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RC-12-95Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168970 Scheduled Inspection Date: March 04, 2013 Inspector: Bruhn, Norman Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Number: RC4' 12 -95 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments (i6 March 04, 2013 For Inspections please call: (305)762 -4949 Page 3 of 32 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: Square Footage Description of Work NONE Date Issued Occupancy R-3 Load 673 SQ FT Occupancy Type Not Transferable POST IN A CONSPICUOUS PLACE 10 tk a Miami Shores Village Building Department 5) e ) IA (, ,i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 NN Y Tel: (305) 795.2204 Fax: (305) 756.8972 2 1 so t ! (�, 4L. INSPECTION'S PHONE NUMBER: (305) 762.4949 ` �/► �/nil 4 � Permit No. 1 Z— 95 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 RECEIVED JAN 2 Q C01 BY Permit Type: i i UILDING`- ROOFING OWNER: Name (Fee Simple Titleholder): /1,144-g k' �L��,�' Phone #: E' ' q q"3 - 7712 Address: '1r City: ALA/ Tenant/Lessee Name: Phone#: Email: //4) co' 4i JOB ADDRESS: 3 AG City: Miami Shores County: Miami Dade Zip: 33/ Folio/Parcel #: / /r3 t 6 - 0/3 -5080 Is the Building Historically Designated: Yes NO Flood Zone: State: PL. Zip: 33/36 CONTRACTOR: Company Name: Pe3 C" x ?7c , c.egp Address: -O AJ 9 City: A/ /4A1/ State: PZ Qualifier Name: ,0a- jZ/6UE% State Certification or Registration #: 6S-C-45-1160,5-0q Phone#: - 75-2-5 /2-g zip: J3/30 Phone#: - 00(6S Certificate of Competency #: Contact Phone#: 345" 36/- O5 Email Address: GA-660 - e/ .770A e-0,i DESIGNER: Architect/Engineer: A 0 f *5$06-/A7Z 3 �, /.A , Phone#: 305 30-.5-03(..) Valve of Work for this Permit: $ s Square/Linear Footage of Work: 27.3 SF Type of Work: °Addition leAlteration Description of Work: A-t `77 245 by c: Of: °New URepair/Replace °Demolition _Lieu c eer - bra /c /Ai L/ ®,- , ,e *, * ** ,;..\ * * * * ** * **** ***** **** ***** *F s* **** **+ x**** ****** ************* * **** ** *** *** Submittal Fee $ 1 _' f Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double F e e $ Structural Review $g b '( D $ 16 d TOTAL FEE NOW DUE $ f/ 192-00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore: s ing instrument was acknowledged before me this 1 day of ; P.eAw , 20 � L by (M04-r' re r who is rsonall v known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp **** * ** *** ** *** # *& APPROVED BY s: ..�,,,o. JUDITH J. LOFFREDO e° Y'e'c% Notary Public - State of Florida 1. A a My Comm. Expires Sep 9, 2012 < J $a Q Boriteilfirougraitintitrali _ - -��- (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) or The foregoing instrument was acknowledged before me this 13 day of IA, by CCLb(1 J i?Odo rz, , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ISABEL CAMEJO -SMITH tOlMY COMMISSION # DD982630 p, EXPIRES: June 14, 2014 i sn- s Y FL Notary Discount Assoc. Ca *+ k********** dc**** *********sls * ***** %k**H *** ****** sk *sk*** Plans Examiner Structural Review /t Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1-e- 12---415 S TAX FOLIO NO. 1( -3204,-- 013-5 7080 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 111111111111111111111111111111111 111111111111 CFN 2012R0316096 OR 0k 28097 Ps 27231 (11,$) RECORDED 05/03/2012 16:00 :44 HARVEY RUVIIV, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 1g t a. kZ- ea . Leff /`37 131h. _3 � HIAA4.1 SJ-109S SEc- ( MO; i0i f'G 40 2. Description of improvement I, _ N Covaeab ireizEAGE, Aim SAC. ri A/M JNL1 ZP !AC AfsA.vbetuwb. deb .. 7 7 1AAJ,E� . 3. Owner(s) name and address: Interest in property: Ai • Name and address of fee simple titleholder MA1- . 9 fi*'a . T MiA 1+41 331 4. Contractor's name, address and phone number: � N� N/A/74/ , Gl. 331315 J (.32c-957-S/21 5. Surety: (Payment bond required by owljer from contractor, if any) Name, address and ph ne number. Al A Amount of bond $ N/A / 6. Lender's name and address: '1 _:__ w:.,r 14, , 7. Persons within the State of Florida designated by Owner upon whom notices or ether documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. NIA st.'7'.f ' •AAA f 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. Ri /A; 9. Expiration date of this Notice of Commencement (1‘;114 expiration date Is 1 year from the dale of receding unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDERED 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 INSPECT1ON. 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) oz„Owrter(uthorized Prepared By cI r YY Print Name M4 L ` 12v.�f(1 Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 2 L day of By NI tc-f' 1, 19(1• t�. O individually, or U as for ❑ Personally known, or %produced the following type of 'dentin Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated hr it are true, to the best of my knowledge and belief. oaf moo, is or/Partner/Manager Prepared By Print Name Title/Office Signature(s) of Owners) or BY 133.01 -52 PAGE 3 3/10 s)'s Authorized Officer/Director/Partner/Manager who signed above: )\ By STATE OF FLORIDA, COUNTY OF DADE HERENCERTIFYIhetibisiseinecoprolitte aigineiNathedsoNioeor► ,,,,.dayd TIDY 0 3 2012 M1P SSi A7yhanOond - . swat. WIND � ; ' dCiruNsid Cooly auk 3 QC. TANASHIA ARNOLD 1144 DAVID A. DACQ UISTO, AICP PLANNING & ZONING DIRECTOR Miami S4oNe3 V'// �e 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DACQUISTOD @MIAMISHORESVILLAGE. COM DEVELOPMENT ORDER File Number: PZ- 6- 11- 2011247 Property Address: 349 NE 102nd Street Owner /Applicant: Mark Terry Address: 349 NE 102nd Street, Miami Shores FL 33138 Whereas, the applicant Mark Terry (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and IV of Appendix A Zoning, Special site plan review and approval for garage conversion to office. Whereas, a public hearing was held on July 28, 2011 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is for a 220 square foot garage conversion to a den/office. 2) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit, if necessary. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to meet all applicable code provisions at the time of permitting. 5) Applicant to provide parking for two (2) vehicles on the plot. 6) Applicant to create a landscape strip of not less than five (5) feet between the converted garage and the driveway. DO PZ -6 -1 1- 20 1 1 247 Terry Page 1 of 2 7) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. 9) Hard surface and parking in the swale to be brought into compliance with current zoning code prior to the final inspection by the Building Official. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 28th day of July, 2011 by the Planning and Zoning Board as follows: Mr. Abramitis Mr. Busta Mr. Reese Mr. Madsen Chairman Fernandez Yes Yes Absent Yes Yes Date Date ' Richard M. Fernandez DO PZ -6 -11- 2011247 Terry Chair, Planning Board Page 2 of 2 PERMIT #: `I CX 15 AVI7-7-9/1/ Contractor o Owner o Architect M iami Shores V lllage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT Picked up 2 sets of plans and (other) 9°1 IML 10 Address: S KAP U 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 Dep., rt�£ nt to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 1-1 ON PERMIT CLERK INITIAL: -eSA AA26001388 February 15, 2012 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Responses to Building Comments Permit Number. RC- 1 -12 -95 Address: 309 NE 102nd Street A. Building Critique: • l)• 2), 5), & 16): By General Contractor: • 6): New Energy Calculation submitted showing R -5 for the wall insulation; • For numbers 7) thru 14): Please see sheet S-1; • 15): Note describes drywall furring for existing eave found inside the enclosed space; • 17): Please see sheet A -4; stair to have three risers, 6-1/2" high B. Zoning: • Identify additional parking on the plan: Please sheet A -1 for required two off - street parking spaces (front & rear of the property). Rear parking space is identified within the dimension line with the word "parking ". C. Structural: • Steps: Please see sheet A -4; • 24" footings: See sheet S -1; • Soil statement: See sheet S.1 S ncer ly, J. Bruce A..A.I LEED R AP President & Architect AR-0017103 A &I associates, Inc. 370 NE 101st Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net Permit No: 12 -95 Job Name: May 15, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide corrections for plumbing and zoning. 