 22,20M Page 1 No -Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13 /03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 05- 0701.04" B. TEST Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Revort No. Wood Connector Dinx ton Date 1. PT 024073 NVTA Upward 11/06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 024074 NVTA Upward 11/06/02 4. PT 02 -3938 NVTA Upward 08/06102 5. PT 034177 NVRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02/19/03 7. PT 03 -4271 NVRT36 -T Upward 03/27/03 & PT 034270 NVRT24 -T Upward 03/27/03 9. PT 02 -4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12/03/02 11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04 -4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036. NVTH24 Upward Load 12110/04 C. CALCULATIONS Report of Design Capacities prepared by V. N. Tolat, P.E. Product Model No. of Pages Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. "Submitted under NOA No. 04-1202.01 " D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 5 v8 arlos M. liffers, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22,2M E -1 Nu -Vue Industries. Inc. 3911S . NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED EMATERIAL CERTIFICATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N. Tola4 P.E. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted under NOA No. 04-1202.01 " G. OTHER 1. Notice of Acceptance No. 08-0326.11, issued to Nu -Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. *:5? 51EP169 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 E -Z Approval Date: May 22, 2008 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Length H to Code Gouge seat strap 16 WA-1b LAMAS 212 20 14 18 NWA-18 WAS 214 20 14 20 IMA-20 NVPAS 218 20 14 22 NWA-22 WAS 218 20 14 24 NWA-24 tWAS 220 20 14 26 NVTA-26 NVTAS 222 20 14 28 NVTA -28 NvTAS 224 20 14 30 NVTA -30 WAS 226 20 14 36 NVTA —SB NYTAS 232 20 14 48 NVTA -48 WAS 244 20 14 No. of Fasteners mich strap 10d Maxtmurri Allowable Load Its UpIift 90"'. Strap AN L1 StngW & Double Straps L2 Sb+gl & Double Strops 5 737 1514 250 600 8 805 1610 250 500 7 1 884 1706 250 1 SW 8 902 $1804 250 500 9 951 $1902 280 5W 10 989 $1998 250 Sw 11 1048 OM 250 500 12 1086 $2192 250 500 13 1148 NVTAS 244 250 8w 14 1193 $2490 260 300 *dote: For 8 or morn nalle par strop, use d"e bum for double shops rovir+� NVTA TARS r — e... h1 NVTA and Riwated Truss Anchors with Seat NVTAS (M Product i � Guge strap 18 KWA-16 ?WAS 212 20 14 18 NVTA -18 NWAS 214 20 14 20 NVTA -20 NVTAS 218 20 14 22 NVTA-22 WAS 218 20 14 24 NVTA -24 NvrAS 220 20 14 26 XVTA -28 NWAS 222 20 14 20 NVTA -20 WAS 224 20 14 30 NVTA -30 WAS 226 20 14 3s NvTA -36 twAS 232 20 14 48 NVrA -48 NVTAS 244 20 14 w �N L1 VIPIN N. TOLAT, PE (CIMI.) FL. REQ 9 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77055 to Wall L2 No. of Fasteners each stray 10d x 1.5 Maximum Allowable Load abs) Uppl�ift Single Strop UpINt Doubly Lt Single & Double Straps L2 Single & Double Straps 3 1032 2238 260 600 8 1127 2264 366 M 7 1138 2272 620 830 8 1144 $2288 520 830 9 1163 *2308 620 sw 10 1161 '2322 520 830 11 1170 $2340 620 830 12 1176 'Mj 620 630 13 1167 1 $2374 IM 870 *Note: for 8 or more nds per strap, use double truce for double etrape. RdnkraemOlte Required Conorete Tie BOOM or Tie Beam fan.ed with aaMarete heed -- w II II �• O 1 21' O O 21' 0 NVTA, WAS (V u -- v u e industries, ins 1053 -1059 East 29 Street Hlale % Florida 33013 �� 4oNo PHONE (305) 894-0397 894 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG 0 Sheet: Date: Revisions: � t�22 03 NU— 1 of 4 FML 13, 2W3 Jam. to 2aoe Juy 19. 2006 TABLE 5 NVRT Fiat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NW--12 14 16 NVRT -18 14 18 NYRT --18 14 20 NVRT -20 14 22 NVRT -22 14 24 NWT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 1 NVRT -48 14 16d Fasteners Maximum Uplift Load (gee) TaTAL AjZ Flat Ties Twisted Y es 8 4 725 724 10 8 861 880 12 6 888 on 14 7 1135 1132 Notes 1. Specify 'F' for Flat cad '1° for Twisted when ordering. 2. Fastener vokm are based on o mhnpman Ir thick wood manbem 3. • Indicates na or nde in each connected wood member. 4 See General Notes, sheet 1. TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry L `hgj Product Code Gauge 12 NWT --12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVW --24 14 30 NVRT -30 14 36 NVRT -38 14 48 NVRT --48 14 No. of 16d nags to Wood Framing No. of }" diameter Topeo ns to Concrete Maximum Uplift Load (lbs) 4 6 722 S 7 856 6 8 881 7 8 1125 :Ir7j?IG. Z" o 1�° o 0 O NVRT Anchor Holes dia. J" 1. ITw topea:s shoe be embedded a mintnwm 61 14* into concrete tkbown or ttebemn famed with concrete filled maeenry. ITW tapoens shcs Do not twvo a min, edge distance of 21' and minimum spacing of I as sheaf Use cirded Was 2. see am" Notes, sheet 1. led UPLIFT 3. All to we must be In the eons row space of Or on centers. Qo :rot ace holes 4, the opposfte row. �'Tapcona strop rnust be fang ermgh to acorn modote n4ulred tome. ii• aRASai WIN N. TOLAT, PE (CIVIL) $88 r;•e."'�a Note FL REG. j 12047 jir 18123 LANTERN CREEK LANE �s.•__ �' HOUSTON. TX 77066 r '2j* Min. edge distance Reinkroeme nt re*dmd Tie Beam formed with concrete fitted masancry or concrete tie bean FDADE MIAMI -DARE COUNTY, FLORIDA MIAM • METRO -DARE FLAGU R BUILDING ®G CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 16M MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE OA''•�°"""` "� "`'r " " """'"° " °'" 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 Maim 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, NWAII, NVHC, NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU-5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat'', 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., bearing the Miami Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade . County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturers naive or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 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 JAPPROVED1 Paged 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 I through 4 of 4, dated 04/15/04, with last revision dated 07/05109, prepared by Nu -Vue Industries, Inc., signal and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 04 -0510.03" Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. PT # 03 -4482 NVSNP3 Downward 09 /15/03 2. PT # 03 -4625 NVHCL/R Up& Sideways 01/21/04 3. PT # 04 -4641 NVSTA -24H Up& Sideways 03/17/04 4. PT # 04 -4698 NVTH24 Up& Sideways 04 /15/04 5. PT # 03 -4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 044-642 NVHTA -24H Up& Sideways 03/22/04 7. PT # 03 -4543 NVTH2O/NV358 Up& Sideways 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). Carlos Wutrera, P.E. Product Control Examiner NOA No. 09- 0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 E -1 Nu -Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance, no financial interest and no change of product, dated 07/08/09, issued, signed and sealed by Vipin N. Tolat, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0510.03, issued to Nu -Vue Industries, Inc., approved on 12/23/04 and expiring on 12/23/09. 4i'm- Carl M. Utrera, P.E. Product Control Examiner NOA No. 09- 0721.05 Expiration Date: December 23, 2014 Approval Date: September 30, 2009 E -2 t o 1 I 1 3sli IN 0 0 0 0 0 • t;fi o 0 � R 3>� • t• 0 0 0 • • '7fe t�' t� 9is Hde pattern to t 9fe (ft mUror inage a< the appam dde TABLE 1 SKEWED NAIL PLATE ill Product Steel Fastener Schedule Sehedule Allowable Loads (bs ) Code Gouge Each Era u N~3 16 (6) 8d x tY 894 994 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 Hangs. 2. Do not bend nail plate more than once. 3. Supporting member shall be in the acute angle sloe with other flange behind the and of supported member (see sketch.) General Notes 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on Latest Editions of 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 loads 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 loads for more than a single connection cannot be added together. A design food which is divided into components in the direction given must be evaluated as follows: Actual Uplift- Actual L1 Actual L2 Allowable Uplift + owa a —Ll +Allowable L1 x-1'0 7. Allowable loads are based on 1X2° thick wood members unless otherwise noted. S. 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 AStT. 0axapl'wi*eePLe V93IN N. TOI.A4. PE (am) No" FL Rlla. 129 1 I$�ibi� 1616,4 CFZ= LANE HOUS1aN. TS 77'086 Old 3 N u — v ue . I. t059 -1089 Emi 89 Rte1 -D. Raelde 33013 Phone SOB) 894 —OUT � �09 ft= 305) SKICIM rum Pula M / Sheens Otte: MwWones NU-1 1 of 4 APOL 10. July 6. 6009 i TABLE 6 NVSTA —Hwnvv Dutv Anchors with 14G NVTH StraDS and 1 DIV 2013 seat Assembly Product Code 1413 Strap Product Code Dimension H (Inches) Total No. of Fasteners in Strap 10d x fig' Total No. of Fasteners in 20 CA. Seat 10d x Or Allowable Loads (lbs) uplift e a Lt e L2 NVSTA-12H NVTH16 12 S 6 1308 700 1049 8 6 1428 760 1144 NVSTA -1414 NViNIS 14 7 6 1845 823 1239 NVSTA-141H NViH20 le 8 8 1884 887 1338 NMA -201 NVIH24 20 9 9 1783 880 14.°21 1 9�� _L odes Oio. ' o O 7 o } 1 T��, NVSTA-22H NVT426 22 NVSTA-24H NV1128 24 NVSTA -26H NVTH30 26 NVSTA -32H NV in 32 NVSTA-44H NVTH48 44 lx* NVSTA 12H thr6glt 44H C r.mImmiment. UVW TABLE 7 NVHTA —Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembl Product Code 14G Strap Product Code Oimension H (inches) Total No. of Fasteners In two Strops 10d x Or to 12 14 16 18 Total No. of Fasteners in 20 GA. Seat 10d x 1)r Allowable Loads (lbs) e e uppmft u e 12 WITA -i2H NViHis 12 8 1772 278 1050 1450 6 1994 2338 1181 1631 NVSTA-14H NVTM8 14 6 2218 02588 .; (F12, 1812; NVSTA -104 ;. NVfH2O t x 6 2437 2858 1444 1984 6 2858 3117 1578 2178 NVSTA-20H NV11424 20 NVSTA -2214 NVIH26 22 NVSTA-24H NVnM 24 NNiTA -204 NVIH30 26 NVSTA-32H NVIH36 32 NVSTA -4414 NVTH48 44 NVHTA 12H throght 44H Truss ed plot -UPUR to a dro d irarmra sdnfaeed Cwterste +— t1e bflan Alta. 20 Tap B bottom Notes: 1. Nags are necessary in straps and seat to achieve, dosing loads. 2. See note 8, sheet 1 for combined loading. 3. Nags through chords shill not force the truss plates. 4. For general notes, see sheet 1. S. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi concrete. V%M N. TOLAT. PE CfVQ 20 " Seat FL MG. # 18847 15123 LAN CAM LANE 1 q0 Ny}i{ HOUSTON, T% 77088 u — u e 1QdllatT1e11. Ina. 141 -1�9 &A 88 Smoot 8leleeb. Mark" 99018 Fes f �, 910, 694 -0998 NVWA & NVHTA BRAYY DUTY MCHORS i1TH SEC D1la k M..t I Date Rav)etonn: NU-5 4 of 4 &M 1s, 80e4 July 6. 2O09 N.E,10Sth STREET F.I.P. 1/2 I P.C. I I . I a i JQ- N 30W W- UO zN - tZ 1/20 I 1............ N 4.91' 3 1.P. 1 2i0 I (TYP) signature and the = Catch basin _ 10.70' 9CF CBS AO�trH I I.P. 112 10 LOT 21 0 I NV n!U F.I.R.M.INDEX I o 0 I ... of Florida licensed BLOCK 3 O ^43 CLF BM' # B -26 -RA (Miami-Dade) _ Elev.= 17.23' _ J ... Q ' 09/11/0.9 09111 109 .78' ........ . DH = Drill Hole 16 -6 -s o DME - Drainage & Maintenance m $ JQ- N 30W W- UO zN - tZ 1/20 I CBS ONGWALL N 4.91' 3 1.P. 1 2i0 I (TYP) signature and the = Catch basin _ 10.70' 9CF CBS AO�trH I I.P. 112 10 LOT 21 0 I NV n!U F.I.R.M.INDEX I o 0 I 1.2'x1.2_1 t—pl. COLUMN O �~ O OJ 1. i PANEL No. I AL N AE 3 1.P. 1 2i0 I (TYP) signature and the = Catch basin _ m 5 0 CBS .':' I I.P. 112 10 LOT 21 0 I NV n!U F.I.R.M.INDEX I o 0 I This property described as: Lot 3, Block 3, MIAMI SHORES ESTATES, according to the Plat thereof as recorded in Plat Book 47, Page 58, of the Public Records of Miami -Dade County, Florida. Bearing, if any, shown based on N/A (reference) N/A REVISIONS: LOT 2 BLOCK 3 130.00'(M)(P�TFyp) 3,,1 Ay 16' ONE STORY RESIDENCE �(9 " # 10667 LOT 3 BLOCK 3 130.001(M)(P) LOT 4 BLOCK 3 CERTIFIED TO: Mariedy M. Mendoza 10667 N.E. 11th Avenue, Miami Shores, FL 33138 FLOOD ZONE i PANEL No. I ELEVATION NOTE: (IF APPLICABLE) O AE I 1.P. 1 2i0 I L.F.Elev.= 8.38' (lowest habitable floor elevation). signature and the = Catch basin _ m 5 0 CBS .':' I I LOT 21 F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. ... of Florida licensed BLOCK 3 O ^43 CLF BM' # B -26 -RA (Miami-Dade) _ Elev.= 17.23' _ J ... Q ' 09/11/0.9 09111 109 .78' Garage Elev.= 7.23' . Erp.= N/A . DH = Drill Hole 16 -6 -s o DME - Drainage & Maintenance m $ E.B. Easement = Electric Box ° E $ S_ . 05' • I m c 8 m ° $ m me F.H. = Fire Hydrant $ c �vv E n E g �r m m $ F.I.R. =Found Iron Reber FPL = Florida Power & Light ii E 0 a — E c F.I.P. FD. = Found Iron Pipe = Found 0 E a � L.P. = Light Pole $ a a€ 77' = Measured o M.F. = Metal Fence ii W g is JE o F m c ii E ML .H. = Manhole = Monumen0.9 t Line L m ° -@L m " L N i a $ s 8 2 6 MON. = Monument a c rn m .91 c 0'8 N/A = Not Applicable N/D I w L o 4 x — NTS = Not to Scale O/S = Offset �h O.U.L. = Overhead Utility Lines OH = Overhang .'.'..'.... I = Plat = Plat Book 9 15'..:. I LOT 20 = Point of Curvature CL. BLOCK 3 = Permanent Control Point ° $ PG = Page is P.I. I I ° I = Property Line 10667 N.E. 11th Avenue, Miami Shores, FL 33138 FLOOD ZONE COMM. No. PANEL No. SUFFIX: ELEVATION NOTE: (IF APPLICABLE) Nut vanu WHO" it bears the AE 120652 0306 L L.F.Elev.= 8.38' (lowest habitable floor elevation). signature and the = Catch basin _ m 5 0 CBS = Concrete Block Structure Elevation shown hereon refer to N.G.V.D. 1929. original raised seal F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. Lowest adjacent grade elevation = 6.1' . of Florida licensed = Center Line EE c CLF BM' # B -26 -RA (Miami-Dade) _ Elev.= 17.23' _ Surveyor and 09/11/0.9 09111 109 + g.00 N.G.V.D. Garage Elev.= 7.23' . Erp.= N/A Mapper. "THIS SURVEY DECLARATION IS MADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS BOUNDARY SURVEY. I HEREBY CERTIFY: that this survey meets the minimum technical standards as set forth by the FLORIDA BO ESSI SURVEYORS AND MAPPE S in c er 61 G17 Florida Administrative Code, pursuan o Section .027 Florida Statutes. IVES 02/07/11 P FESSfoNyi SURVEYOR AND MAPPER No. 4327. State of Florida. .I? LEGEND gg A Are b5 ' $ ¢ 8 ASPH = Asphalt BM = Bench Mark BRG = Bearing CD m ° m CB = Catch basin _ m 5 0 CBS = Concrete Block Structure c m CH = Chord s ° I Chatta. Chattahoochee is c m v q = Center Line EE c CLF = Chain Link Fence g S $ c $ $ $ $ $ 116 $ io v CL = Clan CONC. Concrete D = Delta C EE 0 = Diameter ° ° DH = Drill Hole 16 -6 -s o DME - Drainage & Maintenance m $ E.B. Easement = Electric Box ° E $ S_ Enc. F.F. = Encroachment = Finish Floor m c 8 m ° $ m me F.H. = Fire Hydrant $ c �vv E n E g �r m m $ F.I.R. =Found Iron Reber FPL = Florida Power & Light ii E 0 a — E c F.I.P. FD. = Found Iron Pipe = Found 0 E a � L.P. = Light Pole $ a a€ M = Measured o M.F. = Metal Fence ii W g is JE o F m c ii E ML .H. = Manhole = Monumen0.9 t Line L m ° -@L m " L N i a $ s 8 2 6 MON. = Monument a c rn m .91 c 0'8 N/A = Not Applicable N/D = Nail & Disc w L o 4 x — NTS = Not to Scale O/S = Offset S W O.U.L. = Overhead Utility Lines OH = Overhang E P PB = Plat = Plat Book 0 c E B w PC = Point of Curvature P.C.C. = Point of Compound Curvature PCP = Permanent Control Point ° $ PG = Page is P.I. = Point of Intersection ° P = Property Line C m E E $ PL = Planter P.O.B. = Point of Beginning gg Q P.O. C.