2) Provide separate permits for the fence, water main moving and septic system. Plan review is not complete, when all items above are corrected, we will do a compete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)758 -8972 Folio Number:1132060135080 Owner's Name: MARK TERRY Job Address: 349 102 Street Miami Shores, FL 33138- Owner's Phone: (786)443 -7720 Total Square Feet: 673 Total Job Valuation: $ 32,000.00 Contractor(s) PP3 CONSTRUCTION CORP Phone (305)389 -0065 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/18/2012 : Yes Comments: PLEASE IDENTIFY THE ADDITIONAL PARKING ON THE PLAN PLEASE SUBMIT A SEPARATE BUILDING PERMIT FOR THE REAR DRIVEWAY /PARKING SPACE 5/9/12 PLAN SHOWS A PARKING PAD AT THE REAR AND APPLICATION SAYS RIBBONS, PLEASE SEE THAT PLANS AND APPLICATION MATCH. 5/18/12 NEW PLAN OK Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060135080 Owner's Name: MARK TERRY Job Address: 349 102 Street Miami Shores, FL 33138- Owner's Phone: (786)443 -7720 Total Square Feet: 673 Total Job Valuation: $ 32,000.00 Contractor(s) PP3 CONSTRUCTION CORP Phone (305)389 -0065 Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: No Date Denied: 1/20/2012 Comments: PLEASE IDENTIFY THE ADDITIONAL PARKING ON THE PLAN PLEASE SUBMIT A SEPARATE BUILDING PERMIT FOR THE REAR DRIVEWAY /PARKING SPACE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, FlCirida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. fe.- I)-fr Job Name PLUMBING CRITIQUE SHEET Wvtlaml Shores Village Building Iding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.l •� Job Nam eier,, Date i' STRUCTURAL CRITIQUE Q SHEET Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: r� - . DATE: 1' 3-/2- 1,vg‘ivz, - 00i / contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village B ' . in • Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: IVI iami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #FCI2-- p�, 95 DATE: --f-e--40 �/CJ IZ'it— ❑ Contractor ❑ Owner ❑ Architec IDA ed up 2 sets o lqg /0913 C Z 'C GN ceep 40 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 5 PERMIT CLERK INITIAL: dtS Fp(o� uz /ul /ZU1Z lY:ztt FAA 1 800 685 7530 DATA SCAN FIELD SERVICES X1001 * * * * * * * * * * * * * * * * * ** ** * ** TX REPORT * ** * * * * * * * * * * * ** * * * * * * ** TRANSMISSION OK TX /RX NO 2198 RECIPIENT ADDRESS 93057598118 DESTINATION ID ST. TIME 02/01 17:27 TIME USE 00'48 PAGES SENT 4 RESULT OK Permit No: 12 -95 Job Name: January 30, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade County Health Dept. (DOH /HRS) 2) Provide receipt from Miami Dade County Planning and Zoning for impact fees. 3) Provide all permit applications prior to any further review. 4) Provide corrections for plumbing, structural and zoning. 5) Provide separate permits for the fence, driveway, water main moving and septic system. 6) The energy calculations must have minimum F5 for the walls. 7) Identify the existing foundations that will be utilized. 8) Provide the soil bearing capacity through testing or rationalanalysis. 9) 2 new columns are not identified. 10) 2 columns are labeled as 19"x 12" but that size does not match the plan. 11) The minimum tie beam reinforcement is 4 #5. Provide complete structural calculations for the foundation through the roof. 12) The wall sections and the schedules do not match. WF24 requires 3 bars minimum. 13) Identify the pitch of the existing roof. 1/11 in 12" is required minimum. 14) Identify the existing roof structure components and how the joists will be attached to the new wall. The existing structure must comply with the FBC to comply with this change or be brought into compliance. 15) Remove construction notes that do not pertain to this job or identify the locaticn of work. #15 does not make any sense. 16) Provide a mullion product approval. All product approvals must be reviewed and signed approved by the designer of record. 17) Handrails are required at steps. Permit No: 12 -95 Job Name: January 30, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Provide approval from Miami Dade County Health Dept. (DOH /HRS) rovide receipt from Miami Dade County Planning and Zoning for impact fees. Provide all permit applications prior to any further review. 4Pj rovide corrections for plumbing, structural anddzonin%. rovide separate permits for the fence, driveway, wad main moving and septic system. The energy calculations must have minimum r -5 for the walls. Ide tify the existing foundations that will be utilized. levide the soil bearing capacity through testing or rational analysis. new columns are not identified. ) columns are labeled as 19"x 12" but that size does not match the plan. h9 minimum tie beam reinforcement is 4 #5. Provide complete structural calculations for foundation through the roof. he wall sections and the schedules do not match. WF24 requires 3 bars minimum. entify the pitch of the existing roof. %" in 12" is required minimum. 101 Identify the existing roof structure components and how the joists will be attached to the ew wall. The existing structure must comply with the FBC to comply with this change or be brought into compliance. 1 ) Remove construction notes that do not pertain to this job or identify the locatim of work. #15 does not make any sense. ) Provide a mullion product approval. All product approvals must be reviewed and signed approved by the designer of record. ) Handrails are required at steps. Nay "-11`" .eI Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Re( c.3( 1Y 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060135080 Owner's Name: MARK TERRY Job Address: 349 102 Street Miami Shores, FL 33138- Owner's Phone: (786)443 -7720 Total Square Feet: 673 Total Job Valuation: $ 32,000.00 Contractor(s) PP3 CONSTRUCTION CORP Phone (305)389 -0065 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No - Date Denied: 5/9/2012 Comments: PLEASE IDENTIFY THE ADDITIONAL PARKING ON THE PLAN PLEASE SUBMIT A SEPARATE BUILDING PERMIT FOR THE REAR DRIVEWAY /PAR'KING SPACE 5/9/12 PLAN SHOWS A PARKING PAD AT THE REAR AND APPLICATION SAYS RIBBONS, PLEASE SEE THAT PLANS AND APPLICATION MATCH. PERMIT # r2 2 .- CIS CONTRACTOR: R3 core[ )U'`J r 2012_ SUBMITTAL DATE: A-Q ADDRESS: ; LIcl ._ \ NAME: i Z --(7--$2---' RESUBMITAL DATES: PROJECT TYPE: Z' j 'a`` 04// / 0 i' J 0rD - (i/ ZONING d2/ JJ C /CUM FIRE At J. ..� i 40,4 Pa. TRUCTU *AM IMPACT ES /CIA 57Z-- ELECTRICAL ELECTRICAL 2'9 °7"-14.772" HRS/DER (pk lc -4--)---- PLUMBING g,evi a t7-2-3 2_.NOC \ \tip \v MECHANICAL BLDG ,// k Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186061 Permit Number: RC- 1 -12 -95 Scheduled Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE Infractio Passed Comments INSPECTOR COMMENTS False Passed ;_12///3 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 19, 2013 For Inspections please call: (305)762 -4949 Page 31 of 38 • 37.50' 10' • • CONC. 37.50' NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL IU 27.60' \ ! /" CONC. � r � '`,� X1.30' �• o `\ 3 ENCR 00 • O 25 00.„. N. :'.:` : 114.90'(R &M) C.L.F. a: N ABBREVIATIONS: SINK= SIDEW4LK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINKFENCE, PL= PROPERTY UNE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F=FOUND. A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H =DRILLED HOLE, W/F= VvOODEN FENCE, RES =RESIDENCE, CL- CLEAR, RB =REBAR UE= UTILITY EASEMENT. CONC = CONCRETE SLAB. Rr RIGHT OF WAY, DE= DRAINAGE EASEMENT, CR= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED. R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE= FINISH FLOOR ELEVATION, O /S= OFFSET, P/P= POVvER POLE, OHP= OVERHEAD POWERLINE, WM =WA TER METER MASONRY NRYWALL= 1 I 1 I I I I 1 ELEVATION BASED ON LOC. # 3100 CONCRETE= CBM# N--397 ELV. 9.80' MAINTENANCE &DRAINAGEEASEMENT= M &D.E. TYPE OF SURVEY: BOUNDARY SURVEY SURVEYORS NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE 1S NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. ..). UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OFTHIS COUNTY. 9) CONTACT. THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LOCATION SKETCH SCALE: NTS N.E. 3rd AVENUE 21 Be to O eX)2,--9S- Mid iHago APPROVED EY 1 `DATE 7OIIIw' G DEPT nR DG DEPT SUBJECT TO CO PLIANCE WITH ALL FEDLRN., STATE AND COI INTY RU!