= Point of Commencement P.P. = Power Pole m is ° m s a '15 'm P.R.M.= Permanent Reference Monument m m a :1 $ P.R.C. = Point of Reverse Curvature E PT = Point of Tangency t S `� -a R = Radius $ 15 �' a RIR = Railroad 8 a PSM = Surveyor m Mapper c 5 'E � � � '° E ? m e E RNV SWK = Ri RigM-of- -Way = Sidewalk S° L c m E Sec. = Section gm �3 m a 0 E p (TYP) = Typical m m F. E m v$ `g T = Tangent 0 m m E m U.E. = Utility Easement m `d o W.F. W.M. = Wood Fence = Water Meter o, W.V. = Water Valve ' i D m c + - Denotes Spot Elevations Taken Z io a nv m C Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #206, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E -mail: aaasurvey @aol.com Field Date Scale: Drawn by: Drwg. No. 02/04/11 1 1 " =20' D. 1 11 -14720 AU.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION P Al. Building Owner's Name MARIEDY M. MENDOZA 11 -14720 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10667 N.E. 11T"AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 3, MIAMI SHORES ESTATES, P.B. 47 PG. 58 OMB No. 1660 -0008 Expires March 31, 2012 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25D55'26.05 °N Long. 80D10'29.59°W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosures) 0 sq ft a) Square footage of attached garage 230 sq ft b) No. of permanent flood openings in the crawispace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 53. state VILLAGE OF MIAMI SHORES I MIAMI -DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L Date Effective/Revised Date Zone(s) 1 AO, use base flood depth) I 09/11/09 09/11/09 AE + 8.00 N.G.V.D. 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other:(Describe) _ 611: Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 [1 NAVD 1988 El Other (Describe) _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes I@ No Designation Date NIA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.6-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized #B -26-RA (Miami -Dade) Vertical Datum N.G.V.D. 1929 Conversion/Comments WA Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.48 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 8.38 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 7.23 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 7.45 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6_1 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 6_2 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A._, ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certrfy that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 98 U.S. Code, Section 9009. IR Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a C� licensed land surveyor? ® Yes ❑ No SEAL Certifier's Name RENE AIGUESVIVES Title PROFESSIONAL LAND SURVEI Signature License Number 4327 Company Name ALVAREZ, AIGI State FL ZIP Code 02/08/11 Telephone 305 -220 -2424 FEMA Fo m 81 -3{M 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. SAME City State FL ZIP Code SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. - Comments C2.e) MACHINERY ELEVATION REFERS TO A/C UNIT PAD. CRAWL GA AREAS, IF APPLICABLE, ARE OF APPROXIMATE NATURE. LATI TD 7G ITUDE AINED USING A GPS MAGELLAN MAESTRO 4210. ELEVATI CERTIF E REVISED 02/28/11 Date 02/08111 El SECTION E BUILD G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE " A ( here if (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, • and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent ~ grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet El above or ❑ below the HAG. ❑ meters ❑above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ^_ ❑ feet ❑ meters ❑ above or E3. Attached garage (top of slab) is ❑below the HAG. ❑ feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B; and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner s or Owner s Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been Issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _._ ❑ feet ❑ meters (PR) Datum — G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters (PR) Datum _ G10. Community s design flood elevation ❑ feet ❑ meters (PR) Datum — Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Nr. Building Photographs See Instructions for Item A6. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Po�lc Numaar 10667 N.E. 11TH AVENUE 11 -14720 City MIAMI SHORES State FL ZIP Code 33138 cony NAic N�� If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 02/04/11 REAR VIEW . 02/04/11 z FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ADD MIAMI SHORES Builder-Name: Street: 10667 NE 11 AVE Permit Office: Miami -Dade County City, State, Zip: MIAMI SHORES , Fl, 33138= Permit Number. Owner. Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types (847.5 sgft.) Insulation Area 2. Single family or multiple family Single -family a. Concrete Block - Int Insul, Exterior R=4.1 847.52 fts b. WA R= ft2 3. Number of units, if multiple family 1 c. N/A R= fN 4. Number of Bedrooms 1 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types (872.0 sgft) Insulation Area 6. Conditioned floor area (ft2) 872 a. Under Attic (Vented) R =30A 872.00 ft2 b. N/A W ft2 7. Windows(131.2 sgft.) Description Area c. NIA R= fl' a. 1.1-Factor Sgl, default 131.15 fe SHGC: Clear, default 11. Ducts b. 1.1-Factor WA ftz a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 325 IF SHGC: 12. Cooling systems c. U- Factor. N/A fe a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 19.6 d. U- Factor. N/A ft' 13. Heating systems SHGC: a. Electric Strip Heat Cap: 27.3-kBtu/hr e. U -Factor N/A fe COP: 1 SHGC: 14. Hot water systems 8. Floor T 872.0 Types ( sgfL) Insulation Area a. Electric Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 872.00 ft2 EF: 0.97 b. WA R= fie b. Conservation features c. NIA R= ft2 None 15. Credits CF, Pstat Total As -Built Modified Loads: 26.51 Glass/Floor Area: 0.150 PASS Total Baseline Loads: 31.20 I hereby certify that tip PIWS a�Ob �fiDri3rc�jrered-by Review of the plans and -tIiE ST. lr this calculation are c:ompli Q' specifications covered -by this "' Code. �.: / j- calculation indicates compliance y�a„ , _ ,�`�` '`':� °�� PREPARED- Y. Aft with the Florida Energy Code. Before construction is completed E» nrur'•�. •r O DATE: ® -P this building will be inspected for compliance with Section 553.908 1 I hereby certify that A ding, as desi��i__C compliance Florida Statutes. D with the Florida Energy �' ..... �`�t COD WE' OWNER/AGENT: � �� BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure quaff -as- factory- seaiedin- accordance with N9110.A.3. t PROJECT Title: ADD MIAMI SHORES Bedrooms: 1 Adress Type: Building Type: FLAsBuilt Conditioned Area: 872 Lot # Owner. Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street. 10667 NE 11 AVE Permit Office: Miami -Dade County Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single - family Fl, 33138 - New/F)dsting: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating sign Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 LOW FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 135 it 0 872 fN 0 0 1 ROOF / Roof Gable Roof Solar Deck �/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel file 945 ft2 0 ft2 Dark 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 872 fl? N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 872 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R Value Area R Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 293.6000 0 0.75 2 S Exterior Concrete Block - Int Insul 4.1 319.8399 0 0.75 3 E Exterior Concrete Block - Int Insul 4.1 113.2799 0 0.75 4 W Exterior Concrete Block - IM Insul 4.1 120.8000 0 0.75 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 S Metal Single (Clear) S Metal Single (Clear) S Metal Single (Clear) W Metal Single (Clear) E Metal Single (Clear) E Metal Single (Clear) No 1.3 0.75 N 32.86000 1 ft 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 10.22999 1 it 0 in 1 it 0 in HERS 2006 No 1.3 0.75 N 26.65999 1 It 0 in 1 ft 0 in HERS 2006 No 1.3 0.75 N 26.65999 1 it 0 in 1 It 0 in HERS 2006 No 1.3 0.75 N 20.45999 1 it 0 in 1 it 0 in HERS 2006 No 1.3 0.75 N 14.27999 1 it 0 In 1 it 0 in HERS 2006 None None None None None None INFILTRATION & VENTING: Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 823 7.08 45.2 85.0 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency. Capacity Air Flow SHR Duds 1 Central Unit None SEER: 19.6 24 kBtulhr 720 cfm 0.85 sys#1 HEATING SYSTEM # System Type Subtype Efficiency, Capacity Duds 1 Electric Strip Heat None COP: 1 27.3 kBtu/hr sys#1 HOT- WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF- None None ft$ DUCTS # — Supply — Location R Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage ON RLF- 1 Attic 6 325 fe Interior 100 112 Default Leakage Interior (Default) (Default) % TEMPERATURES Prognamable Thermostat: Y Ceiling Fans: N Cooling Jan Venting Jan Feb DC Feb Mar Mar Apr Apr May May Jun Jun Jul Jul Aug Sep O Nov Dec X JC Oct X Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM- 1100A-08 Code Compliance Checklist Residential Whole Building, Performance Method A - Details ADDRESS: 10667 NE 11 XVE PERMIT* MIAMI SHORES; Fl, 33138 IWIL-TIM'nON- REDUCTION- COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 chwsq.t door area. v Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at comers; utility penetrations; �q � ® ' between wall panels & top/bottom plates; between walls -and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is Shower heads N1112.AB.2.4 installed that extends from, and is sealed to, the foundation to-the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless bade by truss or joint members. Q� EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to Insulation N1104.AB.1 continuous air barrier, gaps in gyp board & top plate; attic access. N1102.B.1.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1108.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 10 clearance -& 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space � heaters comply with NFPA, have combustion air. QTHERP_RESCRIPTIVEMEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 v Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool �q � ® ' heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have -a minimum COI' of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110 -AB All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R -11. Residential System Sizing Calculation Summary Project Title: 10667 NE 11 AVE ADD MIAMI SHORES MIAMI SHORES, FI 33138 - 4/5/2011 Location for weather data: Muni, FL - Defaults: Latitude(25.82) At8hxle(7 ft) Temp Range(L) Load Humid' data: Interior RH 50% Outdoorwet bulb H ' 2964 Btuh Winter design temperafiire(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 92 F Winter setpoint 70 F Summer skint 75 F Winter temoerature difference 20 F Summer tampwatiim difference 17 F Total heating load calculation 12619 Btuh Total g2gft Mad calculation 21828 Btuh Submitted heating capacity % of case Btuh Submitted doling capacity % of calc Btuh Total (Electric Strip Heat) 216.3 27300 Sensible (SHR = 0.85) 108.8 20400 12819 Bich Ventilation Latent 116.7 3600 Btuh TOTAL HEAT LOSS Total 110.0 24000 WINTER CALCULATIONS WntaE Manikin i nmi ff^rW" cna, Load cornponent Load Window total 131 sgft 2964 Btuh Wall total 716 sgft 2138 Bluh Door total 0 sgft 0 Btuh Ceiling total 872 sgft 555 Btuh Floor total 872 sqft 3186 Btufl Infiltration 52 c lin 1151 Btuh Duct loss 2524 Btuh Subtotal 12819 Bich Ventilation 0 clin 0 Btuh TOTAL HEAT LOSS 12819 Stuh 0 to c%: SUMMER CALCULATIONS Summer C nnlinn Lnai Cfnr 879 cnftl Load component Load Window total 131 sgft 8069 Btuh Wail total 716 sgft 1817 Btuh Door total 0 sgft 0 Btuh ceiling total 872 sgft 1000 Bluh Floor total 0 Bdih Infiltration 27 dni 500 Btuh Internal gam . 4550 Btuh Duct _gain 2808 Btuh Sens. Ventilation 0 cirri 0 Btah Blower Load 0 Btuh Total sensible gain 18744 Btuh Latent gain(ducts) 1030 Bhih Latent gain(infilkation) 1054 Btuh Latent gain(ventifation) 0 Btuh Latent gain(internallbom rantsibiber) 1000 Btuh Total latent gain 3084 Bit TOTAL HEAT GAIN 21828 Stub 8th Edition b* mscwl Lstwd kde-845%) mm.irra7 --f FF � B MlAM M M DADE COt3NTY. FL MMA ML�O DADE FLAGLER BUD,Dm PRODUCT CODE COMPLIANCE OFFICE {BCCO) 140 WWT FLAGLEB STREET, SUrfE 1603 PRODIICT CONTROL DIYISIpAT MIAMI, FLORIDA 33130.1563 C� 375.21 FAX (305) 372 -6339 �v(TlcE of AccETANCE t.�oA) w...w�vml�idnde.�a►vlbuQdie PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPIC: This NOA is being issued under the applicable rules and regulations governing the use of congtruMon materials- The documentation submitted has been reviewed by Miami Dade County product Cori Division and accepted by the Board of Mules and Appeals (BORA) to be used in Murmi Dade County and other areas where allowed by the Authority having Jurisdiction (Affl). This NOA shall not be valid after the expiration date stated below. 1U Maori Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in area other than Munn 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 accepter , the manuf wtorer 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 Maori Dade County Product Controt Division that this product or material fails to meet the requirements of the applicable building cue. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the il~igh Velocity Hurricane Zone. DESt11UFTION: Series SH4 00 Aluminum shq* Hun Window — L.M.L APPROVAL DOCUMENT: Drawing No. 406 1, titled "Alum. Single Hung Window, Impact a , Sheets 1 of 10 through 10, prepared by manufacturer, dated 04/2412002, with revision I dated ovar007, signed and sealed by Robert I. Clark, P.E., bearing the Miami-Dade County Product Cool Renewal stamp with the Notice of Acceptance number and expiration date by the Mourn Dade County Product Control Division. MISSILE IMPACT RATING: large eat Small Missile Impact Residant LABELING: Each unit shall bear a permanent label with the s name or logo, city, state and following statement: "Mami Dade County Product Control A gproved", unless otherwise noted herein. . REVISION of this NOA shall be considered after a renewal application has been lied and there has been no change in the applicable building code negatively affecting the psnfarname of this product. TERMINATION of this NOA will occur after the expiration date of if there has been a revision or change in the materials, use, and/or rmaufacturie of the product or process. Misuse of this NOA as an eft 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 ternmnation and removal of NOA. ADVERTiSEMWff -* The NOA number preceded by the words Mami -Dade county, Florida, and followed by the expiration date may be displayed in advertising litemare. If any portion of the NOA is displayed, the it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the imuie arrest or its distributors and shall be available for inspection at the job site at the neqest of the Building Official. This NOA renews NOA #0&1010M and consists of this page 1 and evidence pages E -1 and E2, as well as approval document mandoned above. The submitted documentation was reviewed by Jaime D. Gasreon, P.E. o NOA No. 07-�L 3 kWIRM 3,�15�(, Esgtmdon Date: r L% 2M Approval Date: Der pi, 2WI tc 1Cjb7 Page 1 NOTICE OI+ ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 401, Sheets 1 through 7 of 7, titled "Alum. Single Hung Window, Impact (IW, dates 04M M2 with revision I dated VIM 07, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. (Submit d under NOA # 06. 1010.03) B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a series SH-M aluminum single hung window, prepared by Fenestration Testing Labratoiy, Inc., Test Report No. F°rL4955, dated August 7, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 06- 1010.03) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.11 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH 800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Subrr A*d under NOA # 06- 1010.03) 3. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressare Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Imadlzng per FBC, TAS 203 -94 6) Forced Envy Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-8O aluminum single hung window, prepared by Fenfrabon Testing Laboratory. Inc., Test Report No. FTL 40 8, dated January 16, 2002, signed and sear by Edmundo Largaespada, P.E. (Subm&ted wul er NOA # 06- 10IQ03) D. C f Produd Conhvl D a NOA No. 07401.03 December 136 2012 E-1 Approval Dam Deer 06,2M PGT Idustries N OCCCEPTANCE: EMEN + SUBMTFTED G CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 10/2/2006 and I IN/2006, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 (SubnaitW underNOA #U6- 1010.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Act No. 06-1105.10 issued to RL DuPont DeNemours & Co., Im. for their "DuPont Sentry Ghw 0 Phan" dated 02115/07, expiring on 01114108. 1 Notice of Acceptance No. 03- 0415.13 issued to Sodutia Inc. for their "Vanceva Composites used for lamination of glass" dated 12/11/03, expiring on 12111/08. F. STATEMENTS I. Statement letter of conformance and no financial interest, dated October 2, 2006, signed and sealed by Robert L. Clark, P.E. (SubmNed under NOA # 06- 1010.03) 2. Laboratory compliance letter for Test Report No FTL4M, issued by Fenestraticm Testing Laboratory, Inc., dated August 23, 2006, signed and ceded by Edmundo Largaespada, P.E. (Subm&ed under NVOA # 06- 1010.03) G. OTHER I. Notice of Acceptance No. 06. 1010.03, issued to PGT Industries, for "Series SH 800 Aluminum Single Hung Window — LMI", approved on 03101/2007 and expiring 12/1312W. k R ILE IMPACT SINGLE HU 1. GLAZING OPTION: A. 7116" LAMINATED GLASS CONSISTING OF (2) LITES OF 3/16" HEAT STRENTHENED GLASS WITH AN .090 INTERLAYER OF SENTRY GLASS PLUS BY E.I. DUPONT DENEMOURS & CO., INC. B. 7/16" LAMINATED GLASS CONSISTING OF (2) LITES OF 3116" HEAT STRENTHENED GLASS WITH AN .075 INTERLAYER OF VANCEVA BY SOLUTIA, INC. 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP) 3. DESIGN PRESSURES: (SEE TABLE 1) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 OR ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 OR ASTM E 1300 -02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -3258, FTL -4008 AND FTL -4955. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSVAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL , A 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). EXTERIOR INTERIOR TABLE I. DESIGN PRESSURES ALL SUES & CONFIGURATIONS ANCHOR TYPE SUBSTRATE POS ' NEG 5/16" ELCO TAPCONS 3.5KSi CONCRETE/1.5KSI CMUA 4-90.0' -110.0 OTHER ANCHOR TYPES AND SUBSTRATES AVAILABLE, SOME WITH DESIGN PRESSURE LIWITATI N+JS. SEE SHEETS 6 THROUGH 9 FOR SPECIFICS. 0.090 SENTRY GLASS PLUS BY E.I. DUPONT OENEMOURS & CO., INC.OR 0.075 VANCEVA BY SOLUTIA, INC. 112" NOM. GLASS BITE 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS NOA DRAWING MAP SHEET GENERAL NOTES .............1 ' "M t' '{'6 "' """ft' 1 Wlb OWIIIIIIII GENERAL NOTES, GLAZING DETAIL 8 DPS MO F.K f fA%W H AW INTERLAYER AVJWJFAC7VRER 10 Tw*K py mm NOKOMIS. FL 34276 NOK FL 34274 nee ALUM. SINGLE HUNG WINDOW, IMPACT LM PARTS LIST ....................... 7/07 I 8 M tTAMM EDITAND AW SUSSM7E STRENC,t7N TO i"ABGE f. 4*b Better y SHIM NTS 9 a 10 40i�.ri -9 I wK F.K. a 4!24/02 J.J. NOA DRAWING MAP SHEET GENERAL NOTES .............1 GLAZING DETAILS ............ 1 DESIGN PRESSURES ....... 1 ELEVATIONS ..................... 2 VERT. SECTIONS ............. 3 HORIZ. SECTIONS............ 3 PARTS LIST ....................... 4 EXTRUSIONS .................... 5 CORNER DETAIL .............. 4 ANCHORAGE .................... 6-10 PRODUCT RENEWL -D as complyiLl, will: 0- F rich Building coee. ACCBptaneC No '" ("f • rz B ad6e P> coiioi Division PRODUCT REVISED anmmalvinH with the Fwdds bent L. Clsrtc, P.E. PE #39712 Structural 1/8" MAX. WID 49 5/8" MAX. FIXED DLO (ALL) D I SEE DLO I TABLE Q j D —.-� SEE IDLO TABLE 381/16' X j MAX SASH (MAX.) HEI HT B 481/4" MAX. VENT DLO (ALL) C DETAIL A 3118" MAX. WIDT B SEE DLO TABLE SEE DLO TABLE 76" MAX. j I 76"1 A HEI( B 41 1 /4" C 407/811 D x E SASH SASH DETAIL HEIGHT A 341 /8" B —j DETAIL D VIEW (CUSTOM SASH) IAX. IHT 7 5311W MAX. WIDTH SEE DLO TABLE Q I 111 SEE ABLE SEE DL( TABLE 76" MAX. HEIGHT DETAIL B VIEW (STANDARD SASH) o 118" MAX. SEE DLOPBLE�111 X j NOTES: 1. SEE SHEET 3 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 4 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE INFORMATION. kid TO ALL DETAILS & REVISE E -•-� I E� 76" 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) 1/8" MAX. I SEE DLO C TABLE O j TEABLE Iii '-` 76" DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED LITE HIGH DETAIL SILL A 341/8" B 41 1 /4" C 407/811 D 52 11/16" E 525/1611 SASH DETAIL HIGH SILL A 341 /8" B 27 1/8" C 271/8" D 153/441 E 15 3/4" TABLE 2. N�Y P -�-' ELEVATIONS . Fl. 34Z15 P O,� ALUM. SINGLE HUNG WINDOW IMPACT LM NOKOM. FL 342r4 Vi'atli$r Better mm NTS 2 -' 70 ft 41165 -t 1' PRMUCT RENEWED as complying with the Florida Building Code Acceptance No .a Daw o By Dade Contml� Division PRODUCT READ w FbwWa K L. Glark, P.E. PE #38712 Sbutduural MAX. FIXED LITE DAYLIGHT OUTSIDE MAX. VENT DAYLIGHT -2.784" SECTION B -B 41 14 11 &1 28 BALANCE USED ON SASHS <40 LBS REINFORCEMENT REQ'D. ONLY ON VIEW AND RADIUS TOP WINDOWS ULTRALIFT ONLY INSIDE 34 =NT DAYLIGHT OPENING MAP BALANCE USED ON SASHS >40 LBS 1G &18 2.710" -- --MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH D42 SECTION A -A OUTSIDE g 17 REINFORCEMENT REQ'D. ONLY ON VIEW AND RADIUS TOP WINDOWS !a 2.710 " -- -0 SECTION C-C RADIUS TOP (HEAD DETAIL) NOTES: 1. MINIMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. 2. TWO 5/8" WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG.) 1070 TECINOGYOFM SECTIONS NMOMIS, Fl. 34M nm P.O. eqx I= ALUM. SINGLE HUNG WINDOW, IMPACT M w )KOMS, FL 34274 Vbi'it b Fleeter ambewaft 3X800 Hoff 3 d 10 4066.1 I PRODUCT RENEWED as comp'ya w i' h the Florida ' Banding Code Acceptance No Q 8p �e _ •012 Miami ProductControl- Division 7 Robert L. Bark, P.E. PE #39712 Structural ITEM DWG # DESCRIPTION PGT# 1 4002B FLANGE FRAME HEAD 64002B 2 1155 -1 #8 X 1" S.S. QUAD PN. SMS 781PQX 4 4050B FLANGE FRAME SILL 640508 5 1062 WSTP., .187 X.270 FIN SEAL 61062G 9 4004 FLANGE FRAME JAMB 612227 10 4025 SASH STOP 64053 11 4029 CALDWELL SPIRAL BALANCE, 518" 612244 12 4029 BALANCE BOTTOM BRACKET CLIP 7BALTBKT 13 1080 BAL. COVER, RIGID VINYL, 5/8" 6BALCVR916 14 1635 #10 X 1" SMS 710XIPPSDA 16 4029 -1 CALDWELL ULTRA -LIFT BALANCE, .67(" 61816 17 505 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 18 1080 -1 .670 ULTRA -LIFT BALANCE COVER 6BALCVR670 19 4053 SASH STOP COVER 64053 20 4029 -1 SASH BRACKET 7ULBRKT 21 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 24 1086 SASH TOP GUIDE, 11/16" BAL. 42505R & L 25 4054C FIXED MEETING RAIL 64054C 26 4066 WSTP.,. 187 X.230, FIN SEAL 64066G 27 4063 MEETING RAIL REINF. TUBE .75 X 1.50 64003 28 4064 MEET: RAIL REINF. TUBE END CAP 44064 29 1179 #10 X 314" P. PAN HEAD TEK 18/8 S.S. 12" MAX O.C. 710)04PPSDAX 30 947 DIA. 3/8" HOLE PLUG 41722 32 4006C SASH TOP RAIL 64000 33 1235 WSTP ... 170 X.270 BACK, FIN SEAL 67S16G 34 1096 SWEEP LATCH 71096 35 1175 #8 X 5/8" PH FH SMS 7858SS 36 4051A SASH BOTTOM RAIL 64051 37 1226 WSTP., BULB VINYL 6TP249 38 2740A EGRESS LATCH 62740AM 39 LIFT RAIL COVER CAP 74078"C" L OR R 40 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 41 4008 SASH SIDE RAIL 612231 42 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 44 1085 ISASH TOP GUIDE, 9/16" 42504 45 1086 ISASH TOP GUIDE, 11/16" 42505 46 1268 ISASH FACE GUIDE 42501 50 GLASS, 7/16 LAMI- 3116 HS, .090 SENTRY GLASS PLUS INTERLAYER E. I. DUPONT DENEMOURS & CO., INC., 3/16 HS 51 GLASS, 7/16 LAMI- 3116 HS, .075 VANCEVA INTERLAYER BY SOLUTIA, INC., 3116 HS 1 58 SILICONE, DOW 899, 995 OR EQUIV. 59 4222A GLAZING BEAD 7/16" LAMI 64222 60 9858 GLAZING BEAD 7/16" LAMI W /GRILL KIT 6985 66 1224 VINYL BULB WEATHERSTRIP "THICK" TP 247 67 1622 GLASS SETTING BLOCK 3/32 X 25/64 X 1 71622K 69 1014 SCREEN FRAME (HOR. & VER.) 61014 70 1630 SCREEN CORNER KEY WRINGS' 71630 71 1631 SCREEN CORNER KEY W /OUT RINGS 71631 72 1073 SCREEN SPRING 7CASP 73 1624 SCREEN SPLINE -.135 DIA. FOAM 61624K 74 1635 SCREEN SPLINE -.135 DIA. HARD 61635K 75 SCREEN CLOTH 61816 76 505 GLAZING CHANNEL (.688 X.500) 6533402 77 1161 1#6 X 1.000 PH. BUGLE TEK SCREW 706X1 78 IFOAM GLAZING TAPE 1/16 X 1/2 62BV1510 2 SEALANT ALONG ENTIRE JOINT N PRODUCT RENEWED as complying with the Florida Building Code Acceptance No ' t• l EX0011onLDate Hy miamlowe Product Control Division mU. -- << SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E-E (1/1 & VIEW HEAD & SILL; RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION G was f9, vlsQRaDEilEM2s IM TECHNOLOGY PARTS LIST & FRAME CORNER DETAIL WE H CORRECT ffEMS 1, 4, 14 29, 50 & 51 NOKOMIS, FL 84276 P T P.O. ,� ALUM. SINGLE HUNG WINDOW, IMPACT LM_ I l THIS SHEET NOXOM18, FL 54274 Vkvib& Bow ,�J s NTS 4 a 10 406&1 I Robert L. Clark, P.E. PE #39712 Structural �---- 2.784 1.363 FLANGE FRAME HEAD #4002B, 6063 -T6 (1118 VIEW WINDOWS) FF- 1.513{ f .738 .040 19 SASH STOP COVER #4053,6063 -T5 a 1 1.707 .062 32 SASH TOP RAIL #4008D, 6063HS -T6 .857 . 7 .062 38 EGRESS LATCH #2740A, 6063 -T5 I .062 3.446 FLANGE FRAME SILL #4050A, 6063 -T8 9.342 25 FIXED MEETING RAIL #4054C, 6063HD -T6 2.326-1 2.638 .062 36 SASH BOTTOM RAIL #4051A, 6063 -T5 .050 � .678 1.096- +.-- -� 59 GLAZING BEAD 7/16ft #4222, 6063 -T5 tMCNIS, Fl. 34M P.O. 19X W28 " WKOMIS. FL 34274 VZW* Beaaer 1.748 2.710 .062 FLANGE FRAME JAMB #4004,6063-T6 (USED AS RADIUS TOP HEAD) ---j.750 1. .125 27 REINFORCEMENT, FIXED MEETING RAIL #44063A, 6061-T6 —�-) 1.165 r-- .062--,.-,-1.349 41 SASH SIDE RAIL #4008,6063 -T5 .060.678 1.11 � 60 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) ALUM. SINGLE HUNG WINDOW, IMPACT 1 062 .490 T 10 SASH STOP #4025,6063-T6 HAIf 1 5 d 10 1 4065.1 1 r PRODUCT RENEWED as complying with the Florida Building Cone Acceptance No 03 WYV,81- O //Rr L. CIWK.P.E. PE M9712 Struotiva0l ANCHOR QUANTITIES FOR' /1 VVINDOWS TABLE 3. WINDOW HEGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: o v o v U U WNDOW GLASS Q 0 O Nzv O z O VVIDH YPE U V C U U U U N V U U U U U U U U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 A 112 1 1 111 1 2 112 111 21212 2 2j2 2!2 2'21212 213 21212121213 2!212;':2 313 212 2 2 3 3 312 2;2 1112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 A 12.111 113 LI, 112 21,3 22 2'2 23 212 22 313 2i2 212 314 22 2:2 3!4 2!2 22 414 3j3 212 PSF 32.000 y.. 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 TM 1 21 22132;.21 221 32322242 ;322342132.23�43!32'23F53'32 2 415 314 33 PSF ,:.. 37.0011 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 A:... 221223222;22142:32!2 3142132; .... ....... _ ._ . 33523233j53;323415342;356343'.3 ... r._,_ . . ,. .. ..... ...... 11.. PSF; q4. , 40.000 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 A 2 2 1 2k�i; 2:3 2`2 34 213 22 34 213 2 3 35 23 2 3 35 33 23 41 .6 314 23 516 44 314 PSF _y 44.000 e` 2 2� -`2, :� '° 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 A 2:2 2;2 q 23 2i2 34 2,3 23 3`5 33 2,3 3`5 _ 3;3 2:3 4'6 34 23 4116 34 2 <3 57 4 5 34 PSF'. 48.000L 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 X2:22;2 2321 234332 :33;53; 3 2:3 411 6 314 2'34i6343;34;731433684!53114 PSF 53 25 ,` 2 ,;' 2 3 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 =11.2;2' "p 23 L 3{4 213 315 3!4 23 4�6 3'4 33 4;7 414 34 5 {7 415 3!4 818 4;5 314 0 0GrfDRMfpir'"'"Tj ANCHORAGE, 1/1 ININDC r�cxco�ss, Ft sa27s PtWC18, FL9�4�1'4 + ybjy $eCAer 8t= urr sro NTS 6 cf 10 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 4 - 5/16" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. A3- MINIMUM O.C.SPACING. HEAD - 181/2" MAX. FROM CORNERS JAMBS -10" MAX. FROM TOP CORNERS 10" MAX. FROM BOTTOM CORNERS AS 1/8" MAX. ABOVE MEETING RAIL 6" MAX. BELOW MEETING RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS... IMPACT LM Robert L Clark, P.s. am PE #39712 408!x1 I structural ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 4. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE: N Q 'r S 8 � � N Q er jjq cm N It M cm N U v 0 � U N U N U d WINDOW GLASS V V WIDTH TYPE PSF 19.125 A_.. ;r; ` r• . 1 1 .� ...._. 1 T_._ 1 .._.... 1 1 ... 1 1 1 1 1 1 _..... 1 _ 1 ..._..F... 1 1 ..._ 1 .._.. _. 1 1 _._.,_....._ 1 ... 1 _. 1 1 .... °11;1 i�...._ 1;1 2 2 F 2;2 211 2 2 2:2 211 2!2 ,........ 212 ;_....._.., 212 3 2 22 r 2.2 3 3 212 2j2 ,..... 3;3 212 212 t... 3'3 22 , 22 PSF }' 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,. . 1;1 Ill 2 2 2.2 2j1 313 212 212 3i3 212 2 2 313 2;2 2!2 4 4 2 2 2 2 4'4 312 2 2 4 4 3 2 2`2 PSF « . ••- Y 32.000 ' '' a, ��. �: r:...� ; x�� . Z_ 1 2 1 1 2 1 1 2 1 1 2 1 1 "aura 222;23;32;22`23; _.._... . ..1.... ...1 .. ..2.._ ...._1 3 213 212 4 4 3° 33124^43113325�4333j25i44332 f � PSF, A gar 37.000 �- ,,'y . .. - k� "r: } � 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 A-- 222 23323224421321 T...._...._..... 244. 333;35;53;33135j54;33436`54333 _ _.., _._ _..__, ... PSF' r 40.000 a e.y r ? 2. 2 2 2 3 2. 2 3. 2 2 3 2 2 3 2 2 A` ...2 .. 2 2 2 2 : 2`3 _...3 2 2 . 4 4 3 3 2 3 4�5 3{3 3'3 5i5 4 3 3;3 5 5 4 :4 3'3 6j5 4 4 3 3 PSF :'s" • vY.. .:,: '. F 44.000 `�1`µ 2 2...' 2 2 3 2 2 3 2 2 3 2 3... 2 3 2 A 2 2 212 33 212 414 3�3 213 5;5 3 3 3!3 516 .2. _ 4i3 _.. 3:3 6;6 _.2 .. 4!4 4 3 6 6 .2 r_ 4;4 413 .. PSF 48.000 a' 2 2 3 2 2 4 2 2 4 2 2 4 2 2 a a 3 2 2 . 3 3 2;2 : • 313 313 5;5 414 3 3 6i6 4`4 3 3 6'6 5:4 4i3 7j8 5 4 4i3 PSF 53.125 A.. 2 �2 2 2 2 4 ... 3 _ 2 ^' v '� 3 _ 2 _ _ _ 4 .. _ . 3 2 4 3 2 3'3 3,3 =k 3 4 1 3�3 5 5 4 4 ; 3 3 4i4 3;3 77 54 44 7.7 515 414 _ . . 0TW0QYDRW NOKOMM FL 84278 P.O. t'xjX 1829 PI�COiM�, FL 84274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) 4 - 5116" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. A3" MINIMUM O.C. SPACING. HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS A81/8" MAX. ABOVE MEETING RAIL 6" MAX. BELOW MEETING RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD JAMB ABOVE + — 3 I MTG. RAIL JAMB BELOW MTG. RAIL VIEW ALUM. SINGLE HUNG WINDOW, IMPACT t%asrbly Boner I stM ! NTS 1 7 d 10 � 406&1 r PRODUCT RENEWED 0 Complying with the Florida Building Code Acceptance No 12 ate BY Divisio n ate Prodtr« Control Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES ABOVE MEETING RAIL {HEAD & JAMBSh CUSTOM WINDOW HEIGHT MINUS SASH HEIGHT TABLE & ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. 