_FS AND PTfl PROPERTY ADDRESS: 349 N.E. 102ND ST., MIAMI SHO LEGAL DESCRIPTION: LOT 18 & THE WEST 1/2 OF LOT 19 OF AMENDED PLAT OF MIAMI SHORES SECTION 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 BLOCK -" SUBDIVISION AT PAGE 70 SINCE 1987 BLANC® SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Email: blancosurveyorsinc @yahoo.com (305) 865 -1200 FLOOD ZONE: PANEL: 0302 Th /13 SCALE: 1 " =20' Fax: (305) 865 -7810 SUFFIX: L DATE :9/11/09 BASE :N /A COMMUNITY # 120652 DWN. BY: JOB No 13 -164 F. Blanco Miami Shores Vitiage 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 setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) inal certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) fil7/".1.a P Backflow preventor certificate (Required on commercial projects only) ❑ 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. • Commercial CO is • Residential CO fee is $150.00 GotiOaG $200.00 o`Z`� � 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 186060 Scheduled Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: TERRY, MARK Permit Number: RC- 1 -12 -95 Job Address: 349 NE 102 Street Miami Shores, FL 33138- � Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE 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. February 19, 2013 For Inspections please call: (305)762 -4949 Page 30 of 38 --- MN MI Nil CONSTRUCTION CORP February 15, 2013 Via Hand Deliver Village of Miami Shores Building Official 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit No. RC- 1 -12 -95 Job Name: Terry Residence Job Address: 349 NE 102" Street Miami Shores, Florida 33138 PP3 Project No. 12-020 Dear Building Official: This is to Certify that PP3 Construction, Corp. installed R -19 in the ceiling space and R -5.0 in the walls spaces as indicated in the Permit Set of documents. Should you have any questions, do not hesitate to contact us. Sincerely, PP3 CONSTRUCTION, CORP. Ga 'el Rodriguez esident cc: j. file, c. file 750 N.E. 96th Street, Miami Shores, FL. 33138 P: 305- 757 -5129 F: 305 - 7574118 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168973 Permit Number: RC- 1 -12 -95 Scheduled Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE Inspector Comments Passed kr 3 jeco Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 19, 2013 For Inspections please call: (305)762 -4949 Page 1 of 38 U.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 Al. Building Owner's Name MARK P. TERRY 13 -164 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 349 N.E. 102 ST. C State ZIP Code MI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 18 & WEST 1/2 OF LOT 19, BLOCK 37, P.B. 10, PAGE 70 OMB No. 1660 -0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: A4. A5. A6. A7. A8. Building Use (e.g., Residential, Non -Residential, Addition, Accessory , etc.) RESIDENTIAL Latitude /Longitude: Lat. N25 °52 08.99 n W80 °11'26.90' g• Horizontal Datum: ❑ NAD 1927 Attach at least 2 photographs of the building if the Certificate is being Building Diagram Number For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) Number of permanent flood openings in the crawlspace 7 or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 896 d) Engineered flood openings? ❑ Yes O. No used to obtain flood insurance. 2,020 sq ft sq in NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in thR ached garage within 1.0 foot above adjacent grade // c) Total net area of flood openings in A9.b 117A- sq in d) Engineered flood openings? ❑ Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TOWN OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood 1208600302 L 9/11/09 Effective/Revised ised Date Zone(s) X BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. 0 FIS Profile ►Z1 FIRM ❑ Community Determined ❑ Other /Source: B11. indicate elevation datum used for BFE in Item B9: @ NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: NIA ❑ CBRS ❑ OPA B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A Yes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A9 A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N -397 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ►2 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Finished Construction a) Top of bottom floor (including basement, crawispace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 11.35 12,95 N/. N/A 11.25 10 90 1115 TA Check the measurement used. ►1 if feet feet feet feet feet feet feet 0 feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Check here if attachments. licensed land surveyor? Yes ❑ No Certifier's Name Adis N. Nunez License Number 5924 Title Reg. Land rveyor Company Name Blanco Surveyors, Inc. Address 55 /,l Shore Dr. Signature FEMA Form 086 -0 -33 (7112) City Miami Beach State FL ZIP Code 33141 2 ' - el Telephone 305 -865 -1200 See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE page 2 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 349 N.E. 102ND ST City MIAMI SHORES FLORIDAState ZIP Code FOR INSURANCE COMPANY USE 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 LATITUDE & LONGITUDE OBTAINED BY GOOGLE. C2.E) A/C ELEVATION. OF THE ROAD ELEVATION: 11.08' ON CENTERLINE ON CENTER OF ROAD. _ I' if ' • :II Signatu Date 2713 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items 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 0 feet 0 meters J above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 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 0 feet 0 meters '0 above or below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4, Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 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? 0 Yes 0 No 0 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 0 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 —G10. In Puerto Rico only, enter meters. G1. 0 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. 0 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. 0 The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: 0 feet 0 meters Datum 0 feet 0 meters Datum 0 feet 0 meters Datum Local Official's Name Community Name Signature Comments 0 Check here if attachments. Title Telephone Date FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. Building Street Address (including Apt, 349 N.E. 102ND ST. City Building Photographs See Instructions for Item A6. F�r`ansurar�e �omparty�3se =: Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 13 -164 MIAMI SHORES State FLORIDA 33138 ZIP Code Company NAIL 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 on the reverse. DATE TAKEN: 2/7/13 FRONT VIEW REAR VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168973 Permit Number: RC- 1 -12 -95 Scheduled Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE Inspector Comments Passed �D� (X6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 19, 2013 For Inspections please call: (305)762 -4949 Page 1 of 38 U.S. DEPARTENT OF HOMELAND SECURITY FEDERAL.MERGENCY MANAGEMENT AGENCY National Flood Insurance Program important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE Al. Building Owner's Name MARK P. TERRY 13 -164 A2. Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 349 N.E. 102 ST. City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 18 & WEST 1/2 OF LOT 19, BLOCK 37, P.B. 10, PAGE 70 SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Policy Number: Company NAM Number. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. N25 °52' 08.991ng. W80'11'26.90" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number $ A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2,020 sq ft b) Number of permanent flood openings in the crawlspace 7 or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes ® No 896 sq in RESIDENTIAL Horizontal Datum: ❑ NAD 1927 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage b) Number of permanent flood openings within 1.0 foot above adjacent grade c) Total net area of flood openings in A9 d) Engineered flood openings? ❑ NAD 1983 N/A sq ft in thR,Aached garage .b N A sq in Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TOWN OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE 133. State FLORIDA B4. Map/Panel Number 12086C0302 B5. Suffix L B6. FIRM Index Date 9/11/09 B7. FIRM Panel Effective/Revised Date 9/11/09 B8. Flood Zone(s) X B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item 139. EI FIS Profile 4 FIRM ❑ Community Determined ❑ Other /Source: BI1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: N/A ❑ CBRS ❑ OPA B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A ❑ NAVD 1988 ❑ Other /Source: ❑ Yes G'1 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, ARIAO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N -397 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. El NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Finished Construction a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 11 35 12.95 N/A N/A 11.25 10.90 Check the measurement used. ►i feet ❑ meters feet ❑ meters feet ❑ meters feet ❑ meters feet ❑ meters 15 ® feet ❑ meters 11 feet ❑ meters N/A ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Check here if attachments. licensed land surveyor? �1 Yes ❑ No 3 Certifier's Name Adis N. Nunez License Number 5924 Title Reg. Land urveyor Company Name Blanco Surveyors, Inc. Address 5 ; Shore Dr. Signature City Miami Beach State FL ZIP Code 33141 2 / l Telephone 305 -865 -1200 FEMA Form 086 -0 -33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE page 2 IMPORTANT: in these spaces, copy the corresponding information from Section A. FOR INSURANCE COIPA„NY LSE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 349 N.E. 102ND ST Policy Number: City MIAMI SHORES FLORIDAState ZIP Code Company NAIC Number: 33138 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 LATITUDE & LONGITUDE OBTAINED BY GOOGLE. C2.E) A/C ELEVATION. C NTERLINE SN CENTER OF ROAD. Date 2713 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1 —E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items 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 0 feet Q meters Q above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 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 0 feet ,© meters 0 above or Q below the HAG. E3. Attached garage (top of slab) is 0 feet Q meters 0 above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 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? 