1. ANCHOR TYPES: 2 -1W ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) SUBSTRATE: 17.172 22.172 27.172 32.172 37.172 42.172 47.172 55.926 4 - 5/16° ELCO TAPCONS ANCHOR TYPE: o via o z 0 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS 0 d a 3 N � FOLLOWING TESTED DIMENSIONS AT FULL DP. WITH TYPE U 8 � � �$ 8 oO c§ v ®3a MINIMUM O.C. SPACING. PS HEAD - 181!2" MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 19.125 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®81/8" ABOVE MEETING RAIL __. _ ._.___ ..._.___ __ _SILL - ANCHORS NOT REQUIRED 2 2 1 2 2 2 3 2 2 3 3 3 2 4 3 3 4 4 3 3. INSTALL IN MIAMI -DADE COUNTY PER THE PS ADJACENT TABLE ANCHOR QUANTITIES USING THE 24.000 1 1 1 1 1 1 1 1 1 9 t 1 t 1 1 1 1 1 1 1 1 1 1 DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE _ ... _ ... _�_ _ _. .. _ __._ -- TABLE ON THE NEXT PAGE TO COMPLETE THE 1 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 .3 5 3 3 5 4 3 ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW PSF WINDOWS. .. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 32.000 , 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 WINDOWS ARE 12518" MIN. TO 38" MAX. A 1 1 2 2 2 3 3 2 4 3 3 4 3 3 5 4 3 5 4 4 6 5 4 5, 76" MAXIMUM WINDOW HEIGHT. PSF 6. SHADED WINDOW 37.00 x 1 1 1 1 ,g4 2 1 2 2 1 2 1 2 2 1 2 2 1 2 2 1 SIZE BLOCKS OF A THE ADJACENT 2 2 3 2 4 3 3 ti.. r:' 4 3 5 4 3 6� 4 4 7 r 5 4 TABLE ARE LIMITED <* q[L°;•q . grays. TO THE DESIGN PS h Br PRESSURE SHOWN - s N 40.000 a �, A �r 2 4� 2 2 Z 2 2 2 2 3 2 2. 3 2 2 3 2 2 A a �� r __.._. _.. :, _._ 2 - PRODUC!' RUIQM VED ABOVE THE QUANTITY OF &� :. - --... ......— as complying with the Flocids 2 � v 3 3 a @4 ' 4 3 4 3 5 4 3 6 5 4 7 6 ..... 5 ANCHORS, BuildingCuAe s PSF.... ti ,: ;,d: Accxptaa►ce tJo ,8r 44.000 a 3 ,r 2 ®; :: A ', �'.` _ _ M�•. 2 d. `� _.a _ z 3 2 2 Z 2- 3- ? 3 — rePtodua Cam`' t vv 2 3 r+. 4 3 5— _ 4 5 4— 7 5` 4 8 6 5 Drv�slan t}A• M1�' :ryv PSF 48 000 r --ii' a� 2' 'r 2 2 2 2 • 2 2 2 2 PRODUCrREVNIM � .M � i ...__ � y r t'_5 3 4 4 5 4 6 5x -_7 5 . �7 fl Y. saw" Cab PSF ; `' TABLE KEY• 53.125 a � W., 2 Vi�, HEAD 2 2 3 2 2 3 2 4 4 6 5^ R ^6 � T 7 �6� JAMB ABOVE MTG. RAIL agbe ReNrlanc FK WSW o NEW SHEET, uPGRaaEardn cETaa AVChVRAGE 1070 IE04NOLOGY ANCHORAGE, CUSTOM VIEW ABOVE MTG R41L FK 11AW6 H RDW TABLE TOR99M ANCHOR CAPACl1YCALCSi. CIS, Fl. 34275 QC ' 1117107 z CHMGENOTE2- ADD 3'WN 0.C- & 81ar AWVEMrro. RVL P•0• 1M ALUM. SINGLE HUNG WIN ©OW, IMPACT LM Romrt L. Clan; P.E. F.K 7 aJ nlaKOr,SS, a 9427a Visibly SH800 NTS 8 w 10 4065 -9 I PE ucS•ral Structural ANCHOR SUBSTRATE:*--, ANCHOR QUANTITIES TYPE- BELOW MEETING RAIL (JAMBS), CUSTOM WINDOWS BASED ON SASH HEIGHT TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) • 4 - 5116" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. A�3" MINIMUM O.C. SPACING. JAMBS - 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. SHADED SASH SIZE BLOCKS WITH "NA" IN THE ADJACENT TABLE MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION NOT AVAILABLE FOR THIS MAX. PSF. PRODUCT RENEWED as complying with the Florida Building Code Aecggmce No • o� !� By C�� I�vision TABLE KEY: JAMB BELOW MTG RAIL 0�� gm Finve Bombs MTG RAIL / IMPACT LM_ R L c�►i<, P.E. PE #39712 4066 -1 1 1 1 Struc koul SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30,776 31,106 N N � v � N N � v � N � sP � N N a � SS11 N � � . � C4 N � o � cq � N 8 V � p � � N Q 8 � � WINDOW WIDTH MAX PSF 18.125 -110 1 1 1 1 2 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 -100 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 -90 1 1• 1 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 -80 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -70 1 1 1 1 1 1 1 2 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 -60-11 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 24.000 -110 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 -100 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -90 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 -80 1 1 1 1 1. 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 F-70 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2• 2 -80 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32.000 -110 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 4 3 2 -100 2 1 2 1 1 2 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 -90 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 -80 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 -70 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -60 1 1 1 1 1 1 2 2 1 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 37.000 -1101 2 2 2 2 1 2 2 3 3 2 1 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 -100 2 2 1 2 1 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -90 2 2 1 2 2 2 3 2 2 3 3 2 3 3 2 4 3 2 5 3 2 5 3 2 -80 1 1 1 2 2 1 3 2 2 3 2 2 3 3 2 3 3 2 4 3 2 4 3 2 -70 1 1 1 2. 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -60 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 1 3 2 2 3 2 2 40 -110 2 2 2 2 2 2 H,., . ':: 3 2 4 3 2 5 3 3 5 3 3 1 5 3 3 5 4 3 -100 2 2 1 2 2 2 3 2 2 4 3 2 4 3 3 5 1 3 3 5 3 3 5 3 3 -� 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -80 2 2 1 2 2 1 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3--2 -70 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 -60 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 000 -110 2 2 2 2 2 2 < ;: 3 2 4 3 3 5 3 3 6 3 3 6 4 3 6 4 3 -100 2 2 2 2 2 2 `r 3 2 4 3 2 4 3 3 5 3 3 6 3 3 6 3 3 -90 2 2 1 2 2 2 .,' 2 2 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 -80 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -70 1 1 1 2 2 1 3 2 2 3 2 2 3 3 2 4 3 2 4. 3 2 4 3 2 -60 1 1 1 2 2 1 3 2 1 3 2 2 3" 2 2 3 3 2 3 3 2 3 3 2 48.000 -110 2 2 2 2 3 2 :: :� 3 3 5 4 3 6 4 3 6 4 3 6 4 3 -100 2 2 2 2 2 2 3 2 4 3 3 5 3 3 6 3 3 6 4 3 8 4 3 -90 2 2 2 2 2 2 3 2 4 3 2 4 3 3 5 3 3 6 3 3 6 3 3 -80 2 2 1 2 2 2 2 2 4 3 2 4 3 2 4 3 3 5 3 3 5 3 i- -70 2 2 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 2 4 3 3 4 3 3 -60 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 53.125 -110 2 2 2 2 3 3 4 3 4 3 4 3 7 4 4 7 4 4 -100 2 2 2 NA 2 3 2 :� 3 3 5 4 3 6 4 3 8 4 3 7 4 3 -!X3 2 2 2 2 2 2 3 2 4 3 3 5 3 3 5 4 3 6 4 3 6 4 3 -80 2 2 2 2 2 2 § 3 2 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 -70 2 2 1 2 2 2 3 2 2 4 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -60 1 1 1 2 2 1 3 2 2 3 2 2 4 3 2 4 3 2 4 3 3 4 3 3 RAW F K 028W G NEW SHEET, U AND DETAIL ANCHORAGE 1070 Namim. Nolcarw!lt3.FL3427a TECHNOLOGY P.O. eox DRIVE FL 34275 � � o ANCHORAGE mm ALUM. CUSTOM VIEW BELOW MOW F.K WE 11/W 16ZEW" H REVISE TABLE DUE TO REDUCED ANCHOR t:APACtfl' GALLS SINGLE HUNG WINDOW, RK 1'/17/07 r 04ANGETONOTE2- AW3"M1N.O.C. FJC 7 J.J. 9!25//08 v isib� Better &M NTS 9 d 10 11 CONCRETE ANCHOR 3.5 ksi CONCRETE /-(SEE NOTE 1) - -p—••a "MIN. • 1 3/4 �•..� °.t :: ',.�';�. ; ;� ` MIN. OPTIONAL 1x ---�- WOOD BUCK (SEE NOTE 3) 1/4" MAX 1 1/16" REF. SHIM DETAIL A 1/4' MAX. SHIM 5/16" FF �t 9132 "1 REF. (� 2x WOOD BUCK (SEE NOTE 3) TYPICAL HEAD ANCHORAGE DETAIL C 1 2" N. NOTES: 1. FOR CONCRETE/MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DA WOOD ANCHOR COUNTY APPROVED 5/16" OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR (SEE NOTE 2) TO CONCRETE/MASONRY EDGE IS 2 ". 13/4" MIN. EMBEDMENT. (WOOD) 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 13/4" MIN., 3.5 ksi CONCRETE s OR 11/4" MIN. 1.5 ksi CMU TOTAL THICKNESS IS LESS THAN 11/20. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE M N" INSTALLED DIRECTLY TO SOLID CONCRETE.: WOOD BUCKS DEPICTED AS 2x ARE 1112" Ila`t . t CONCRETE ANCHOR, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. FH BELOW MEETING RAIL. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 3" MIN. SPACING 6063 -T5 AND A MINIMUM OF 1 /8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE (SEE NOTE 1) DETAIL C 1 2" N. NOTES: 1. FOR CONCRETE/MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DA WOOD ANCHOR COUNTY APPROVED 5/16" OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR (SEE NOTE 2) TO CONCRETE/MASONRY EDGE IS 2 ". 13/4" MIN. EMBEDMENT. (WOOD) 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. (;EXTERIOR INTERIOR * 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. & SILL DETAILS A, B, E & F) A 1/4" MAX. SHIM 5/16" REF. 9/32"_T REF. 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE E& F. 4 INTERIOR (JAMB DETAILS C & D) EXTERIOR V 13/8* MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL D O TECHMX00Y orm WWOMIS, FL 34278 P.O. sqx I= NOKOWS, FL 34274 ANCHORS NOT REQUIRED AT SILL WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 1/4" MAX: SHIM 2x BUCK OPTIONAL, DETAIL E SUBSTRATE (SEE NOTE 3) ANCHORS NOT REQUIRED AT SILL " r,------t"r--= 1/4" SHIM T t :.:. , .... • ;�r •,, 1x BUCK OPTIONAL SUBSTRATE (SEE NOTE 3) • ' a , • i . DETAIL F a ANCHORAGE DETAILS Ift ALUM. SINGLE HUNG WINDOW, IMPACT (LM Visibly Beeter I slim I Half � 0 d 10 I �� 4085-9 I I PRODUCT RENEWED as comPJYi V3 with ft Flori& BuiIdi .g Cods E m jv ai 6 Prod d Comm Division W R 5-t Ctadc, P.E. PE 4138712 Strucmw 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/20. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE M N" INSTALLED DIRECTLY TO SOLID CONCRETE.: WOOD BUCKS DEPICTED AS 2x ARE 1112" 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 1/4" 6063 -T5 AND A MINIMUM OF 1 /8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. SHIM 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 DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND CONCRETE ANCHORAGE SPACING FOR 5116" TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. (;EXTERIOR INTERIOR * 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. & SILL DETAILS A, B, E & F) A 1/4" MAX. SHIM 5/16" REF. 9/32"_T REF. 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE E& F. 4 INTERIOR (JAMB DETAILS C & D) EXTERIOR V 13/8* MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL D O TECHMX00Y orm WWOMIS, FL 34278 P.O. sqx I= NOKOWS, FL 34274 ANCHORS NOT REQUIRED AT SILL WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 1/4" MAX: SHIM 2x BUCK OPTIONAL, DETAIL E SUBSTRATE (SEE NOTE 3) ANCHORS NOT REQUIRED AT SILL " r,------t"r--= 1/4" SHIM T t :.:. , .... • ;�r •,, 1x BUCK OPTIONAL SUBSTRATE (SEE NOTE 3) • ' a , • i . DETAIL F a ANCHORAGE DETAILS Ift ALUM. SINGLE HUNG WINDOW, IMPACT (LM Visibly Beeter I slim I Half � 0 d 10 I �� 4085-9 I I PRODUCT RENEWED as comPJYi V3 with ft Flori& BuiIdi .g Cods E m jv ai 6 Prod d Comm Division W R 5-t Ctadc, P.E. PE 4138712 Strucmw ARAM- DADE COUNTY, mDpjDA M rfRO.DADE FLAra m jum rump BURMG CODE COMPLIANCE OFFICE (BCCO) 140 Wwf FLAQ =n=u, SUITE lu w PRODUCT CONTROL DiVMMM MIAMI, FLORIDA 33130 -1583 (3t15) 375-2901 FAX M) 375.28 NOTICE {)F ACCEPTAIYiE �A1�A� www buildingcodeonli� cxim PGT IndnuWries 1870 Te&nology Drlve, Nokomis, Fl, 34275 SCOPE: This NOA is baing issued under the able rules and regulations governing the use of conduction GIs. The-docurnentation submitted has bon reviewed by Miami Ike C mly Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dale County and other areas where allowed by the Authority Having Jurisdiction (AH). This NOA shall not be valid after the expiration date stated below. The Munn -Dale County Product Control Division On Miami Dade County) anNfor the A1DJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for duality assns purposes, N this product or material fails to perform m the accepted manner, the mangy will mm the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within thew jurisdiction. BORA reserves the right to revere this acceptance, if it is determined by Miami Dade County Pmduct 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, iuchuiing the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" oumwing Alum innm French Doer w/ Sideaes APPROVAL DoCUMP11iT: Drawing N0.11005 -1, titled "Aluminum French door & Sidelite4mpac r, sheds ltbrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised. on 09/15107, signed and sealed by Robert L. Clark, P.E., bearing the Mm=4)ade County product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. BILE IMPACT RATING: Lap and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The louver design pressure from X, XX doors or O (9delite) shall control. Z Egg operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manuftcturees na or kgo, city, state and following stet mein. -A iamiDade County Product Control Approved ", unless otherwise noted herein. RENEWAL of Buis NOA shall be considered after a renewal application has been filed and. there has been no change m the applicable building code negatively, affecting the performance of this product TATION 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 procees. Misuse of this NOA as an endorsement of any for sales, advertising or any other purposes shall automatically >ummmate tins NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERT[SEI MT: The NOA number preceded by the words NBamiDade County, Florida, and followed, by the expiration date may be displayed, in advertising literature. N any portion of the NOA is displayed, then it sluall be done in its entirety. INSPEG°I'ION: A copy of this entire NOA shall be provided to the user by the manuficturer or its distribu ton and shall be available for inspection at the Job site at the request: of the Building Offal. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document meant Caned above, The submitted documentation was reviewed by ishaq L Chanda, P. E. NOA No. 11740910 ER*a Date: OeMw 18, 2012 Approval Date: October 18, 2007 Page 1 u PGT imbdrks NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. M=UfaMUWs, die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite impace' 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. Clint, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) UWf nn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading Per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up, drawings and installation diagram of aluminum out swinging French door w/ sidel tes, prepared by Fenestration Testing Laboratory, Inc., Test Report No M. -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-7 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Cade Compliance Of (BCCO). E. MATERUL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to `E.L DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12111/10. 2. Notice of Act No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated g1as», expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21 -137, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, Pmt of the above test ropmu. G.. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. Py- Pkadad Controi Emunjur NOA No. 07462910 Explratlon Date: Oetobw is, 2012 B-1 Approval Date: Oeftber 1s, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIMEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4„02�" CONSISTING OF (1) LITE OF 11W HEAT STRENGTHENED GLASS PLUS AN .090 PVB, INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3116" 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 XXXX XO. OX, XXO, 0 , OXO. AND OXXO. 4. ANCHORAGE: THE 331/3% 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. EXTERIOR EXT. -118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEXACEEPSAFE MAXIMUM INT. - 3116" HEAT STRENGTHEND GLASS SITE A --,-I .402 I--A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 UIA EXTERIOR EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PV8 INTERLAYER DUPONT BUTACITE OR SAFL EX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS Ate, R 94278 PCX BOX I= KOKOW R 94274 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 BITE Approved as cocaptyia; w#d the Flarteia au;djus Code A D$te I $ 740 NnA# 10-7— d . Mlami Dode Product Control --►� .465 �-+- -- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOTES AND GLAZING FRENCH DOOR & SIDE ft amummew ea loom FW01 9X rs 1 IV 10 IMPACT 11005.1 1 B b R pY 1� 010 � Robe L. CI®rk, P.E. PE #W12 stuctww TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR S SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D X WIDTH XX WIDTH 6'- 79 314" 1 70 - 83 3/4" 1 87 314" 1 913/4" 1 8o - 95 3/4" 3° 37 101 6° 713/4' +75.0 -75.01+75.01 +58.6 -75.01+75.01 -75.01+75.01 +52.4 -75.0 +75.0 -75.0 O WIDTH 27 314" 361/8" 36 314" 1+75.01-75.0 O WIDTH 363/4!' SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 775.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 - 71.4 +67.6 -67.6 +64.2 -64.2 +41.6 +74.9 -74.8 +70.4 -70.4 +66.6 -66.6 +63.1 -83.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01 -39.3 28 331/2" 54 63 314" +43.1 -43.11+43.1 -43.1 +41.5 -41.5 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR S SIDE LITE CONNECTION GLASS TYPES A. B. C OR D X WIDTH XX WIDTH 68 - 79 3/4" 1 70 - 83 3/4" 87 3/4" 91314" 8° - 95 314" 2p 251/2" 4P 47 3/4" +58.6 -58.611+55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291 /2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2� 311/2" 59 59314- +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41 A +39.3 -39.3 28 331/2" 54 63 314" +43.1 -43.11+43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.11+38.1 -38.1 +38.1 -38-11+37.5 -37.5 +35.6 -35.6 3° 37112" 60 71314- +34.0 -34.0 +34.0 -34.0 +34.0 -34.01+34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH SIDE LITE 10 3/4" 12 314" 19" 213/4" 27 314" 36118" 1+35.2 363/4- GLASS TYPES A, 8, C OR D +75.0 -75.0 +75.0 -75.0 +75.01-76.0 +75.01-75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01-75.0 +75.0 -75.0 +75.0 -75.0 +72.4 -72.4 +68.5 -68.5 +65.01-65.0 +61.9 .61.91+59.0 -59.0 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 +52.8 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 -35.2 +35.2 -35.2 +35.2 -36-21+35.2 -35.2 +34.4 -34A +34.0 -34.0 +34.o -34.0 +34.0 I -34.0 +34.0 1-34.01+34.01 -34.0 (VOTES: A1. GLASS TYPES: A. 3/8" LAMI (11W A,.090 PVB, 3116" HS) B. 3/8" LAMI (118" HS, .090 PVB, 3116" HS) C. 7116" LAMI (3/16" A, .090 PVB, 311(" HS) D. 7/16" LAM 1 (3/16" HS, .090 PVB, 3/1(" HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXO/OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 314" 3. SINGLE DOORS 33 51W WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" 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. A 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 = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF ,6. 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. DESIGN PRESSURES ALUM. FRENCH DWR St SIDE ` I FwiW I9X 1 2 -1 10 IMPACT 11005.1 1 B Approved as eompi),ing VdtE the F7aria Ea: i code2C0�i Date! L r P100 -jQ.D Miami Dade pwdad ?!Go w I IV Robert Ckvk, P.E. PE NW12 'm r— 73 1/2" M N X. MAX. SEE NOTE OX OR XO 37112" �A Max. T 95 314" I/ 40" { / (IYP.b x ' 1091/2" MAX. 3/4° MAX. --�►� -°-SEE NOTE 3-�+ -- MAX 49 ' { { { r r Ef ; JE/Ef JE 4 X D SEE NOTE 4---' OXO —SEE NOTE 4 46i 4 /AN 71 314° MAX. 17— 24 9/16" MAX. DLO MP) B 49) / / XACT [Al 10j / r 1X IMACT. �G G DOOR DLO HEIGHT HEIGHT -11318" DLO WIDTH 'X' =DOOR WIDTH - 1215116" DLO WIDTH '" = DOOR WIDTH/2 -115/16 SIDE LITE DLO HEIGHT = HEIGHT -113/8" DLO WIDTH = WIDTH -31/8" r% - X n )0( p NOTES: q 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND S. 3. SIDE LITES OVERLAP W AND "" DOORS BY 3/4' WHEN ASSEMBLED TO MAKE "CO', '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'" DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) OW DOOR = DOOR WIDTH/2 - 4.079) 10 ,.r rd � 0 Ift ELEVATIONS Pc � �� ALUM. FRENCH DOR & SIDE sins Viwy own JVTS 1 3 10 A•ao IMPACT 91015.1 1 B �,rjscvrcii : _.,ui,d'1 +N$ with the tlu: :e %r ��u:f &a+sry 4:'sc1c bacr._. CX1 _!-d 1co 7 44 J- �rs;es:r: c7ta3e pe•ew1:.s.6 q� *cnt An 3Y r" rr a`7 Robert L. rk, P.E. PE 039712 structural 84 3/s' MAX. /r DLO TYP. I/ 40" { / (IYP.b x ' 1091/2" MAX. 3/4° MAX. --�►� -°-SEE NOTE 3-�+ -- MAX 49 ' { { { r r Ef ; JE/Ef JE 4 X D SEE NOTE 4---' OXO —SEE NOTE 4 46i 4 /AN 71 314° MAX. 17— 24 9/16" MAX. DLO MP) B 49) / / XACT [Al 10j / r 1X IMACT. �G G DOOR DLO HEIGHT HEIGHT -11318" DLO WIDTH 'X' =DOOR WIDTH - 1215116" DLO WIDTH '" = DOOR WIDTH/2 -115/16 SIDE LITE DLO HEIGHT = HEIGHT -113/8" DLO WIDTH = WIDTH -31/8" r% - X n )0( p NOTES: q 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND S. 3. SIDE LITES OVERLAP W AND "" DOORS BY 3/4' WHEN ASSEMBLED TO MAKE "CO', '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'" DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) OW DOOR = DOOR WIDTH/2 - 4.079) 10 ,.r rd � 0 Ift ELEVATIONS Pc � �� ALUM. FRENCH DOR & SIDE sins Viwy own JVTS 1 3 10 A•ao IMPACT 91015.1 1 B �,rjscvrcii : _.,ui,d'1 +N$ with the tlu: :e %r ��u:f &a+sry 4:'sc1c bacr._. CX1 _!-d 1co 7 44 J- �rs;es:r: c7ta3e pe•ew1:.s.6 q� *cnt An 3Y r" rr a`7 Robert L. rk, P.E. PE 039712 structural EXTERIOR DOOR SECT. A A INTERIOR DOOR HEIGHI SL SECT. B-B VERTICAL INTERIM SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY ,► ",,,r� EXAMPLE ELEVATIONS iv�oM FL MW PO grim ALUM. FRENCH DOOR & MOXOMA FL SW4 jam, a•u 90 tvto 1 a 1/2x 4 d 10 kR COLORED SEALANT Approved as eompiying with the Florida Bntding Code miwe cT I.P. 200% Miami u.ae mud Cost�el gy C -o- "L i 67 SPACING, SAME AS MAX. SL WIDTH JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) DLO '" I U SEE TABLES 1 AND 2 AND Z2 NOTES ON SHEETS 1 & 2 62 66 SL SECT. E -E 62 FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) � r i ,a •. r.' r•r SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS re- INTERIOR EXTERIOR MAX. SL WIDTH mw ALUM. FRENCH DOOR & SIDE MES, IMPACT '' � 6 d t0 � I9f�'rf 8 Approved a with the ug c" Date G 1 I MOAN i lmd Da& ;l Waa oatnd 8 � 44a41, f.� rj Robert L lark, P.E. PE X712 Sbta:t m ITEM DWG # POW DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 1048 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 1 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 60380 FRAME JAMB ( OUTSWING) 21 1010 6Q300 WSTP., Q-LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, W61 -75 23 1140 78X112PSATS 08 X 1.500 PH SO A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 1930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 IDOOR PANEL, SIDE RAIL 32 917 17FRMO IHINGE EXTRUSION KEY P., K SUPPORT ASSY. .750 PH. FL. SMS LOCK ASSY. 1 1 1 62 I" X10 94 GLAZING SILICONE, DOW 899,983 OR EQUIVALENT 95 GLASS, 3/8" LAMI -1/80 A, .90 PVB, 3116" HS 96 GLASS, 3/80 LAMI -1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/160 LAMI - 3116" A, .90 PVB, 3116" HS 98 IGLASS , 7/16" LAMI - 31160 HS, .90 PVB, 3116" HS 102111 41106A IACETAL SPACER .295 (INHOUSE INJECTION MOULDED) .504--H rl .360 .055 --Hi---7 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 Approved as corapb ing with the Florida Bmdia� W"k Dftpaw c -o �+-- -- 2.750 ----� Miami Dade ProAuct Comm BY °' 1.Ot>0 .125 22 TUBE MULL 6063 -T5 FO 7E0mN0 ooWr PARTS LIST ZI a�l NQVMW, P T ALUM. FRENCH DOOR & SIDE LITES IMPACT P.O 1649 L C�lc. P.E. AKW FL 34274 , PE #W12 1?� I 8 of 10 11005.1 B su"Aund 1.750 1.750 1.750 1.750 1.480 1 .050 1.620 .250 --� �-- 4.726 WEATHER 4.626 4.726 4.726 37 STRIP CHANNEL .062 .062 3.000 .050 6063 -T5 4.000 4.100 062 4.100 .062 4.675 4.675 0.375 L I 4.100 L L DOOR FRAME 2.125 1.126 2O JAMB 6063••T6 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6083 -T5 O 6063 -T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE 6063 -T5 O 606 3-T5 6063 -T5 1.500'' 578 3.655 3.111 .1251 � j� i-"-• -.525 -`"� .8� �' � �"�- 558 1- .0�3 1.560 1 .750 .050 .683 .683 1.4t>D .0T- '0-4 � .050 TRUSS CLAMP 3/8" GLAZING BEAD 7/16" GLAZING BEAD 3.000 OFILLER HEAD ADAPTER 6083•T5 73 6063-T5 72 6063-T5 tf 6063 -T6 !+-- -- -3.100 -� 3.000 -T -�• 1.479 �2 SL JAMB t 1 8063 -T8 1.272 1.479 .1 -1 .830 .050 5.459 .075 5.212 Approved as eoMPiying With the Florida Buiding Code 8.085 FRAME HEAD NOAq 6063 -T6 A75 Miami Dade Product rn► 4.586 sy N 2.980 .050 .750 .079 1.489 •0� 3.1 W .489 - �- -- 3.000 -- ••�••� SL JAMB 11 OUTSWING THRESHOLD 80 SL HEADER SL SILL 66 ADAPTER Q63- 6063•T6 6 6063 -T6 l . T 8 � 8083 -T8 or.e�Bm � ,OGYDRW EXRUSION PROFILES FJC wtaw B AV7W Anoma34m nczy*= ;F.J;KC s►aan a aoevoc�ronaaoaet To aI �4 Pa egxts� ALUM. FRENCH DOOR $ SIDE L!T ES, IMPACT Clark, P.E. t#rx tambc R S M y, r ao1 rrrprHo PE #W12 2=07 J.,l. amm M101 1/2x 7 d i0 iit�ri B structural HEAD ZONE "C" , Q � 4 9 x o N N m m HEAD HEAD ZONE "D" ZONE "D"� SILL ZONE "C" SEE TABLE 3., SHT. 9 + HEAD HEAD HEAD l--Z ENE -t --ZONE "F"�Z E" , , m � �a , w w N oxo SILL SILL ZONE "D "ZONE MD' SEE TABLE 4., SHT. 9 ZONE E O " o XX0 OR o z X)( gN z N N m m m mm SILL ZONE "C" SEE TABLE 3., SHT. 9 + HEAD HEAD HEAD l--Z ENE -t --ZONE "F"�Z E" , , m � �a , w w N oxo SILL SILL ZONE "D "ZONE MD' SEE TABLE 4., SHT. 9 ZONE E O " SILL ZONE "E" SEE TABLE 6„ _SHT. 9 HEAD HEAD ZONE Mu i ZONE HEAD o XX0 OR o w gN N m mm SILL ZONE "E" SEE TABLE 6„ _SHT. 9 HEAD HEAD ZONE Mu i ZONE HEAD Q w N NO m HEAD HEAD ZONE "D" ZONE -17 SILL SILL D" ' ZONE ZONE "E" SEE TABLE 6., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 314" SIDE LITES "B" AND "E" ZONE ANCHORS FROM ww TABLE 7, SHEET 9. 0 No 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. ZONE t— P f ZONE F'�Z�1 - Ep- - - -- -- - - -- - - -- -- - -- -"E°. o XX0 OR OXX m $ N gN N Q w N NO m HEAD HEAD ZONE "D" ZONE -17 SILL SILL D" ' ZONE ZONE "E" SEE TABLE 6., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 314" SIDE LITES "B" AND "E" ZONE ANCHORS FROM ww TABLE 7, SHEET 9. 0 No 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. ZONE t— P f ZONE F'�Z�1 - Ep- - - -- -- - - -- - - -- -- - -- -"E°. �ZONE--�— SILL }_ZONE-- _ SILL "_� SILL I ZONE4 t ZONE -1 SILL SILL ZONE -} "E" ZONE F" or ZONE "D ZONE F" or "E" ZONE F" ZONE OP no SEE TABLE 7., SHT. 9 SEE TABLE 7.. SHT. 9 SEE TABLE 7., SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3 /4 0H UNIT, 71 3(4'W `AV DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. 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 SIQE LITES: 6" MAX. FROM CORNERS AND 24 314" MAX. Q.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. V. P.Q 8QX I= NOKOM FIL 3W4 CONFIGURATIONS ALUM. FRENCH DOOR & SIDE VW* Bener AM a 10 IMPACT 111 + B Appruvt4 as eump,.-Iagwith the mD ", a Bumus- Cade.7 Date 4G LGO INo O Miami Dade rcwutt cmim p� 41 W L Clark, P.E. PE #38712 sh chus] N v OxxO N �ZONE--�— SILL }_ZONE-- _ SILL "_� SILL I ZONE4 t ZONE -1 SILL SILL ZONE -} "E" ZONE F" or ZONE "D ZONE F" or "E" ZONE F" ZONE OP no SEE TABLE 7., SHT. 9 SEE TABLE 7.. SHT. 9 SEE TABLE 7., SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3 /4 0H UNIT, 71 3(4'W `AV DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. 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 SIQE LITES: 6" MAX. FROM CORNERS AND 24 314" MAX. Q.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. V. P.Q 8QX I= NOKOM FIL 3W4 CONFIGURATIONS ALUM. FRENCH DOOR & SIDE VW* Bener AM a 10 IMPACT 111 + B Appruvt4 as eump,.-Iagwith the mD ", a Bumus- Cade.7 Date 4G LGO INo O Miami Dade rcwutt cmim p� 41 W L Clark, P.E. PE #38712 sh chus] ABLE 3. X DOORS TABLE 4. XX DOORS TABLE 6. Q SIDE LITE TABLE 6. XO & OX TABLE 7.OXO, MO, OXX APPROVED ANCHOR TYPES: _ 8t OXXO 1. 1114 0 ELCO TAPCONS A, B, C. D GLASS TYPES A, S, C, 0 GLASS TYPES A, S, C, D HOOD 1,2, CONC SAS PE 2.3, WOOD 1,2, CONC &A 2,3, WOOD 1,2, CONC 2.1/40 ELCO SS4 CRETE -FLEX MASONRY ANCHORS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 3 #12 SCREWS (G5) lu WIDTH x HT. x x x x x x WIDTH x HT. WDTH x HT. O O O 0 25.50 x 79.75 5 2 7 4 2 3 47.76 x 79.75 4 316 4 2 1 3 1 10.75 x 79.76 4 1 4 1 83.75 6 2 7 4 2 3 83.75 6 4 1 7 4 2 3 83.75 4 1 4 1 87.75 6 2 7 4 2 3 87.75 T 477 4 2 3 87.76 4 1 4 1 91.76 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 -4 1 95.75 6 21 7 1412 3 95.75 5 4 7 14 2 1 3 95.75 4 1 4 1 27.50 x 79.76 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.76 x 79.76 4 2 4 2 83.75 6 2 7 4 2 3 83.75 5 4 7 4 2 3 83.76 4 2 4 2 87.76 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 91.75 6 2 7 4 21 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 95.76 6 2 7 14 21 5 95.7 6 4 7 4 3 6 96.75 4 2 4 2 29.50 x 79.7 5 2 8 4 2 3 66.75 x'79.75 6 4 7 4 2_ 3 19.00 x 79.7 4 2 4 2 83.7 5 2 8 4 2 3 83.76 6- 4 7 4 2 3 83.7 4 2 4 2 87.7 6 2 8 4 2 5 87.7 5 4 7 4 2 3 87.75 4 2 4 2 91.7 6 2 8 4 2 5 91.7 6 4 7 4 3 5 91.75 4 2 4 2 95.7 8 2 8 4 2 5 95.7 6 4 8 4 3 5 95.75 4 2 1 4 2 31.50 x 79.76 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.76 4 2 1 4 2 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 87.76 6 2 8 4 2 5 87.7 6 6 8 4 3 6 87.76 4 2 4 2 91.75 6 2 8 4 21 5 911,76 6 5 8 4 3 5 91.76 5 2 4 2 96.75 7 2 1014 2 5 95.76 61 5 8 41 3 1 5 1 96.75 6 2 4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.76 5 5 8 41 2 3 27.75 x 79.75 5 2 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.76 6 2 4 2 87.76 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.76 5 2 4 2 91.76 7 3 10 413 6 91.75 6 5 8 4 3 6 91.76 6 2 4 2 95.7517 3 1014 31 6 95.75 7 6 110 4 3 1 6 1 95.76 6 2 4 2 35.50 x 79.75 6 3 8 4 31 5 67.75 x 79.76 6 5 8 4 3 5 36.13 x 79.76 6 3 4 3 83.75 6 3 8 4 31 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 87.76 6 3 8 4 31 5 87.7 6 5 8 4 3 5 87.7 7 3 4 3 91.7 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.7 7 3 4 3 95.75 7 3 10 4 3 5 95.76 7 6 1014 3 5 95.7 7 3 4 3 37.50 x 79.7 6 3 8 4 3 5 71.75 x 79.75 6 6 8 4 3 5 36.76 x 79.7 6 3 4 3 83.7 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.7 6 3 4 3 87.7 7 3 10 4 3 6 87.7 6 5 1 9 4 3 5 87.76 7 3 4 3 91.75 7 3 10 4 3 5 91.76 7 6 110 4 3 5 91.76 7 3 4 3 96.7517 3 10 4 3 5 96.757 6 110 4 3 5 96.7 7 3 4 3 r "X" - 25. {ALSO X DOOR OF XO & Q O W W p C #4 M IS 0 v 4 A, S, C, D GLASS TYPES A, B, C, D GLASS TYPES GLASS TYPI ANCHOR'TYPE ANCHOR O O & SUBSTRATE 2,3. WOOD 1,2, CONC & SUBSTRATE Z3, WOOD 1,2, CONC & SLMSTRA DOOR WIDTHS LOAD ZONES .f 14 DOOR WDTHS LOAD 20MS AC W .f WIDTHS "0" - 10. "r - 25. 2 j �0 Op uu a TO 37.60 2 2 2 2 2 2 2 uJ 2 a 2 2 d 2 4 2 2 0 4 L "W - 47.7 2 uWu� 4. ENCIRCLED ANCHOR 4 4 W TO 37. 2 4 2 4 4 4 TO 71.75 Z" 4 2 ", 4 (QUANTITIES IN TABLES 4 TO 36. TABLE 6. XO & OX TABLE 7.OXO, MO, OXX APPROVED ANCHOR TYPES: _ 8t OXXO 1. 