0 Yes ❑ No 0 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 0 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 G6—G10. In Puerto Rico only, enter meters. GI. 0 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. 0 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. 0 The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 0 feet 0 meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters Datum G10. Community's design flood elevation: 0 feet 0 meters Datum Local Official's Name Community Name Telephone Signature Comments EJ Check here if attachments. Title Date FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. Building Street Address (including Apt, 349 N.E. 102ND ST. City Building Photographs See Instructions for Item A6. Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 13 -164 MIAMI SHORES State FLORIDA 33138 ZIP Code Foriiisurarice Oorraparry43se... Rolicy Numt�ar ; Cornpargr tVAtC EVumber - 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 on the reverse. DATE TAKEN: 2/7/13 FRONT VIEW REAR VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 186187 Permit Number: RC- 1 -12 -95 Inspection Date: February 20, 2013 Inspector: Hernandez, Rafael Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 February 21, 2013 Page 1 of 1 • STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREAtgENT AND DIPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: AGENT: i PERMIT N0. nt /©6c'-'2a % DATE PAID: FEE PAID: RECEIPT #s PROPERTY ADDRESS: y7 LOT: BLOCK: j SUBDIVISION: PROPERTY ID #: CHECKED [X] ITEMS Atg!NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. • TANK [01] [02] [03] [04] [05] [06] [07] [08] [09] INSTALLATION TANK SIZE [45i100 [2] [ TANK MATERIAL_ _ L ] OUTLET DEVICE [ ] MULTI- CHAMBERED ( / N ] > [ ] OUTLET FILTER LEGEND % 1 [ / WATERTIGHT C [ ] LEVEL [ ] DEPTH TO LID k [ 1 DRAINFIELD INSTAL ATIQN AREA [1]y[2] Sl8 SQFT [10] [11] [12] (13] [14] [15] [16] [17] [18] [19] [20] [21] FILL [22] [23] [24] [25] [26] DISTRIBUTION BOX _ HEADER I.< NUMBER OF DRAINLINES DRAINLINE SEPARATION / ', DRAINLINE SLOPE DEPTH OF COVER % ,Z ELEVATION CABO 0. BM SYSTEM LOCATION DOSING PUMPS 24.. AGGREGATE SIZE A/fr.% AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH/j/ 141 / EXCAVATION MATERIAL FILL AMOUNTT /i FILL TEXTURE EXCAVATION DEPTH AREA REPLACED REPLACEMENT MATERIAL', EXPLANATION OF VIOLATIONS / REMARKS: [ [ [ [ ] dk #/..7c SETBACKS [27] SURFACE WATER [28] DITCHES [29] [30] [31] [32] [33] [34] [35] PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS POTABLE WATER MINES BUILDING FOUNDATION PROPERTY LINES OTHER FT FT FT FT FT FT FT FT FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS (38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNQBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR [48] OTHER ABANDONMENT [49] TANK PUMPED -4- A.-/ /Z �/ [50] TANK CRUSHED & FILLED �/ Z. CONSTRUCTION SAPPROVED]: FINAL SYSTEM `,APPRO /DISAPPROVED] DH 4016, 08/09 (Obsoletes all previous editions which may Incorporated: 64E- 6.003, FAC CM) not be used) DATE:�j DATE: 6 --als" %� Page 2 of 3 1 1 r • • t Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 349 NE 102 Street Miami Shores, FL 33138- 1132060135080 Block: Lot: MARK TERRY Owner Information Address Phone Cell MARK TERRY 349 NE 102 Street MIAMI SHORES FL 33138- (786)443 -7720 349 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EMPIRE ENGINEERING, LLC. (305)822 -3765 (786)488 -8657 Valuation: Total Sq Feet: $ 5,900.00 0 1 Type of Work: SEPTIC SYSTEM Type of Piping: Additional Info: Bond Retum : Classification: Residential Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $4.50 $4.50 $1.20 $300.00 $6.00 $4.80 $324.60 Pay Date Pay Type Amt Paid Amt Due Invoice # PL -5 -12 -44243 06/06/2012 Check #: 1863 $ 324.60 $ 0.00 Available Inspections: Inspection Type: HRS Approval Final Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. June 28, 2012 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Project: <NONE> Owner: MARK TERRY Phone: (786)443 -7720 Job Address: 349 102 Street Miami Shores, FL 33138- Parcel: 1132060135080 Block: Lot: Scheduled Ins • # Ins ' ection T , e 06/26/2012 INSP- 173767 HRS Approval 06/27/2012 INSP- 173768 Final Ins, ection Status APPROVED APPROVED Ins , ector Date Com , feted Rafael Hernandez 6/26/2012 Rafael Hernandez 6/27/2012 Thursday, June 28, 2012 Page 1 of 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 - 173061 RC - l 2 - CAS- Permit Number: PL -5 -12 -793 Scheduled Inspection Date: June 27, 2012 Inspector: Hernandez, Rafael Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LIVING WATER PLUMBING SERVICES CORP Permit Type: Plumbing - Residential iv.4A Inspection Type:•, Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)362 -2863 Building Department Comments ADD NEW WATER MAIN LINE AND CAP EXISITNG. INSTALL NEW SEPTIC Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 26, 2012 For Inspections please call: (305)762 -4949 Page 11 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: Ale; /O2- �S'o FBC 20 (D Permit No. Pt. .. •Ici3 Master Permit No. g ./ z -15 City: Miami Shores County: Miami Dade Folio/Parcel #: p I Zoe, /3 Is the Building Historically Designated: Yes NO Zip: 331738 Flood Zone: OWNER: Name (Fee Simple Titleholder): 4 Phone #: Address: 35Ifi i4JE /O2!' y Tc -„ ° City: i\-0 i 546&73 State: 4/0 3°26 Zip: 3i 33 Tenant/Lessee Name: Phone #: Email: —rive y eivit i CONTRACTOR: Company Name: L% ii; 110 Cid Q4Q.Y ( o q y�( Phone #: Address: 3'F590 brJ 20 1% ' 01\11 ` 42 City: Qualifier Name: 3OB 3 (2 2U6 State: Ft Zip: .;3O1, Phone #: 305 - 362 Z Q.(03 State Certification or Registration #: l '� `i Ci!b Certificate of Competency #: Contact Phone #: 0 S m ''r>.1 (.1-i q (e, Email Address: OS 11a n y MOVS1 4 n e.3 DESIGNER: Architect/Engineer: A 1 "95 ��C-� Phone #: 3 310 ®s-c 46•19 Value of Work for this Permit: $ 6000- o- Square/Linear Footage of Work: CoS Fee+ Type of Work: DAddress alteration Urgew URepair/Replace ❑Demolition Description of Work: ADP 1Jk WA—re-7E 4 re-7E 444-.44/ #4,4,0 CAP 1riniC * * * * ** * * * * * * * * * * * * * * * ** * * * * ** *pees * * * * * * * * ** Submittal Fee $ Permit Fee $ > 3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or gent The foregoing instrument was acknowledged before me this day of 20 a, by MNk :T ..