1114 0 ELCO TAPCONS A, B, C. D GLASS TYPES A, S, C, 0 GLASS TYPES A, S, C, D HOOD 1,2, CONC SAS PE 2.3, WOOD 1,2, CONC &A 2,3, WOOD 1,2, CONC 2.1/40 ELCO SS4 CRETE -FLEX MASONRY ANCHORS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 3 #12 SCREWS (G5) lu WIDTH x HT. x x x x x x WIDTH x HT. WDTH x HT. O O O 0 25.50 x 79.75 5 2 7 4 2 3 47.76 x 79.75 4 316 4 2 1 3 1 10.75 x 79.76 4 1 4 1 83.75 6 2 7 4 2 3 83.75 6 4 1 7 4 2 3 83.75 4 1 4 1 87.75 6 2 7 4 2 3 87.75 T 477 4 2 3 87.76 4 1 4 1 91.76 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 -4 1 95.75 6 21 7 1412 3 95.75 5 4 7 14 2 1 3 95.75 4 1 4 1 27.50 x 79.76 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.76 x 79.76 4 2 4 2 83.75 6 2 7 4 2 3 83.75 5 4 7 4 2 3 83.76 4 2 4 2 87.76 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 91.75 6 2 7 4 21 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 95.76 6 2 7 14 21 5 95.7 6 4 7 4 3 6 96.75 4 2 4 2 29.50 x 79.7 5 2 8 4 2 3 66.75 x'79.75 6 4 7 4 2_ 3 19.00 x 79.7 4 2 4 2 83.7 5 2 8 4 2 3 83.76 6- 4 7 4 2 3 83.7 4 2 4 2 87.7 6 2 8 4 2 5 87.7 5 4 7 4 2 3 87.75 4 2 4 2 91.7 6 2 8 4 2 5 91.7 6 4 7 4 3 5 91.75 4 2 4 2 95.7 8 2 8 4 2 5 95.7 6 4 8 4 3 5 95.75 4 2 1 4 2 31.50 x 79.76 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.76 4 2 1 4 2 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 87.76 6 2 8 4 2 5 87.7 6 6 8 4 3 6 87.76 4 2 4 2 91.75 6 2 8 4 21 5 911,76 6 5 8 4 3 5 91.76 5 2 4 2 96.75 7 2 1014 2 5 95.76 61 5 8 41 3 1 5 1 96.75 6 2 4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.76 5 5 8 41 2 3 27.75 x 79.75 5 2 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.76 6 2 4 2 87.76 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.76 5 2 4 2 91.76 7 3 10 413 6 91.75 6 5 8 4 3 6 91.76 6 2 4 2 95.7517 3 1014 31 6 95.75 7 6 110 4 3 1 6 1 95.76 6 2 4 2 35.50 x 79.75 6 3 8 4 31 5 67.75 x 79.76 6 5 8 4 3 5 36.13 x 79.76 6 3 4 3 83.75 6 3 8 4 31 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 87.76 6 3 8 4 31 5 87.7 6 5 8 4 3 5 87.7 7 3 4 3 91.7 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.7 7 3 4 3 95.75 7 3 10 4 3 5 95.76 7 6 1014 3 5 95.7 7 3 4 3 37.50 x 79.7 6 3 8 4 3 5 71.75 x 79.75 6 6 8 4 3 5 36.76 x 79.7 6 3 4 3 83.7 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.7 6 3 4 3 87.7 7 3 10 4 3 6 87.7 6 5 1 9 4 3 5 87.76 7 3 4 3 91.75 7 3 10 4 3 5 91.76 7 6 110 4 3 5 91.76 7 3 4 3 96.7517 3 10 4 3 5 96.757 6 110 4 3 5 96.7 7 3 4 3 r "X" - 25. OOxxOOxx 3 O W W p C #4 M IS 0 v 4 4 2 4 3 4 "r - 25.5 O O x 0 10 x 10.75 x 79.75 83.76 87.7 91.7 95.75 ' TO 37.50 .f 14 4 2 AC W .f 10.76 x 79.7 83.76 87.7 91.76 95.76 12.75 x 79.7 83.76 $7.76 91.75 96.7 4 2 j �0 Op uu a TO 37.60 2 2 2 2 2 2 2 uJ 2 a 2 2 d 2 4 2 2 0 4 L 4 2 L 4. ENCIRCLED ANCHOR 4 4 W 4 2 4 2 4 4 4 4 Z" 4 2 ", 4 (QUANTITIES IN TABLES 4 2 4 4 2 2 4 12.75 x 79.7 83.75 87.7 91.75 95.76 42 N 4 s '7UC' - 4.7 TO 711.7 s 2 $ m 4 2 AND 7 PERTAIN TO THE 4 2 � 2 � � 4 � � 4 m Ca � 2 m � N B � � EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. SIDE � SIDE 3 MDTHx HT. OOxxOOxx 3 O W W p C #4 M IS 0 v 4 4 2 4 3 4 WDTHx HT. O O x 0 10 x 10.75 x 79.75 83.76 87.7 91.7 95.75 4 2 .f 14 4 2 AC W .f 10.76 x 79.7 83.76 87.7 91.76 95.76 12.75 x 79.7 83.76 $7.76 91.75 96.7 4 2 j �0 Op uu a 4 2 2 2 2 2 2 2 uJ 2 a 2 2 d 2 4 2 2 0 4 2 4 2 4 2 4 4 2 4 2 4 2 4 4 4 2 4 2 4 2 4121 4 4 2 4 4 2 2 4 12.75 x 79.7 83.75 87.7 91.75 95.76 42 5 4 2 4 4 2 4 2 4 2 4 4 2 4 2 4 2 4 4 2 4 2 4 2 4 4 2 4 2 4 2 4 19.00 x 79.75 83.76 91.7514 4 3 4 2 19.00 x 79.75 83.75 91.75 4 3 4C 0(, 8 4 3 4 2 4 3 4 3 4 2 4 3 4 21.75 x 79.75 83.76 87.76 91.75 95.75 4 3 O W W p C #4 M IS 0 v 4 4 2 4 3 4 2 43 42 5 3 4 2 5131 4 2 27.76 x 79.75 83.75 87.76 91.7 95.7 5 3 4 2 53 42 5 3 4 2 T'3 4 3 6131 4 3 36.13 x 79.75 83.75 87.75 91.7 95.75 6 4 4 3 6 4 4 3 76 43 7 5 4 3 7161 4 3 36.75 x 79.75 83.76 $7.75 91.75 96.7617 6 4 4 3 6 4 4 3 7 5 4 3 7 5 4 3 6 1413 ALUM. MdOwwaft FV101 21.76 x 79. 83. 87. 91. 95. 27.75 x 79. 83. 87. 91. 95. 36.13 x 79. 87. 91. 96. 36.75 x 79. 83. 87. 91. 95. CH DWR & SIDE ak riut NA 1 9 a 10 7 5 = 4 3 6 41z 4 3 6 4 't 4 3 7 5 4 3 7 5 4 3 7 6 4 3 IE TABLES TES, IMPACT aHL i 1109 Approved as complying with dw Fie" &Alia Cade .w &W NOA# Miami Dade Product Cauw fr 1 I L. CWk. P.E. 9712 B 3tnushxa! 2X WOOD ..- j1 3/4" 13140 BUCK, NOTE 2 3.4 KSI MIN. CONC. i MIN E.D. IN E.D. i AA 1 3/8" MIN. • 13/8"TYPE 1 1X WOOD s :1• "'' BUCK, NOTE 2 '� "?' '=4'•, . + :�: 13/4" TYPE 2 T_ SHI MAX. SHIM WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) - 1318" 11 1/4" MAX. SHIM MIN. RID TYPE 2OR3, NOTE 1 2X WOOD BUCK, NOTE 2 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 Z 1X WOOD BUCK, NOTE 2 1/4" MAX. EXT. SHIM CONC. EXT. ) ANCHOR, NOTE 1 DOOR HEAD CONC 11/4" TYPE 1 OR 2 (CMU) (CONC) 3/8" TYPE 1 (CONC) 1/4" MAX. _...� SHIM 1 13/4" TYPE 2 (CONC) SIDE LITE HEAD • , _T 1/4" MAX. SHIM 13/4" MIN. E.D. 3/8" MIN. CONC. ANCHOR, NOTE 1 13/8" MIN. �- -11/4" MAX. SHIM �- 13/4" �`• --1 3/4" MIN. E.D. ?�' . ;. vi ;. '' • ; 1 3/8" TYPE 1 13/4" TYPE 2 d C� 1 /4" MAX. (mss -1 SHIM WOOD A EXT CONC. ANCHOR ANCHOR, ' TYPE 2 OR 3, n NOTE 1 NOTE 1 ID) SIDE_ LITE HEAD (CONC) 1/4" MAX. SHIM I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) . T 13/4' TYPE 2 (CONC) 1 314" MIN. E.D. i i lU CENTERS " "" "'4; T TYPE NOTE 1 13/4" MIN. E.D. .,� 2OR3 r .. EXT. 1X WOOD BUCK, Ti KS! MIN. CMU OR WAD' NOTE 1 , NOTE 2 4 KSI MIN CON^ BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) 3. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 � " CA I �SHI le 1 3/8° MIN. `-2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) ANCHOR, NOTE 1 -NOTE 3 WOOD ANCHOR TYPE 2 CONC. ANCHOR, r OR 3, NOTE 1 A FA NOTE 1 1X WOOD EXT. BUCK, NOTE 2 140 1/4' MAX •; �' CONC , ;' ,. i ,: ; 1 31W TYPE 1 '': •••• ANCHOR ZI .';;• _J 1 3/4" ' ON f •, s = � fi=r 3/8" MIN. CONC. ANCHOR, NOTE 1 13/8" MIN. �- -11/4" MAX. SHIM �- 13/4" �`• --1 3/4" MIN. E.D. ?�' . ;. vi ;. '' • ; 1 3/8" TYPE 1 13/4" TYPE 2 d C� 1 /4" MAX. (mss -1 SHIM WOOD A EXT CONC. ANCHOR ANCHOR, ' TYPE 2 OR 3, n NOTE 1 NOTE 1 ID) SIDE_ LITE HEAD (CONC) 1/4" MAX. SHIM I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) . T 13/4' TYPE 2 (CONC) 1 314" MIN. E.D. i i lU CENTERS " "" "'4; T TYPE NOTE 1 13/4" MIN. E.D. .,� 2OR3 r .. EXT. 1X WOOD BUCK, Ti KS! MIN. CMU OR WAD' NOTE 1 , NOTE 2 4 KSI MIN CON^ BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) 3. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 � " CA I �SHI le 1 3/8° MIN. `-2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) ANCHOR, NOTE 1 -NOTE 3 WOOD ANCHOR TYPE 2 CONC. ANCHOR, r OR 3, NOTE 1 A FA NOTE 1 1X WOOD EXT. BUCK, NOTE 2 140 1/4' MAX 1 318" MIN. IN. E.D. 2X WOOD BUCK, NOTE 2 -' DOOR SILL (CONC) SIDE LITE SILL (WOOD) -114" h SHIM i :• '��' :•, . lr ': A'' •.1.318" TYPE 3.4 KSI MIN. +'•' 9 •'''�" r Y;!' '' 314" TYPE I..-• 13/4" -� MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 31W MIN. (TYPE 1) OR 114" SS4 CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 31W MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2* THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" 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. 10 ,smw4ou„~ ur ANCHORAGE DETAILS FL 84M PO F 84 ALUM. FRENCH DOOR & SIDE UTES, IMPACT WKaM FL 3W4 Barg IN7'S !0 '1 10 11006.1 B 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. MIN. E.D. Approved axcua,rlr:•:'g with the Florida DwAliag Cute P n at* / 2oa MOAN Mb: Prodaat Control sync. -' I � r JJ 2 i R L Cklrk, P.E. PE #3.9!12 stw uw •; �' s : , 1' , ;' ,. i ,: ; 1 31W TYPE 1 '': �' +' -.ip' : 1314" TYPE 2 .';;• _J 1 3/4" 3.4 KSI MIN. CONC. 1 318" MIN. IN. E.D. 2X WOOD BUCK, NOTE 2 -' DOOR SILL (CONC) SIDE LITE SILL (WOOD) -114" h SHIM i :• '��' :•, . lr ': A'' •.1.318" TYPE 3.4 KSI MIN. +'•' 9 •'''�" r Y;!' '' 314" TYPE I..-• 13/4" -� MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 31W MIN. (TYPE 1) OR 114" SS4 CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 31W MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2* THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" 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. 10 ,smw4ou„~ ur ANCHORAGE DETAILS FL 84M PO F 84 ALUM. FRENCH DOOR & SIDE UTES, IMPACT WKaM FL 3W4 Barg IN7'S !0 '1 10 11006.1 B 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. MIN. E.D. Approved axcua,rlr:•:'g with the Florida DwAliag Cute P n at* / 2oa MOAN Mb: Prodaat Control sync. -' I � r JJ 2 i R L Cklrk, P.E. PE #3.9!12 stw uw Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177829 Permit Number: PL -8-12 -1608 Scheduled Inspection Date: March 27, 2013 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: MENDOZA, MARIEDY Work Classification: Pool - Private Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Phone Number Parcel Number 1122320280310 Project: <NONE> Contractor: HL SERVICE & REPAIR INC Phone: (786)210 -8072 comments PLUMBING WORK FOR NEW POOL March 26, 2013 For Inspections please call: (305)762 -4949 Page 2 of 20 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 26, 2013 For Inspections please call: (305)762 -4949 Page 2 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183574 Permit Number: RF -12 -12 -2444 Scheduled Inspection Date: January 30, 2013 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: MENDOZA, MARIEDY Work Classifica ion: Ti /Flat Job Address: 10667 NE 11 Avenue A. Miami Shores, FL 33138 -2120 Phone Number Project: <NONE> Parcel Number 1122320280310 Contractor: ALELUYA ROOFING PLUS CONTRUCTION comments RE-ROOF FLAT AND TILE AND TILE ADDITION INSPECTOR COMMENTS False Phone: (786)234 -8234 January 29, 2013 For Inspections please call: (305)762 -4949 Page 16 of 33 Inspector Comments Passe r Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 29, 2013 For Inspections please call: (305)762 -4949 Page 16 of 33 POOF ..O: UPLIFT TEST EXPERTS Owner's Name: Job Address: Roofing Contractor: Type of Tile: A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION t L it Permit #: Date installed: Approximate Roof Height:' feet Roof Pitch: 4V1� Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: 0�94V,0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED B'f: Jas6A. Martinez P.E. # 031509 A -1 CONSULTING Lab. Certificati''07- 0306.63 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 - Telephone (305)740 -9550 - Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 - SPANISH: Cell (305) 498 -9804 ^ *r` ^ . . NOTICE OF ACCEPTAATCE (NOA) t =) 373-M; FAX (305; 372 -5339 PGT In , hm 1070 Technob► Drive Nom, FL 34275 This NOA is being issued under the applicable rules and z ahmals. The documentation submit has been reviewed governing the use d constca M Division and � by the Board of Rules and A �' 11�amnD� Prad� Comrol other areas where allowed by the p (BORAj to be used m 1 Dade County and Aarthority Having Jurisdictign (Ahdn. This NOA small not be valid after the expiration date stated below. The Miami -D de to have tins WW= Dade Comity) anftr the AM (in awes other than Mami 1 �) eve the n of product or moral tee for perform in the , the manc� will i� oil P or material fail y mmasdiately revoke, a such g and filar AM may reserves .modify, ar suspend the use of such product or material within their urisdictiom BMA Division the t revoke this ice' if it is determine by > Dade Product Cowl product or material fads to meet the requirements of the applicable Wilding code. This product is approved as descn'bed herein, and has been designed to comply with the Florida Buildin Code, including the High Velocity H Zorn, g DFS RWnON: Se&S "Mt-71(r Aim Horl Eger w— LjLL APPROVAL DOCIIIMENT: Drawing No 41V-10, titled "Alum. Ebnzuntal Roller Window, ' sheets l through 11 of 11, dated 0?128J2006 with the latest reevn ion "C" dated 04115nM, prepared by p T Industries, Inc., dated W16-M, sigma and sealed by Robert L- Clark P.E., bearing the A/ hmDade Cantrol Revision stamp with the Nice of Acceptance nub and expiration date by the County Product Control Division. MISSILE IMPACT RATM_* Large Mille and Small lie hqjMj B I ABFAdNG: Each omit shall bear a permanent label with the manuf ictur ees name or logo, city, state and following statement: "Kiami Dade Cou rty Product Control Approved ", unless otherwise noted mein. REWWAL of this NOA shall be cow after a renewal applicatim has beery filed and tie has been no change in the applicable building code negatively affecting the performance of this product. m the RAdMnON of this NOA will occur after the expm b (m date or if there has been a revision or change materials. use, and/or manu&c me of the product or process. Abuse of this NOA as an endmument of 1Y prahrct, for sadm, advertising or any other p strati awmat"Hy gate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NO& ADVERTISEMENT: The NOA number preceded by the words Abp Dade followed by the expiration dale ma be ��Y� Florida, oral displayed. then it shall be dome in its Y�verg litre if any of lire NOA is INSPRCTION: A copy of this entire NOA shall be provided to the user by the mangy or its distribuum and shall be available for motion at the job site at the request of the Building, OfficiaL This NOA revises NOA Na- 06-04W.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval docume=nt nmutioned above. The submitted documentation was reviewed by Mauael parer, P.E. 0-- NOA No 07-0815.09 { Esg�atlan Date: December 21, 2011 Approval Date: Jammq 03, 20th Page 1 A. DRAWINGS 1- Manufacturer's die drawings and sections. 2- Drawing No.4127-10, faded "Alum. Horizontal Roder Window, %pap ", sheets 1 dlmgh 11 of 11, dated 02/28/2006 with the latest revision C. dated 041151207, P by POT Industries, Inc., dated 08114/2007, S ed and pled by Robert L. Clark, P.E. B. TESTS L Test nVorts on: 1) Large Missile Impact Test pea FBC, TAS 201 - -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminnin horizontal sliding window, prepared by %iestration Testing Laboratory, Inc., Test Report No. F I -SM, dated 07/18/20(Y7, signed and sealed by Carlos S. Rionda, P.E. 2- Text reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per MC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with marlw&up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Labmratory, inc., Test Report No. F17.- M, dated 03/08/2006, signed and sealed by Edmwido Largae Rmla, P.E. (Submitted under NOA#O&OM.06) 3• Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressiive Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202_94 4) Large Missile Impact Text per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Fob Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestraation Testing IAborafory, Inc., Test Report No. FTL -4M9, dated 03 /08th, signed and sealed by Fdmmdo Largaespada, P.E. (Submi6d underNOA#06-OM.06) r7tiy4 11 I M11LM 0-Y ACCEPTANCIti: EVIDENCE 7BNII'!°TED C. CALCULATIONS L Anchor Calculations and structural analysis, complying with FBC 2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASIM E1300 -98 and 02 D• QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office MCCO). E. MATERIAL CERTII+iCATIONS L Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DaNemours Notice for `Pant 2. Bu � " dated 01/ 5 120 , expiring on 1211110. Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Sidlu HP a Polyvinyl butryal interlayer for 10=11MUM of gW dated 05/22/M, expiring on 04/14/"8. F. STA1 +' ENTS 1. Statement letter of compliance, and no financial intehest, dated 08/10/ 7, signed and sealed by Robert L. Clark, P.E. 2• Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Tag Laboratory, Inc., elated 07/1812007, signed and pled by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL. 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03M2006, sigh and sealed by Edmundo Lard P.E. (Sabmi*d wt&r1VOM S.06) G. OTHER 1. Notice of Acceptance No. 06.0445.09, issued to PGT Imes, Inc. for their Series "Alum. Horizontal Roller Window, Impac", approved on 12J2112006 and expiring on 1MIM11. 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. SAW 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 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN :090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS MTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. I GLAZING DETAILS............ 2 G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/16" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1184 ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS......,..... 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13/16" LAMI IG: (1) LITE OF 11W 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 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3!164 OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" 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 3/164 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: •OX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA&ES ASTM E 1300 -02. 4. ANCHORAGE: THE 331/3°/" STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED as amplying with the Florida 5. SHUTTERS ARE NOT REQUIRED. "s " "' cock A�r,•�n <.ensa No o O Expiration Date c 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ads Pmdua to ,&7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. on ELCO 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, CL"kt �1)TIOJ�a,INqWINNG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). ti Rowd 8y Rotds mr F K. 4115107 C ADD FTL -5330 W NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. eon 1070 TEfhO IV GENERAL lVO*� Y a F.K. 10117106 B CHANGE 7*0 ASTA9 E 1300 -02 NoKCAYS, FL 34275 mr F.K. 0 nftonv. Date. 5113106 R A� ADD AIR SPACE DIM NOTE 1, TECH. REF. NOTE 7 & NOTE 8. P•0.14aX 1`,29 ALUM. htORIZONTAL ROLLER WINDOW, IMPACT R L. Clam, F.E. Data- r, oats: NOKOAM4, FL 34274 Visibly Better swm: r � " DmVAVNo.4927 -iQ law PE #39712 F.K. 2/28/06 J.J. 3/23106 __ HR710 NTS 9 C Structural F.K. (B�-T � � -", 500 &--q � � "', C56 53 51 21 � 1/2" NOM. GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 9/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/1 6" NOM. 5/16" LAMINATED GLASS 21 50 !Dmllllll, pm.- .: .' 1 aEXTERIOR INTERIOR 55 112" NOM. (ALL SECTIONS) GLASS SITE 51 63,64,65 W' 52 1/80 ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1V ANNEALED OR HEAT STRENGTHENED GLASS 5116" 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 3116" 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 d I t 501 1/2" NOM. GLASS SITE f 72,73,74,75,76,7 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTLA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 114" AIR SPACE 1/8" or 3116" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI C NO CHANGE THIS SHEET m vlsbml 1070 TECHNOLOGY DRIVE B NO CHANGE THIS SHEET NOKOMIS. FL 34278 �xror�v Air ADD AIRSPACE DIM. TO LAMI IG DETAlDETAILS P.O.30X 1528 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS Tift ALUM. HORIZONTAL ROLLER WINDOW, IMPACT set k ftoir shut D reo. Rev HR710 Full 1 2 of 19 1 4127 -10 1 C PRODUCT REVISED W. complying with Use Florida Seildins Cask ADCepwtre No o Expiration Date / SS' uct Di a ade Prod R L. Ckuk. 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 1 HEIGHT 26" 36" 383/811 48" SO S /8" 5-r 60" 63" w" A, B, G, H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 1 +60.0 -60.0 +60.0 -60.0 9" 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 +58.8 -58.8 +56.2 -56.2 106 318" 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 +55.2 -55.2 +52.3 -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 -53.8 +50.91 -50.9 UP TO 111" C, I +60.0 I -6Q.0 UP TO 111" `"J, K, ' K, L I 1 +75.0 I -75.0 I TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A'B'C' G, H, I +60,0 -60.0 TO 86 7116" 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 GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" SQ 518" we 60" 63" 60" A, B,G, H +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 66" A, B, G, H +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 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A, B, G, H +75.0 -75.0 +75.0 1 -75.0 +75.0 1 -75.0 1 +75.0 1 -75.0 +75.0 1 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 Pn ' _ `. 7 r UVISEI3 t1i: tS:)^? ;.yl ;::?• SVilti the Flo[id8 C D E, F, Brildir ,* crude UP TO 74" +75.0 -75.0 I, ivo07 08t5.o9 1,J, K, L !' Ex irton Dntc GLASS TYPES: TEST REPORT FTLAM (XO)), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13116" LAMI IG -1/8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) Dmi B. 5116" LAMI - (1/8" A, .090,1/8" HS) H. 13116" LAMI IG -1/8" OR 3/16 "A, 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8" A, .090,1/8 "HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5116" OR 318" AIRSPACE, 5/16" LAMI - (1/8" HS, .090,1 /8 "HS) D. 7/16" LAMI - (3/16'A, .090, 3/16" A) 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) E. 7/16" LAMI - (3116" A, .090, 3/16" HS) K. 13116" LAMI 1G -1/8" OR 3116 "A, 3116" OR 114" SPACE, 7118" LAMI - (3/16 "A, .090, 3 /16 "HS) ow- F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) 1L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3116" OR 1/4" SPACE, 7/18" LAM] - (3/16 "HS, .090, 3/16 "HS) Raw or. Dat& Rev o F.K. 4115/07 C ADD INTEGRAL FIN OPTION & UPDATEASTM E 1300 -02 DPs DESIGN PRESSURES c� 1070OKOMI , FL 34 DRIVE F K 10117/08 � 8 �� RE1/!SE DP TABLES TO AS TM E 13a�0�{iZ NoKOMIS, FL 34275 '�' 6 F.K. 9113" A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rost L. Clark. P.E. NOKOMIS, FL 34274 Visibly Beater PE #39712 Dteam Data: Aate: 8 No. fib: F.K. ?/28!08 J.J. 3/23108 HR710 HITS 3 ?? 4127 -90 C Structural 27 3/8" 67 M" MAX DLO ALL FIXED LITES, 110" MAX WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9116" MAX. 33 9/16u MAX. DLO FIXED lo� DLO VENT 27 3fir 27 31W MAX DLO MAX. DLO, VENT I FIXED x 0 x 11 - —85 71160 MAX. WIDTH I.F. I 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. f A f D D Flal SEALANT OR GASKET 63"MAX FLANGE AT HEAD AND SILL A FRAME ALL 15 A CONFIG. MAX A . DLO ALL 15 1 I.F. FRAME r REVISED VENTS with WWda 62m MAX. I.F. FRAME Au:.*-':;':ice No 07^-, 10 q92.4 7 X ALL 6 DoW 11 CONFIG. BY hNfiamf ado ad 4r, 111 It Am �t N1 DivAi 'n C --a 1 73" MAX WIDTH I.F. FRAME -A 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO ft*lm- ADD INTEGRA FIN MWE U" 01MENSIONS �M COM-eR 4115107 C CONSTRUCTION DETAIL FROM SHE 6 ft ' lrft�- 1070 TECHNOLOGY DRIVE 10117106 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 tw ' ls;m;7 6/13106 A NO CHANGE THIS SHEET P.O. 8(?X 1529 NOKOMIS, FL 34274 Dab., W6I06 1 J.J. 3/23106 Better 13 ) FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ELEVATIONS M, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT bfbvmoft I scab.- HR710 I NTS 14 1 11 4127- � OW Y/tLcwWAK P. E, PE #39712 shwknlw I r MAX. HEIGHT FLANGE FRAME AI �W INTERIOR (37� f122) MAX. VENT DLO — Imo-- - I-- MAX FIXED DLO ---4 - = MAX. WIDTH (FLANGE FRAM EjQ- ---- -- EXTERIOR 19 SECTION 13-13 (HORIZONTAL SECTION — XOX SHOWN WITH FLANGEQFRAME) I-� MAX. FIXED DLO ---4 MAX. VENT LD O MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME),& 10 TECHNOLOGY L 4 DI21VE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME),& SECTIONS rye: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ;w t "ft wr;7 HR710 Half 5 11 4927 -10 1 C 16 13 MAX. VENT DLO PRODUCT REMISED as cor.A-J -inn with dw Florida B� . C'adc Acc:p=,cc No on Dauc Izz "2001 BY aIk Robert L. Clark, P.E. PE 439712 Structural SECTION C —C Q A (VERTICAL SECTION, FLANGE FRAME) (� pate: Re F.K. 4115107 C ADD INTEGRAL FIN FRAME, I7EA9S 41, 42 AND 43 AND surd 8Y F.K. 10117105 B NO CHANGE THIS SHEET F.K. 5113/08 A NO CHANGE THIS SHEET ;W Mr-- Daim pate F.K. 2128108 J.J 3123108 INTERIOR (37� f122) MAX. VENT DLO — Imo-- - I-- MAX FIXED DLO ---4 - = MAX. WIDTH (FLANGE FRAM EjQ- ---- -- EXTERIOR 19 SECTION 13-13 (HORIZONTAL SECTION — XOX SHOWN WITH FLANGEQFRAME) I-� MAX. FIXED DLO ---4 MAX. VENT LD O MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME),& 10 TECHNOLOGY L 4 DI21VE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME),& SECTIONS rye: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ;w t "ft wr;7 HR710 Half 5 11 4927 -10 1 C 16 13 MAX. VENT DLO PRODUCT REMISED as cor.A-J -inn with dw Florida B� . C'adc Acc:p=,cc No on Dauc Izz "2001 BY aIk Robert L. Clark, P.E. PE 439712 Structural F.K. 4116107 C AD1 J, owe: F.K. 10117106 8 NO Dare: smn� F.K. 5/13106 A AD! ITEMS 41, 42 & 43 CHANGE THIS SHEET SPACE TM DWG'# REVJ DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 13/16" LAMI IG- 1 /8 "A, 318" AIR SPACE, 5116" LAME 1 /8 "HS, .090 PVB,1 /8 "HS SASH STOP (STD.) ANTI LIFT CLIP 6063 - -T5 AL 612244 3 of 13/16" LAMI IG -3/16! A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1 /81, #8 X 3/4 PH. PAN HEAD of 7834AA 4 4053 13/16" LAMI IG -1/8 "A 1/4" AIR SPACE, 7/16" LAMI 3/16 "A .090 PVB, 3/16"A SASH STOP COVER SASH STOP 6063 —T5 AL 13116" LAMI IGI /8 "A,1 /4" AIR SPACFi 7/16" LAMI (3/16"A,.090 PVB, 3/16 "HS 6 4136 13/16" LAMI IG I /8 "A, 114" AIR SPACE, 7116" LAMI 3 /16 "HS, .090 PVB, 3/16"H IRANCEFRAMESUL 0063 -T6 AL 64136 7 4137 13/16" LAMI IG- 3 /16 "A 3/16" AIR SPA 7/16" LAMI (3/16"A,.090 PVB, 3/16 "1 SILL ADAPTOR 6063 - -T6 AL 64137 8 4131 1014 ROLLER TRACK 6063 —T6 AL 64131 10 71298 1630 WEEP HOLE COVER POLYPROP. 71298 12 1626 1631 ADHESIVE OPEN CELL FOAM PAD SCREEN CORNER KEY W /OUT RINGS 7PAD1626 13 4002 A FLANGE FRAME JAMB 6053 —T6 AL 612225 14 4134 1624 GASKET' FOR MAINFRAME SILL JOINT SCREEN SPLINE -. 135 DIA. FOAM 74134W/K 15 1155 1635 1#8 X 1.000 QUAD PN. SMS F�s IN SPLE - .135 DIA. HARD 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 6411OG 17 4054 B PIKED- MEETING RALL 6063RD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X.270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44129N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X.275 67070K 44 LIFT' RAIL COVER CAP 74078 "C" L OR R 41 1 42 4139 4140 I.F. FRAME HEAD I.F. FRAME SILL 6063 -T6 AL 6063 -T6 AL 64139 64140 L 43 50 4141 I.F. FRAME JAMB 6063 —T6 AL CLAZINGSILICONE, DOW 899,9M95 OR LENT 64141 51 1224 VINYLCLAZING BEAD BULB (MCK) 6TP247WX 52 1225 VII VULAZINGBEAD BULB MW 6TP248K 53 4039 B CLAZINGBEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B CLAZINGBEAD - 5116" W/CRILL KIT 6063 —T5 AL 644703 55 4222 A GUZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C CLAZINGBEAD - 7/16" W/C R LL KIT 6063 -T5 AL 6985 59 4067 CLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 (LAS 5/16" LAMI 1/8" A,.090 PVB, 1/8" A 61 5116" LAME 1/8" A,.090 PVB, 1/81, HS 62 it 5 /I6" LAME 1 /8" HS, .090 PVB, 1/8!' HS 63 of 7/16" LAMI 3/16" A, .090 PVB, 3/16" A 64 to 7/16" LAME 3/16" A, .090 PVB, 3/16" HS 65 to 7/16" LAME (3/16" HS, .090 PVB, 3/16" HS) F.K. 4116107 C AD1 J, owe: F.K. 10117106 8 NO Dare: smn� F.K. 5/13106 A AD! ITEMS 41, 42 & 43 CHANGE THIS SHEET SPACE TM DWG PMJ DESCRIPTION MAIL PGO 66 CLASS 13/16" LAMI IGI /8 "A, 3/8 "AIR SPACE, 5 /16" IAMI 1/8 "A .090 PVB,1 /8 "A 67 It 13/16" LAMI IG I /8 "A, 3/8" AIR SPACE, 5/16" LAMI (I/8 "A,.090 PVB,1 /8 "HS 68 to 13/16" LAMI IG- 1 /8 "A, 318" AIR SPACE, 5116" LAME 1 /8 "HS, .090 PVB,1 /8 "HS 69 of 113/16" LAME IG•3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI 1 /8"A, .090 PVB, 1/8"A) 70 of 13/16" LAMI IG -3/16! A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1 /81, 71 of 13/16" LAMI IG- 3/16"A, 5/16" AIRSPACE 5116" LAMI 1 /8 "HS, .090PVB,1 /8 "H 72 it 13/16" LAMI IG -1/8 "A 1/4" AIR SPACE, 7/16" LAMI 3/16 "A .090 PVB, 3/16"A 73 " 13116" LAMI IGI /8 "A,1 /4" AIR SPACFi 7/16" LAMI (3/16"A,.090 PVB, 3/16 "HS 74 13/16" LAMI IG I /8 "A, 114" AIR SPACE, 7116" LAMI 3 /16 "HS, .090 PVB, 3/16"H 75 13116" LAMI IG- 3/16 "A, 3116" AIR SPACE, 7/16" LAME (3/16 "A, .090 PVB, 3116 ") 76 13/16" LAMI IG- 3 /16 "A 3/16" AIR SPA 7/16" LAMI (3/16"A,.090 PVB, 3/16 "1 77 13116" 1AM1 IG-3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI 3/16 "HS, .090 PVB, 3/16" 90 1014 SCREEN FRAME (HOP, &)T4) 3105 H14 AL 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 1 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -. 135 DIA. FOAM EM PVC 95 1635 F�s IN SPLE - .135 DIA. HARD EM PVC 96 r•r err 2.784 .082 1.988 (4� 3 I.F. FRAME JAMB ® #4141,6083 -T6 1070 TECHNOLOGY QRIVE NOKOMIS, FL 34275 77. P.O. BOX 1528 NOKOMIS, FL 34274 1 Visibly BetWr II v .osa (41) I.F. FRAME HEAD ® #4138, W63-TS 42 3.152 !-a 2.710 —+■ I.F. FRAME SILL #4140,6063 -T6 PARTS LIST taw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I NTS 1 6 -, 11 _ _1 412710 j C PRODUCT REVISED as complying with die Florian Building Code Acceptance No O Expiration Date # BY ade u"t Div' A L. Clark, P.E. PE 1139712 Structural 1.733 .L� �-2.71G-----� 1, 73 1.122 FLANGE FRAME HEAD #4102A, 6063 -T6 —�Ih* -062 .490_ O SASH STOP #4025,6063-T5 .062 1.183 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 .050 .678 1.0 GLAZING BEAD, 5/16" #404413, 6063 -T5 (USED W/ GRILL KIT) C I NO CHANGE THIS SHEET B A { --2.71 --+-) FLANGE FRAME SILL :J #4136.6063-T6 .061 .437 r7.46 HORIZ. ROLLER TRACK #4131,6063 -T6 1.081 �•+-- 32 SASH MTG. RAIL #4006D,6063HS -T6 E.050 i .618 1.096 --I . —I T 55 GLAZING BEAD 7/16" #4222A,6063 -T5 V TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 15m NOKOIAIS. FL 34274 52 1.187 �-- 3. FRAME SILL ADAPTER #4137,6063-T6 8�1. .062 1+1.403- 17 FIXED MEETING RAIL #4054B, 6063RD -T6 2. 26 .06 1.291.4 37 SASH SIDE RAIL #4126,6063-T5 .050.678 1.11 T 56 GLAZING BEAD, 7/16" #9=. 6063 -T5 (USED W/ GRILL KIT) EXTRUSIONS ,513 L, .� .738 �t-1.443-� SASH STOP COVER #4053, 6063 -T5 2.784 1.363 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063 -T6 678 53 GLAZING BEA ,5/16" #40398, 606345 i .683 —1-- ---- � 1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sown v Better HR7117 Half 1 T of 11 4127 - -90 (; PRODUCT REVISED as complying with the Florida Building Code Acwptanco No O Expiration Date BY N ado Product Robart L. Clark, P.E. PE #39712 Strucdurai ANCHOR QUANTMES, XOX 114 -1/2 -114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD Z CONC 1, CONC 1 -1 /4" ELCO TAPCONS 2 -1/4- ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) & SUBSTRATE ES ZDNES ZONES ZONES ZONES ZONES - co cn m co cn 2. GLASS TYPES: WINDOW SIZE HEAD &SILL g HEAD & SILL 2 29 Im HEAD & SILL HEAD & SILL g HEAD & SILL 2 HEAD & SILL m A. 5116" LAMI - (118" A,.090,1/8" A) W y H -Q, ; ' S. 5/16" LAMI - (1/8" A,.090, IV HS) 53.126x 38.375 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2+1 21 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5116" LAMI - (1/8- HS,.090, 1/8' HS) D. 7/16" LAMI - (3/16" &.090, 3/16" A) 48.000 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. 