('('ci who is personally known to me or who has produced br igers CenSe. As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ", ISABEL CAMEJO -SMITH MY COMMISSION # DD982630 oeP EXPIRES: Arne 14, 2014 1.800-3-NOTARY F. Nary Discount Assoc. Co. Signature Contractor The foregoing instrument was acknowledged before me this day o ,20 V),by f .S G 131 AkafAiPe2- who is personally me or who has produced as identification and who did take an oath. NOTARY ' UBLIC: Sign: P 711E0AIL � My Commission Expire I. 960133 MAIM VINIV I0N **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** "Plans Examiner Structural Review (Revised3 /12/20I2XRevised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MARTINEZ, OSMANY • LIVING WATER PLUMBING SERVICE CORP 7880 WEST 20TH AVE STE 42 HIALEAH FL 33016 -1848 Congratulations! With this license you become one of the nearly one million Floridians .licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to bapbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE ex no' • ,I a Ci3iiMCY 2011 LOCAL TAX RECRIPT ' 2012 y R B ADE ©O3ttl - S7ATE O p.ORiDA u PJUD FLASUMWL 212 MT BE ENH AYE AT PLA MAM F 35130 Pq�UANTTO COlNTY CODE 9•& 10 PERMIT NO. 2 31 637110 -8 LUATtRUMBING SERVICE STAT CORP 42 33016 HIALEAHE °ING WATER PLUMBING SVC CORP THIS IS NOT A BILL -- DO NOT PAY RENEWAL No. � CC1427148 611597 -6 W RKER /S 196 FLItAlitsiG CONTRACTOR mas Is ONLY A LOCAL REGULATORY OR Op THE eons • ,TORI MUTATE mSg eitor OUALIGGA• MONS. PA NOM TAX 07/08/200 000045 008 SEE OTHER SIDE DO NOT FOR MID LIVING WATER PLUMB MG SERVICE CORP OSMANY MARTINEZ P ES 7880 W FL AVE lulh1111tilmA01flA8lAlll 1 i 1 tilui1f1// Joind ACORD,„ CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 9/26/2011 PRODUCER MENDEZ INSURANCE & FINANCIAL SVC 508 E 49 ST HIALEAH FL 33013 305 769 4936 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED LIVING WATER PLUMBING SERV, CORP 7880 W 20 AVE,URIT 42 HIALEAH,FL 33016 INSURER A. GRANADA INSURANCE COMPANY A INSURER B: SOUTHERN INSURANCE COMPANY GENERAL X INSURER C: 0185FL00014925 INSURER D: 08/02/12 INSURER E: $ 1,000,000 $ 50 , 000 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION 'OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YY) POLICY EXPIRATION DATE(MM/DD/YY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 0185FL00014925 08/02/11 08/02/12 EACH OCCURRENCE $ 1,000,000 $ 50 , 000 DAGE PRREM (Ea RENTED ence) X I CLAIMS MADE OCCUR MEDEXP(Anyoneperson) $ 1 , 000 X 500 DED PERSONAL &ADVINJURY $ 1, 000,000 GENERAL AGGREGATE $ 1,000,000 $ 1,000,000 PRODUCTS - COMP /OP AGG GEN'L AGGREGATE POLICY LIMIT APPLIES PRO- JECT JECT PER: AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Peraccident) GARAGE LIABILITY ANYAUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS _I /UMBRELLA LIABILITY OCCUR FI CLAIMS MADE DEDUCTIBLE RETENTION $ . EACH OCCURRENCE $ AGGREGATE $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Ifyes, describe ■under SPECIAL PROVISIONS below PWC001202 -11 09/23/11 09/23/12 WC TORYLIMITS TORY X OTH- ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS PLUMBING COMPANY • CERTIFICATE HOLDER CANCELLATION MIAMI SHORES V.ILLAGE 10050 NE 2ND AVE MIAMI SHORESfFL 33138 • SHOULD ANY OF THE DATE THEREOF, THE NOTICE TO THE CE I IMPOSE NO OBLIG I REPRESENTATIVES AUTHORIZED REPRE ACORD 25 (2001/08) VE DESCRIBED POLICIES BE CANC: SUING INSURER WILL ENDEAVOR T I ATE HOLDER NAMED TO THE LEFT, OR LIABILITY OF ANY KIND UPON D BEFORE THE EXPIRATION L 10 DAYS WRITTEN FAILURE TO DO SO SHALL NSURER, ITS AGENTS OR © ACORD ORPORATION 1988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I Z`15 Inspection Number: INSP - 173064 Permit Number: DS -5 -12 -794 Scheduled Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments INSTALL REAR PARKING 2 CONCRETE RIBBONS. Passed , ,- / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 11, 2012 For Inspections please call: (305)762 -4949 Page 4 of 41 BUILDING IAA PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: JOB ADDRESS: 345' /4 /O2 s772cE j City: Miami Shores County: Folio/Parcel #: /1- 32-0(7 - 04.3- 5 Is the Building Historically Designated: Yes NO r� BY: MAY 8 NIR FBC 20 �t, Permit No. r2517,.�� ,. l ,1 L1 Master Permit No. C/Z ?5- ROOFING Miami Dade Zip: 33 Flood Zone: OWNER: Name (Fee Simple Titleholder): /dt4- ./ z@d% Phone #: i - 39 97 74 Address: 3/'f ,J /O2 7% V 0 City: M/kr 9 State: F- Zip: Tenant/Lessee Name: Phone #: Email: hipeze 62.--rerey6cm „ C M CONTRACTOR: Company Name: UC7 ,J, 60 b Address: 4* . c7 T City: N'AA/W / Qualifier Name: 6AneCC_ V.-161),E.,..-7._ State Certification or Registration #: �'�d'� ®� 5-0q Phone # :. ©.-- 7-5721] State: Zip :� Phone #: F °3 :- OC6,6. Certificate of Competency #: Contact Phone #: 305--,5e5'"1,06,25; Email Address: ,4 / tieno.4, Ask DESIGNER: Architect/Engineer: A" A5546 /A ` / /Ale- . Phone #: 305.--3/0 -57,30 Value of Work for this Permit: $ O O' Square/Linear Footage of Work: /"-- S' Type of Work: ZAddition ZrAlteration ❑New ORepair/Replace UDemolition Description of Work: b.45TALL.- Q -dam, ,' ; <° -' -! , (2) � 1CiZ ?1 � S , PtoxiM�' -ki /8' „ /,J6- 627ici 1 • 1+ND 30" PaDE,, ** x****** * * * ** * ** * * * * ** * * * * * * * * * * * * * * * *F , ************* * ** ** * * * * * * * * * * * ** ** * * ***** *** ja Submittal Fee $ t Permit Fee $ / o l CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -l� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent oing instrument was acknowledged 7 'ed before me this Q ,20)Z..,by 1"lA-((� —Tert4 The fore day of who is pe onally known to me or who has produced Dr(' arc P1-JI Cpl 5r2.) As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: _atiag My Commission Expires: ISABEL CAMEJO -SMITH MY COMMISSION # DD982630 cm, , ' EXPIRES: June 14, 2014 I-✓0n,9-NOTARY FI. Notary Discount Assoc. Co. ,.. -. .. .,� .p +.� fgy .H,�•.r,ev: ,ran ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** APPROVED BY Signature The foregoing instrument was acknowledged before me this ,.7 day of LI 20 1I 2 , by GO. h t-i ei (. i' ur2, who is per onally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex , ISABEL CAMEJO -SMITH MY COMMISSION # DD982630 3somol EXPIRES: June 14, 2014 1.Par -2- NOTARY FL No?3ry Discowt Assoc. Co. **, r* *****,>;* ********** ****** * iVii*M-kiCvlAase Plans Examiner Structural Review (Revised 3 /12 /2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Zoning Clerk INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 5/30/2012 INSPECTION REQUESTS: (305)762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Driveways /Sidewalks /Slabs Parcel #:1132060135080 Owner's Name: MARK TERRY Job Address: 349 NE 102 Street Miami Shores. FL 33138 - Bond Number: Owner's Phone: Total Square Feet: Total Job Valuation: (786)443 -7720 185 $ 400.00 Contractor(s) PP3 CONSTRUCTION CORP Phone Primary Contractor (305)389 -0065 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation ZONING COMMENTS Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam DATE INSP Truss /Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel . Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com • liance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS t. ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone. Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS 1 MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ELA Inspection Number: INSP- 173059 Permit Number: MC -5 -12 -792 Scheduled Inspection Date: October 24, 2012 Inspector: Perez, JanPierre Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: TRIUMPH AC & REFRIGERATION CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (786)512 -0548 Building Department Comments HVAC FURNISH AND INSTALL HVAC REQUIREMENT FOR DE AND GREAT ROOM. L Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 23, 2012 For Inspections please call: (305)762 -4949 Page 1 of 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 4 Permit No.P\ CI 2:-192- Master Permit No. 12-®qC OWNER: Name (Fee Simple Titleholder): W Phone � ' ' � Address:-3q-5 City: Aft Afrit Email: ;714 State: 6 Zip: 331-fie Tenant/Lessee Name: Phone#: fritter--0--retl JOB ADDRESS: d 5 j O2.. fir_ City: Miami Shores County: Miami Dade Zip: .3133 Folio/Parcel #: 11 ® 3-0e,0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: -TV-41,0f14 A O DrimA iiii �, a 1 ,Phone#: '"Sl 2--0S449 Address: .441,1 (t2 % ?, Z4c: City: /041-64-A/ State: fi eI Zip: 33o lff Qualifier Name: Mez, c P"L4& J' Phone#: r'liZ%' //139 State Certification or Registration #: d - le P 2- Z Certificate of Compexency #: Contact Phone#: 706 - &.--I a- 0 ;Vs Email Address: / ti, L -e r A," a ( y, .€oco- Cau-r . DESIGNER: Architect/Engineer:.4. 4 em- /'C - Phone#: 3 iO-" Value of Work for this Permit: $ L1-2_6 (1.6:n Square/Linear Footage of Work: 6,--=,---; 5F Type of Work: []Address I Iteration UNew ORepair/Replace GJDemolition Description of Work: j4V - l raEn..9A * * * * ** * ** *** a* **** ** x* ******* *** * �x tab* $ �n�xe.t �a x� *�e �x�x•�a *+x �x �x Submittal Fee $ Permit Fee $ 1� i ' CF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ l �� -42— Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI:FCTRICAL 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value e promise in good faith that a copy of the notice of commencement and construction lien law broch whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc for the first inspection which occurs seven (7) days after the building permit is issued. In the inspection will not be approved and a reinspection fee will be charged. ing $2500, the applicant must be, delivered to the person be posted at the job site such posted notice, the Signature Owner or Agent The foreoing instrument was acknowledged before me this 23 day of , 20 12, by M "I Ark. T2'nj who is personally known to me or who has produced t i Verc 6• ( CP1l v., As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY kt, ISABEL CM/DO-SMITH MY COMMISSION # DD982630 EXPIRES: June 14, 2014 14V01' ?.NOTARY