7116 - LAMI - (3/16" A,.090, 3/16" HS) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1tC2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG- 1180 OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118- A,.090, IV A) 54.000 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. 13116" LAMI IG -1/8" OR 3/16"A, 5116" OR 3/8" SPACE, 5/16" LAN - (118" &.090,1/8" HS) 60.000 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. 13/16" LAMI IG -1/88 OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" HS,.090, 1/8- HS) J. 13/16" LAMI IG -1/8" OR 3116"A, 3116" OR 1/4- SPACE, 7116- LAMI - (3/16 - A,.090, 3/16- A) 63.000 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 K. 13/16" LAMI IG -1 /8" OR 3/16"A. 3116" OR 1/4- SPACE, 7/16- LAMI - (3/16" A,.090, 3/1(" HS) 60.000x 38.375 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 IG - 118" OR 3/16"A. 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16- HS,.090, 3/16- HS) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 31 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 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1 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. 54.000 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 HEAD & SILL: 101/2- MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 6D.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +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. 63.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C 2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3+1 3 TABLE KEY• 74.000x 38.375 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 +C2 +1 2 1 +C2 +2 +C2+1 2 X O X 48.000 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 1 +C2 +2 +C2 +1 3 1+C3 +4 +C3+1 3 --ANCHOR QUANTITY PER JAMB 50.625 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 +C2 +2 +C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +C2 +2+C 2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +2+C2 +1 3 1 +C1 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 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 ANCHOR AT EACH OPERABLE VENT 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3+1 3 1 +C2 +2+C2 +1 3 1 +C3+2 +C 3+1 3 PLUS (4) ANCHORS AT FIXED SECTION, 84,000 x 38.375 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 +C2 +1 2 1 +C2 +3+C 2 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.E 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 00.625 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3+1 3 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 3 25 314- max. 00.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3+1 3 1 +C2+2 +C2 +1 3 1 +C4 +3+C4 +1 3 f-�-3- MIN. 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C.4+1 3 9' REF. X O DX 106.376x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+C2+1 2 1 +C2 +3+C2 +1 2 1 +C2 +4 +C2 +1 2 48.000 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C 3+1 3 1 +C 3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3+4+C 3 +1 3 P&tv]7t ±t:'3 °:LVISED MTG. RAIL, TYP. 03 ci;n1pi r>ng Mth the Florida 50.625 1 +C2 +3+C 2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3+1 311+03+3+C3+1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4+C3+1 3 Luz - ":;. vgdlc EXAMPLE CLUSTER W/ QTY, OF (3) ANCHORS Ar-ce;,M=.ce A10 a ,oq 54.000 1 +C3+3+C3+1 3 1 +C2 +2 +C2 +1 3 1 +C33+3 +C3 +1 31 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3+1 3 1 +C4 +4 +C4+1 3 (SHOWN IN TABLE KEY ABOVE) Expiraion / 60.000 1 +C3+3+C3+1 3 1 +C2 +2+C2 +1 3 1 +C4 +3+C4 +1 3 1 +C4 +3 +CA+1 4 1 +C3 +3 +C3+1 3 1 +C4 +4+C4 +1 3 ay 63.000 1 +C3 +3+C 3+1 3 1 +C2 +2 +C2+1 3 1 +C4+3+C.4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 3 1 +C5+4 +C5+1 3 25 3/4" MAX. product coo 111.E x 38.375 1 +C2 +3 +C2 +1 2 1 +C2+2 +C2 +1 2 1 +C2 +3•+�C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3+C2 +1 2 1 +C2 +4 +C2 +1 2 1 1i2- TYP. I---3" MIN, 48.000 1 +C ;2 +3+02+1 3 1 +C2 +2+C2 +1 3 1 +G3+3 +C3 +1 3 1+03+3 +p +1 3 1 +C2 +3 +C2+1 3 1 +C3 +4 +C.3+1 3 9" REF. X O X 50.625 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 +C3 +1 3 1 +C3 +4+C3+1 3 54.000 1 +C3 +3+C3 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 311+04+4+04+1 3 60.000 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +04 +1 3 1 +C4 +3+C4 +1 4 1 +C3 +3+1 311+04+4+04+1 3 MTG. RAIL, TYP. 63.000 1 +C3+3+C3 +1 3 1 +C2+2 +C2 +1 3 1 +C4+3+C4 +1 31 1 +C4+3 +C:4 +1 4 1 +CA +3 +C4 +1 3 I 1+�C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revaeey Dae: F.IG 411507 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX 9/4- i/� 9I4 A/6: � F.K 90197106 B REVISE ANCHORAGE FORMAT, HEAD S SILL CLUSTERS NOKOMIS, FL 34275 F.K. 5193106 A ADD SPACE DIMENSIONS (;LASS TYPES G THRU L. P.O. eox 1629 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rat�rt L. Clan, P.E. Dee Dare, NOKOMIS, FL 34274 Visibly Better s °iaM OM. Aw PE #38712 F.K. 2126/08 J.J. 3/2310 6 HR710 NT3 8 of 11 4927 -90 C E #3971 WCHOR TYPE & SUBSTRATE WINDOW SITE W v H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 60.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 64.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.376 48.000 50.625 54.000 60.000 63.000 2,3, WOOD 2, CONC ZONES ZONES U) HEAD & SILL � HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1+C2 +1 11 +C2+1+C2 +1 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 1+ +�C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2- +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1. 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1, CONC HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 11 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +��.�,_ 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +q+1 1 +C2 +1 +C2 +1 1 +C2 1+ +C2 +1 +1 1 +C2 1+ +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 1 +C3 +1 +C3+1 1 +C2�+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 1 +C3+1 +C3+1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +11 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 1 +C3+1 +C3 +1 1 +C3 +1 +C3+1 GLASS y HEAD & SILL HEAD & SILL 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2+1 +C2+1 1 +C2+1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 1 +C3 +1 +C3+1 1+C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3+1 +C3 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3+1 +C3 +1 1 +C3+1 +C3 +1 F.K. 1 4/15107 1 C I UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAR F:k 1 10117108 1 R B REVISEANCHORAGE FORMAT. HEAD & SILL CLUSTERS f F.K. 1 5113106 1 A I ADD SPACE DIMENSIONS GLASS TYPES G THRU L. I 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2�1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1' 1 +C2+ 1 +C2 +1 j 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3+1 +C3 +1 1 +C2 +11 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3+1 +C3 +1 F,I,J,K, L ZONES HEAD & SILL Q 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 +C3+1 +C3+1 3 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 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3 +1 +C3+1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1 1 +C3+1 +C3+1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C3+1 +C3+1 1 +C3+1+C3+1 +C3+1 1 +C3+1 +C3+1 1 +C2- +1+�C2+1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1, 1 +C3 +1 +C3+1 1 +C4 +1 +C4 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 1 +C4 +1+C4 +1 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118" A..090,1/8" A) B. 5/16" LAMI - (118" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8' HS) D. 7/16" LAM[ - (3116" A..090,3/16- A) E. 7/16" LAMI - (3/16" A,.090, 3116" HS) F. 7/16" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG -118" OR 3/16" A. 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A..090, 11W A) H. 13116" LAMI IG -118" OR 3116"A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) L 13116" LAMI IG- 1/8" OR 3116-A. 5116" OR 3/8" SPACE, 5/16" LAM) - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A, 3116" OR 1/4" SPACE, 7116" LAMI - (3116" A,.090, 3116" A) K. 13116" 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. 13116" LAMI IG -1/8" OR 3/16"A, 3/16" OR 114" SPACE, 7116" LAMI - (3/16" HS,.090, 3116" 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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O X 1 +C3+1+C3 +1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES 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) 25 314" MAX. --1 1-•--3" MIN. 9" REF' X O X T MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 314" MAX. 1/2" TYP. I -+--3" MIN. 9" REF. X O X - - - MTG. RAIL, TYP. --t EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 0 TECHNOLOGY DRIVE luuy= NOKCMI3, FL 34278 P.C. BOX 1528 NOKONSf, FL 34274 V&ibly Better D ANCHORAGE SPACING, XOX (113-113- ALUM. HORIZONTAL ROLLER WINDOW. IMPACT HR710 NTS 1 9 d 11 1 4127-10 E C PRODUCT REVISED as complying with the Florida Buildi:,g Codc AccepaaRCC No 07-091S.01 Expiratson Date oft B A Dada Product ion jo� , X49!- 1/° -07 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR 'TYPE 2,3, WOOD 2, CONIC 1, CONIC 2,3, WOOD 2, CONIC 1, CONIC 1 -19" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (G5) S SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: WINDOW Sim in m m m e� ® .cm� -Ji m A. 5/16" LAMI - (1/8" A,.090,1/8" A) m m 2 ui m 2 co w 2 S. 5/16° LAMI - (1/8" A,.090 1/8" HS) W v H °6 °S -� _ °8 _ °d � :c ��, _ C. 5/16" LAMI - (118" HS,.090,1/8" HS) 37000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +102 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. 7116" LAM[ - (3/16" A,.090, 311W A) E. 7/16" LAMI - (3116- A,.090, 3116" HS) 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +102 +1 3 1 +C2 +1 3 F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +102 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. 13116" LAMI IG -1/8" OR 3116"A, 5/16" OR 31W SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) H. 13/160 LAMI IG -1/8" OR 3/16"A. 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090,118- HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 1 +C2 +1 3 1 +102 +1 3 1 +C2 +1 3 1 +C2 +1 3 1. 13/18" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/18" LAMI - (1/8" HS,.090,1/8" HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 J. 13116" LAMI IG - 118" OR 3116" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3116- 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 - (3116 - A,.090, 3/16- HS) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3 +1 3 L. 13/16" LAMI IG -118" OR 3116" A, 3/16- OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+ C2+ 1 3 1+C2+1 3 1+C3+1 3 1 +C2+ 1 3 1 +C2+ 1 3 1 +C3+ 1. 3 HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54,000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 18 3/4" MAX. FROM CORNERS. 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY; O X 53.125 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1. 2 1 +C2 +1 2 2+C3 +2 3 -♦- - ANCHOR QUANTITY PER JAMB 48.000 1 +C2+ 1 3 1 +C2+ 1 3 1 +C3+ 1 3 1 +C2+ 1 3 1 +C2+ 1 3 1+ C3+ 1 3 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 60.000 1 +C3 +1 4 1 +C2 +1 3 1 +103 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +103 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4+1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 (3- MIN. O.C. ANCHOR SPACING) 50.625 i +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1$ 3%4" MAX 54.000 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 �-3" MIN. 60.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 9" REF. 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4. +2 4 X O 66.000 x 38.375 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 MTG. RAIL PROlwcx r,t�rasSla 48.000 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 as con, Nwith the Fkaida BuSldit Cow 50.625 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +03 +2 4 1 +C2 +1 3 2 +C3 +2 3 _EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acccptw=No -0 15,07 54.000 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 4 (SHOWN IN TABLE KEY ABOVE) IlViration c rr 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 sy acts+ Product 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 18 3/4" MAX. nl . ion 74.000 x 38.375 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 j 1 1 /2- TYP. .L_ I-+-3- MIN. 48.000 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 9" REF. 50.625 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 T X O 54.000 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 60.000 2 +C3 +2 4 1 +C3 +1 32+C4+2 4 2 +C3 +2 5 2 +C3 +2 3 2 +104 +2 4 MTG. RAIL 63.000 12+C3+21 4 1 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 12+C4+21 51 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ftw B: F.K. 4195107 C CHG.TA6lE # TO 6 B SELECT VALUES DUE TOANCNOR CAP 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, OX AND XO WINDOWS F.K 10117108 B REVISEANCHORAGE FORMAT, HEAD 4 SILL CLUSTERS NOKOMIS, FL 34275 "UT Vw F. 5113106 5113106 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. P.C. Sox Ifin ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. ay, psis; 010-1 NOKOMIS, FL 34274 Visibly Better -' �'" PE #39712 F.K. ,✓28/08 J.J. 3/23106 HR790 NTS 10 -f 11 4927 -90 ( Stnatural A A MIN. 3.4 KSI , CONCRETE 1x WOOD BUCK, NOTE 3 —1 3/4' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 % . o NOTE 1 A CONCRETE ANCHOR, NOTE 1 q � 1/4" MAX SHIM DETAIL A WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS -114- MAX. SHIM 13.1/8" MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 —1 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM --I I CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO 13/8" A TAPCONS EMBEDED 1318" MIN. OR 1/4" S84 CRETE -FLEX EMBEDED 1 3/4" MIN., MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE 412 STEEL SCREWS (G5) OR 114" 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 1/4' THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD SHIM 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. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER L11/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT. ITION. (1.5 KSI CMU) T. OR PER NOTE 1 A (31.4 KSI CONCRETE) 1 s ; 13/4" EXTERIOR INTERIOR MIN. E.D (H 8 SILL DETAILS A, B, C, D, & H) TYP. 1 x WOOD BUCK, NOTE 3 -J DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A MIN. 3.4 KSI CONCRETE A 1/4" MAX. SHIM ;.'NOTE I& 1 3/4" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE DETAIL D A 3 TYPICAL FLANGE FRAME SILL SECTIONS REVW C ADD IF FRAMP !!Hr 1VnTC a rn run nn innsa.r ,..., ft IN OR SEE NAILINi TERI (JAMB DETAILS E, F S 1) EXTERIOR N5 WOOD ANCHOR, NOTE 2 1/4" MAX. SHI -1 IN. AKIN. A ^ F.K. 1 10197108 1 8 I REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES I A SEE NAILING DETAIL H. (HEAD NAILING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND S' O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL)A DETAIL I (JAMB TYPICAL INTEGRAL FIN FRAME SECTIONS _ ro TECHNOLOGY DwvE � ANCHORAGE DETAILS NOKOMIS, FL 34275 P.O. Box 1525 --- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better o ne. aar HR710 Half 1 11 of 11 4127 -10 C C, : Florida Ex / ratio Data ll BY ARt ade Product /RaberlotoL. % Clark, P.E. PE #39712 Structural