FI. Nctsry Discount Assoc. Co. ti Signature Tractor rr11 The fore oing instrument was O acknowledged before me this -7 day of ;., , 20 II 2- , by P eri 02. , who is personally known to me or who has produced Drivers L1 Cease,_ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission ******* ** ********* **** Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) IS L CAMEJO•SMITH MY COMMISSION # DD982630 EXPIRES: June 14, 2014 I -80R3= NOTARY FL Notary Discount Assoc- Co. ** *** *********** *>R8R * ** ** *** Zoning Clerk AC# STATE OF FLORIDA DEPARTMENT OF BUST ESS _ AND PROFESSIONAL RROULATIoN CONSTRUC"TIO INDUSTRY - °LICENSING BOARD SEQ# L03050800103 DATE BATCH NUMBER LICENSE NBR 05/08/2009 080439119 QB66527 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions of Chapter Expiration date: AUG 31, 2011 (THIS IS NOT A LICENSE TO PERFORM W COMPANY TO DO BUSINESS ONLY IF IT HAS TRIUMPH AC Se REFRIGERATION CORP 8821 NW 112 TERRACE HIALEAH GARDENS FL 33018 THIS ALLOWS A QUALIFIER . } 2011 LOCAL BUSINESS TAX RECE1T i2. r),,IIATVI --DADE COUNTV - STATE OF NTTO COUNTY tt's'e‘ S i 3°',, 2012 ST BE 644143-0 "fiiil*.'heielfi-RtsERATI4NtoP 8821 NW 112 TERI? .33018 IlIALEAli GARDENS ft.I.MPH AC & 'REFRIGERATION 'CORP scc . . . ....... . . . TA X iqt:f.C.,E11;ftr tG EDFf C* Ef. ffRi0).T. 17-1tt 1E.R TO. LAviti„ " .0,F • 17.•,:tiF. • NO.F:. -1R9ivf A1 y.• triED 3' Lkt. 7714,:?$ i....Pt.DER'S, • • NT it C E 4 .rjAPE COUNT v "FAA 7/12/2011 60030000279 000045,00 Thq,f,f.ftf'r RENEWAI, • • • • • • '••• • STATE •RE.;•c.fil.P.171,),Itl.:•1 OR ER/S 1 TRIUMPH AC 8 REFI“GERATION CORP ARIEL JIMENEZ PRE 8821 NW 112 TERR HIALEAH GARDENS FL 33018 FIRST-C POS P I t MjAM, PERMIT N JF AT sAiATEIR -HEE FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 05-20-2011 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * )NSTRUCTION INDUSTRY EXEMPTION certifies that the ind victual listed below has eiectec to be FI xempt from Honda Workers' Compensation a FFECTIVE DATE: ERSON: EIN: 05/20/2011 EXPIRATION DATE: 05/19/2013 JIMENEZ 020781701 USINESS NAME AND ADDRESS: RIUMPH AC a REFRIGERATION CORP 821 NW 112 TERRACE IALEAH FL 33018 COPES OF BUSINESS OR TRADE: - CERTIFIED AC CONTRACTOR ARIEL 111,117,NT PW SUar,' flar1 F o 'i tti .2,!..tr,onfm irart this ,th,SWPt y filler) a certIlicata el alectiee di t1k Dt i" tts of tuv'd" c,Lifi!i= r'wcN.arif 41 Z EottifIcs4-..-., ,Af‘rtivrt W xthpL. widrift the t. ittiS•S tilt if 3.1:: tt'Atth t:itt, ,titt.cttttlft Xtttittp; ftht ttitIttlt. thrththi ?ti(t(IC tSt el..."0/gb exeNo arid irate-s (If .0;1, e Ft.t7likt. '01:111 Itte 'thit 1,0 r,-* tt i4attltt Att ft U": tht, n- umu th ""s"n't. 't!1 'le a`T'1 40):911 41 411't :inv., tot ttw przsop. tht, tiiltill'kthle/IIS Q th■ '.4PcTian aUESTIONS.? t85.0) 4 2b2 GERTIFiCATE f,.)F FLCTiON TO BE EXEMPT REV1SEC 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE TE OF FLORIDA ARTMENT OF FINANCIAL SERVICES SION OF WORKERS COMPENSATION NSTRUCTION INDUSTRY TIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA 0(ERS' COMPENSATION LAW ECTIVE: 05/20/2011 EXPIRATION DATE : 05/19/2013 SON- ARIEL JIMENEZ 020781701 ;INESS NAME AND ADDRESS: )PE OF BUSINESS OR TRADE. Tr.) F IMPORTANT O pJf wan: to Chapter 440,05(14), r,S., an officer of a corporatiOn whc elects exemption from this chapter by filing a certificate of electfor uneer this section May not recovar benefits or compensation under t D chapter Li Pursuant to Chapter 44,05I1T. F.S. Certificates of election tu be " eAerrp t... apply only within the. scope of the bu siness or trade listed E notice of electiop to be exempt R E C4r5uar,t To Chapter 440.05(131. RS., Notices of eiebtion to be exem anc certcates of election to be exempt shall be subjeCt to revoca. t, 1 any time after the filing of the notice or the issuance of the cert,ficr.e, the Person fmined on the notice or certificate no longer .reoui7e,-nents of this section for issuanc e. of a certificate. The oeuartmert shah revoke a certificate at any time for fwiure of the Person QatThed on the certificate to meet trie requirements of this C.:WES-PONS? (850) 413' CUT HERE Carry bottom portion on the job, keep upper portion for your records. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1().- 9's Inspection Number: INSP- 182730 Permit Number: EL -5 -12 -791 Scheduled Inspection Date: December 11, 2012 Inspector: Devaney, Michael Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JULIO ELECTRIC CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: 786/346 -7597 Building Department Comments ELECTRIC FURNISH AND INSTALL ELECTRICIAN REQUIREMENTS FOR DEN AND GREAT ROOM. Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 10, 2012 For Inspections please call: (305)762 -4949 Page 21 of 26 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: 349 NE 102nd Street City: Miami Shores Folio/Parcel #. 1132060135080 FBC 20 Permit No. EL -5 -12 -791 Master Permit No. RC 1 -12 -95 County: Miami Dade Zip: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Mark Terry Phone#: 786 -443 -7720 Address: 349 NE 102nd Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: NA Phone#: Email: CONTRACTOR: Company Nam ,r i'c /L - Phone#: 7A-6 3 V6 7S -7% Address: , a 90 A/& c3,1-10' L City: G'' r State: b- Zip:., 3 /77 Qualifier Name: - W t Ey L4-0 $-0 Phone#: State Certification or Registration #: Z 13 (9 l )--- ' 76 Certificate of Competency #: ®iC.e C2C2®6-,2 7 Contact Phone#: 746 7 9'6 7 c? 7 Email Address: DESIGNER: Architect/Engineer: Phone# Value of Work for this Permit: $ 1,000.00 Square/Linear Footage of Work: Type of Work: UAddress DAlteration Description of Work: DNew ORepair/Replace DDemolition Electrical Revision (LED Lighting) ***************************************Fees**** Ems : ' :.., ** a ***** Submittal Fee $ Permit Fee $ ,°1" e'' t $ 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) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and grpinspection fee will be charged. Signature Owner or Agent ++ __ The foregoing instrument was acknowledged before me this i W The foregoing instrument was acknowledged be day of it ■ 20 12; by , 7' `' N G��V Y' ��/ , day of 20/02-, by who is 4 0 rsonally kno ' _ me or who has produced WAS b Kail +i who is personally known e or who has produced As identification and who did take an oath. ri .b2 , / C as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: My Commission Expires: APPROVED BY Sign: Print: My Commissi DAVID ENCARNACION EXPIRES February 11, 2016 (407) 398.0153 FbfldaNaaiySery .cam * * ** **sus:*+e**a *** ************ *** ** * * ************** *** ' ,679° Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B 1 1.11 ING(4 VektE Co NTACL PERMIT APPLICATION Permit Type: FBC 20 LC) Permit No. `--� '° 12- --19 Master Permit No. RC-1-12-95 ROOFING SOB ADDRESS: 349 NE 102nd Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 1132060135080 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Mark Terry Phone Address: 349 NE 102nd Street r� City: Miami Shores Tenant/Lessee Name: Email: NA State: 11� zip: 33138 Phone#: CONTRACTOR: Company Name: PP3 st ct Address: 750 NE 96th 'f re City: Miami Sh -�es Qualifier Name: Gabr State Certification or Regi Contact Phone#: 305-389- i Phone#: 305 -389 -0065 Zip: 33138 305 -389 -0065 t�:Zi> c • t Certificate of Competency #: • 5 Email Adis e@pp3construction.com Phone: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 1, 0 0 0 Square/Linear ootage of Work: Type of Work: DAddition ClAlteration Description of Work: CINew CiRepair/Replace Electrical Revision (LED Ate, t 1316 ' ®111® 1121111E1 log Color thru tile: Demolition *** six* * * * * *a ** ** ** * * * ** ***** * *** ** ** **F * * * *** * * * ** *** *a***** * * * * * * *** * ** ********** Submittal Fee $ Permit Fee $ ' ` ; 4'a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ duo Bonding Company's Name (if applicable) NA Bonding Company's Address F City State Zip Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip Application is hereby made, to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner o Agent The foregoing instrument was acknowledged before me this 1 day ofaVit, 20 a by P r-- 1tYt , who is personally known to me or who has produced Milli 1t� D W 1/1 As identification and who did take an oath. NOTARY PUBLIC: /16 I 1 Print: / F I ' ' / ir91 .�•iI I'1 My Commission Expires: ****************** ** * ** APPROVED BY P64 Notary Public State of Pbrida Gabriella Rodriguez • ° My Commission EE 193489 ft, f�i�° Exp.res 04126/2016 • Signature The foreg mg instrument was acknowledged before me this day of who is perso y known to me or who has produced iklacuerre-7,4Wits identification and who did take an oath. NOTARY 20 k by Sign: Print: PUB . . 0411 1 My C ommission Y COMMISSION # EE136638 oA,t•• EXPIRES January 25, 2016 (407)'398-0153 Floridatiotaryservice.com Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 IO Permit Type. + ectrica RECEIVE MAY 032012 BY: lam/ Permit No. L) 2^' q Master Permit No. l 2- ° 9 5 OWNER: Name (Fee Simple Titleholder): 9 // 1/02 "'') Address: -5549 /O , City: ,/1 l State: Phone#: 9 9 '4•4 " 2O Zip: 3,b Tenant/Lessee Name: Phone#: NAgeg JOB ADDRESS: 3S1 e I 02: 1' City: Miami Shores County: Miami Dade Zip: 33i Folio/Parcel #: / —,320& Oda —509O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: nrxl t7 Ekc G a Phone #: 7 3 y G 7-.5-7 Address: % 0-5'0 A7 4' -57` City: u / 4i1411 r State: 4- Zip: 37 /79 Qualifier Name: to r So Phone# °7 `I 6 7ft7 State Certification or Registration #: i 13 0 /g- e1' 7C Certificate of Competency #: 0 li t 000(:9-7 Contact Phone#: Co 3 Y(a 7 7 Email Address: d o (P c 4 ��,, . c , DESIGNER: A r c h i t e c t / E n g i n e e r : A 4-95;e1---/4-7z--5,1,-<_- P h o n e # : 3o '3 i 0 Value of Work for this Permit: $ gaD-CO Square/Linear Footage of Work: 3 SP . DNew DRepair/Replace Type of Work: DAddress Vidlteration Deseriptioo of Work:. 1 2 C.- ��L ,e,rF � °/4" -% ("COM �� Tr' e-; ODemolition Let IA* fry `Z.) �f ******era * *** * * ** ********** ***** ***** *F ****e*x****a**** * ** * *** ************ ***** * Submittal Fee $ Permit Fee $ /5 ® Po® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ,( 0 5° li ) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / a Signature / Owner or A ent ,, II Contractor The foregoing instrument was acknowledged before me this The foreg� in g in ,r ment was acknowledged before me this aL�' " ■ day of ,_ _I _.1 _ , 20 I �, by t 1Arf �-�Plf day of ��/ 20 , by who is personally known to me or who has produced a�lS. pv,d4X-0 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ** *** *** *** *** ******* ** APPROVED BY P °"% ISABEL CAMEJO -SMITH MY COMMISSION # DD982630 P EXPIRES: June 14, 2014 cFce I- 8003. NOTARY FI. Notry Discount Assoc. Co. i /,o , who is personally known to me or who has produced )Z ,Z)2 /G as identification and who did take an oath. NOTARY PUBLIC: . ; 4'r-e°jf &P!Z Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15109) Sign: Print: My Commission E DAVID ENCARNACION MY COMMISSION # at41 5 • EXPIRES February 11, 2016 407 398.0153 Flortdallotar e.aom Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 (850) 487'1395 REOO JULOSELECIC C 3861 SW 31 CT CORP. HOLLYWOOD FL 33023 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department professionals and businesses ant of Business and Professional Regulation. boxers to barbeque restaurants, and theyf keearchitects lid to yacht from Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.m There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn morre about com. Department's initiatives. ThOur mission at the Department is: License Efficiently, Regulate Fairly. We ank you for doing g b siness in Fllorida, and congratulations atulations on your new your new license! DETACH HERE 5059681 STATE OF FLORIDA DEPARTMENT ©pp BUS/NB ELECTRICAL; "CO sra°4;€Fa D PART l SINESS AND ;,b• P .,..;. aULATION ER1301297,:r . ' ` /24ife 1000446, ass RiftNOS 'Os Local R LICENSZNG TO C _ t AREA) • iontrawmaiang -wader * provisional at cb.4, saptratIon eat.: AVG 31, 2012 14007 2901649 MRSa x 80ARDGULATION SEQ# L1007290164 ER13012S7 +. 'the ': C ,;1 ONTRA G R. IoW RAS REGISTERED pzovi a joz,B of �p *Vati : AUG 31, iw { znDEA r EST MEET , 2 Q 22 REQT!IR Ta: CON 1,001.1-1e, .. ,..r P3t2 ©R TO CO1�RA -r+1 RZYNOS_O JULIO C CTi1� .,`.., `CTRIC, CORP. 3861 CT HOLLYWOOD FL 33023 ?EMILIE CRIST ?RNOR CE L•IE. -LIME SECRETARY MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2012 RECEIPT NO. 30-5648424 BUSINESS NAME / LOCATION JULIO ELECTRIC CORP 1290 NE 206 ST OWNER :JULIO ELECTRIC CORP THIS IS NOT A BILL - DO NOT PAY CC NO: 04E000827 SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLL ff $09 /2011 02250011001 000200.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. ELECTRICAL CONTRACTOR DO NOT FORWARD JULIO ELECTRIC CORP JULIO C REYNOSO QUALIFIER 1290 NE 206 ST 2 MIAMI FL 33179 1 „11..,11 „11 111, „11,11, ttit)H, ,,.11111.1h11111,,,1„ .1 540914 -9 THIS IS NOT A BILL - DO NOT PAY RENEWAL REC IP NQ. 564842 -4 CC * 04EE000827 NAME ECT ELECTRIC CORP 1290 NE 206 ST 33179 UNIN DADE COUNTY OWNER JULIO ELECTRIC CORP Sect"rae t. gsCiTI CAL CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CmES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REOUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADS COUNTY TAX COLLECTOR: 08/09/2011 02250011002 000075.00 SEE OTHER SIDE 2 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 3 DO NOT FORWARD JULIO ELECTRIC CORP JULIO C REYNOSO QUALIFIER 1290 NE 206 ST 2 MIAMI FL 33179 11,11,1.11,„ 1111 „,11,1„ „1.111„1.111„.1111 llt. aii 4 CERTIFICATE OF LIABILITY INSURANCE cum " 02/21112 THIS CERTIFICATE IS tsSUM Asa a NIAr, ER Of INFORMATION ONLY AND COBS NO RIGHTS WON THE CERTIFICATE POLDER. TtflS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY TtIE Pumas BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSUME A CONTRACT BETWEEN THE 15StRNG INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORT ANT: a the eed ieicare holder is an ADOMONAL INSURED, the poficyfes) must be Indorsed. W SUBROGATION IS WANED, subject to the temis and OOtN&tions tf the pocky, certain policies may require an endorsement meat. A statement on this certificate does not confer rights to me cue leader in lieu of such endOrsauma ls). J & J Insurance Associates 7007 -8 Taft S. Hollywood, FL 33024 Phone (954) 893-5558 MIREO JULIO ELECTRIC GROUP 1290 NE 208 STREET NORTH MIAMI.FL Fax (054) 893-1174 33179 MAD BRACCIO (sea) 893 -0556 Linsitamasoull.reet i (Ac, Not (954) 8651174 USSURERGa AFI DING COVERAGE INSURER A : AMERICAN VEHLCE INS g : PROGRESSIVE 1N moms %NA V INS MIXER D: NB IRER e: NUS Noma P : COVERAGES CERTFtCATE NUMIIBERL REVISION NUMBE'ft THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BE 91 ISSUED TO THE INSURED NAMED A80VE FOR T}-I. FQUGY PERIOD INDICATED NOTWITHSTANDING ANY REQUIR NT. TERM OR CQNDmON OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR PAW PERTAIN, THE INSURANCE AFFORDED BY The POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND DNS OF SUCH POLICIES. LIMITS SI4DWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. TYPE OP INSURANCE � POLICY NUMNIER t711DDlyY�h i. pN GENERAL LtA01i11Y ® COMmEitok. SAL LIABILITY D D CLNMSMMDE H OCCUR A sQ GEN% ACCREGAIE LW rr APPLIES PER POUG1 ❑ r ❑ LOc a /WA= s ❑ c 109150066700. Q HIRED AUTOS ❑ AUTOS a UMBRELLA WAS ❑ =UR Mess LIA5 a cu,MS.uADE EE eGA l i oonternow s WORKERSCOMPENSfatoN Aite cunvE T N I t°XCLU q / A a yes, ihstraii78 MOW DEdCRLEMN OF OPERATIONS below GL•00009E90.00 { 12/0812011 12/08/2012 USES TO M B EXP A n r bE PONAL a AcV INJURY Y i PRODUCTS- comma A) 3 0 s 1400.000.00 RAL ( a G � T s 100.000.00 s 5,000.00 s 1.000.00000 is 2,000,000.00 s 2,000,000.00 w r somy r /cam} 1 1 $ S 10,000.00 0 12/08/2011 12/08/2012 MOLY KJURY (Per 21=101 s 2),000.00 PROPERTY t AGE s 10,000.00 I EACH 00:XRa> IAGGREGATE s S E G korai, 1-10,11# wow= 1 06/09/202 FAcoeprr s 100,000.00 rots_, cP+ 500,000.00 DS- POLICYLdr s 100.000.00 OEScRIPnON OP OPIRiATIONs T LOCAT)ONS 1 VESOLAS (Mach ACORD .let. Additioeal ReetsAss Schedule, If mars space Is,equired) CERTIFICATE HOLDER I MIAMI SHORES VILLAGE 10050 NE 2DA. AVE MIAMI SHORE. FL. 33138 ACORD 2S (2010/0S) QF CANCELLATION LATION SHOULD ANY OR THE ABOVE DESCRIBED POLICEBS BE CANCELLED BEPURE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED M Aecoptomat wmTH TIE POLICY PROVr510NS. AuntoRssoD sePecsEetinsts BRAD BRACCIO,. 1988 -2010 rights fired. The ACORD name and logo are registered marks of ACORD 0.881 6 14 t +0 ZtOZ /LZ /ZO Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC- 1z -L,C Inspection Number: INSP - 173768 Permit Number: PL -5 -12 -889 Scheduled Inspection Date: June 27, 2012 Inspector: Hernandez, Rafael Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: EMPIRE ENGINEERING, LLC. Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)822 -3765 Building Department Comments INSTALLATION OF NEW SPETIC SYSTEM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 26, 2012 For Inspections please call: (305)762 -4949 Page 12 of 36 05/16/2012 09:04 MORGAN INSURANCE -> 3057568972 j NO. 091 0001 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDYYYY) 05/16/12 _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED. REPRESENTATIVE OR PRODUCER, AND'THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder la an Afr moNAL-INSURED, the policy(ies} must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endarselnent A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s), PRODUCER Morgan Insurance Group • 13155 SW 42nd Street, Suite #107Lp•i Miami, FL 33175 Phone ' 222 -9001 Fax 305) 222 -9006 ' INSURED Empire Enginnering 1 Corp 2423 SW 147 AVE 344 ' Miami, FL 33185 (786) 488 -8657 rrnUCO a r_ e� •��■„■•,,, - - - -- -- -_ CONTACT NAME; PHONE FAX a''2 9001 Dam. Not (5) ADDRESS: emorganInsgrp.com INSURER(S)AFFORDING COVERAGE NAIC INSURER A - SCOTTDALE INSURANCE: COMPANY INSURER H : 02/29/2012 INSURER c : EACH OCCURRENCE INsuRER o : In COMMERCIAL GENERAL LIABtl-ITY INSURER E: $ 100,000.00 INSURED p : , MsoNAL( THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM. r t LTRR TYPE OF INSURANOE AD' nisi SUER PDI.ICY NUMBER POLICY op (MMIDD/YYYYr POLICY EXP LIMITS A GENERAL U ABIU'TY 1202150 02/29/2012 IMM$nDlYYI Yi 02/28/2013 EACH OCCURRENCE $ 1,000,000.00 In COMMERCIAL GENERAL LIABtl-ITY DAMAGE TO RENTED PREMISES Mo ocwnrrene) $ 100,000.00 ❑ CLAIMS MADE ' !] OCCUR MsoNAL( $ 5,000.00 • P a V INRY $ 1,000,000.00 • DE ❑ GENERAL AGGREGATE • PRODUCTS - COMP/OP AGG $ 2,000,000.00 ' $ 2,000,000.00 N. AGGREGATE LIMIT APPLIESPER; POLCY ❑ IM • LOC $ . AUTOMOBILE LIABILITY • ANY AUTO • IAI'LL OS NED ❑ SCHEDULED oO -OWNED COMBINED SINGLE LIMIT (Ea accident,,, BODILY INJURY (Per person) $ BODILY INJURYfFer.accident) $ ❑ HIRED AUTOS ❑ AUTOS n ❑ PROPERTY DAMAGE $ $ ❑ UM,BRELLA LIAR • OCCUR ❑ EXCESSUAB EACH OCCURRENCE E AGGREGATE $ ' ,C(.AIM$44A1 ❑ DEO • RETENTION $ ' ', WORKERS COMPENSATION. AND EMPLOYERS' LIABILITY OFF PROPRIETOR/PARTNER/EXECUTIVE EC EEXCLUDED? 1 N (Mandatary in NN) If yes, describes under DESCRIP oN Op OPERATIONe below N / A WC STATU- OTH- ❑ TORY LIMITS ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYE ' EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (Attach • • • CERTIFICATE HOLDER ACORD I WI, AddlUOnal Remarks Schedule, if more speee le required) • — _.. - -- - - - - - -_ VILLAGE OF MIAMI SHORE 10050 N.E.2nd Avenue MIAMI SHORES FL 33138 ACORD 25 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1983-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 03/07/2012 EXPIRATION DATE: 03/07/2014 PERSON: MILLAN JORGE M FEIN: 454684789 BUSINESS NAME AND ADDRESS: EMPIRE ENGINEERING I CORP 2423 SW 147TH AVE, 344 MIAMI FL 33185 SCOPES OF BUSINESS OR TRADE: 1- SEPTIC TANKS 2- EXCAVATION IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation, under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if; at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the dequirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 723397 -6 N C Os N y °t 3 •N-■ ° WCC Z aT tr Ea ��o�a° N 0.. a O Q uu1 ■ r•-i fY CO VLLNLLtr Q 0 11.1 °C C.) pTO�u a CC w Ks' W E O Q 0 r-I 4' Qga1i5S Z I- O Z M rn f: a v J I z t-t N 'Wa Q W . WZ > U1 W C WQ4W .42090 WV DC 2pW� m UB ii Z- -INM mvagFFZ -- w Zri -tWxa0 QOW J No o p° a A. Z gNU. O m0 V ceW t1 Q O O teQ ~ C) H U aN 2 g4 r-4 Z 3-4 W7NZ '" c C9 0 a 0 Z 0 M t-1 W Zr> W d q NCI sr Z N .-IZ a Q V�J r N 2 N= W 311 altEOPPtd G744ce �7 VM111 tx gn �t tk'oLLai o0 07 4...1-lo-1 ttJ 0-4 N co 1-4 -14 56 g 0 S F OOLLOu' ttt sr•-t ,�,GG.. ao a:mo5 En y3 2 u.2 NM u'g oT Z a�+W�g aogC�`¢ 1- ,- ,- m zt ° 2g O F Tii, 5 mis4 . y pgISMJOFW Z ppp TY E } ttfSsrrtltsrsPil atl ts�t�rr��t��s lrftt�rts�t}saia�tr�isttsiii SEE OTHER SIDE TANK [01] [02] [03] [04] [05] [06] [07] [08] [09] INSTALLATION TANK SIZE 4-60 c [2] [ ] [27] TANK MATERIAL 1 1 [281 OUTLET DEVICE ` [ ] [29] MULTI-CHAMBERED (pi i N 1 , [ 1 [30] OUTLET FILTER % L^ ] [31] LEGEND AS --7.' [�] [32] WATERTIGHT SETBACKS SURFACE WATER DITCHES PRIVATE WELLS .PUBLIC WELLS IRRIGATION WELLS POTABLE WATER LINES BUILDING FOUNDATION PROPERTY LINES OTHER LEVEL DEPTH TO LID' • 4--i, c. z c DRAINFIELD INSTALLATION �+ /,., AREA [1], X{3y[2].5>r SOFT DISTRIBUTION BOX _• HEADER,,�'�'"" NUMBER OF DRAINLINES l,p.. DRAINLINE SEPARATION /z r, DRAINLINE SLOPE DEPTH OF COVER /,Z [10] [11] [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] FILL [22] [23] [24] [25] [26] ELEVATION [ADO SYSTEM LOCATION �--` DOSING PUMPS •c/ �d , AGGREGATE SIZE // , AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH/)/ , / EXCAVATION MATERIAL FILL AMOUNT r. FILL , TEXTURE EXCAVATION DEPTH AREA REPLACED REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: [ ] [ ] [ ] [ ] [ ] [33] [ l [34] [ ] [35] FT FT FT FT FT FT FT -^ FT FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES • [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47) CONTRACTOR [48] OTHER . ABANDONMENT (49] TANK PUMPED i( A /R/ [50] TANK CRUSHED & FILLED C+ /` CONSTRUCTION: APPROVED SAPPROVED]: FINAL SYSTEM `APPROVE► /DISAPPROVED]: DH 4016, 08/09 (Obsoletes all previous Incorporated: 64E- 6.003, FAC editions which may not be used) Page 2 of 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 RECEIVED MAY 17 ZO1a BY: Permit No. 'L 1 L Master Permit No. e Z 9 Permit Type: PLUMBING _ OWNER: Name (Fee Simple Titleholder): %` { k 1-P ii Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI.FCTRICAL 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 'o 'ncement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue%. I the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature )`' Owner or Agent The foregoing instrument was acknowledged before me this 11/ The for -,_oi day of 44_, 20 .� �, by t/ ►�l N.� 1?,Y , day of who is personally known to me or who has produced 1D'L who is P y P p As identification and who did take an oath. Contractor instrument was ackn c ledged befor 20 Iby own to me or who h: produced tification and who did take an oath. PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** APPROVED BY Sign: Print: My Commission i_L41 i i' _— to t J T� F'�_ .81 of Florida Pli 4A,,,, p„a •,, otary ' s 23, 15 .�i.ip • N Expire BIL 0 lip' mission Assn. Bonded h National Notary 9,,i yo-: Through o,, � of ��..�` ***** ***********************************, s************** ******* *** * ** * ** ** ** ****** ** * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk STATE OF FLORIDA DEPARTMENT OF HEALTH -' ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Mark Terry PERMIT #: 13-SC-1398416 APPLICATION #: API065200 DATE PAID: FEE PAID: RECEIPT #: DOCONENT #: PR871408 PROPERTY ADDRESS: 349 NE 102 St Miami, FL 33138 LOT: 18 BLOCK: 37 SUBDIVISION: PROPERTY ID #: 11- 3206 - 013 -5080 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS 9[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ 1 MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION of BENCHMARK: C/L NE 102 St: 9.57'NGVD I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: O T H E R SPECIFICATIONS BY: Joseph R Piverger APPROVED BY: [ 0.00 ] INCHES [ 11.30 ] (J INCHES f FT ] [ ABOVE 4 BELOW jI BENCHMARK /REFERENCE POINT [ 41.30 ] (1 INCHES ( FT ] ( ABOVE d BELOW ) BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 30.00] INCHES - Install 900 g septic tank. - Install 500 sq ft drainfield. - Elevation of bottom of drainfield to be no Tess than 6.13' NGVD. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E- 6.013(3)(f), FAC. Joseph R Piverger DATE ISSUED: 03/29/2012 TITLE: Engineer Specialist II TITLE: Engineer Specialist II Dade CHD DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC v 1.1.4 AP1065200 EXPIRATION DATE: 09/29/2013 SE866878 Page 1 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Mark Terry PERMIT #: 13-SC-1398416 APPLICATION #: API065200 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR871408 PROPERTY ADDRESS: 349 NE 102 St Miami, FL 33138 LOT: 18 BLOCK: 37 SUBDIVISION: PROPERTY ID #: 11- 3206 - 013 -5080 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS 81 ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ N F LOCATION OF BENCHMARK: C/L NE 102 St 9.57'NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 11.30 1 [l INCHES I/ FT ] [ ABOVE / BELOW h BENCHMARK /REFERENCE POINT 41.30 ] [I INCHES FT ] [ ABOVE 4 BELOW II BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: O T H E R SPECIFICATIONS BY: APPROVED BY: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ 30.00] INCHES - Install 900 g septic tank. - Install 500 sq ft drainfield. - Elevation of bottom of drainfield to be no less than 6.13' NGVD. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E- 6.013(3)(f), FAC. DATE ISSUED: Joseph R Piverger Joseph R Piverger 03/29/2012 TITLE: Engineer Specialist II TITLE: Engineer Specialist II Dade CHD EXPIRATION DATE: 09/29/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC v 1.1.4 A21065200 SE866878 Page 1 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 168977 Scheduled Inspection Date: June 19, 2012 Inspector: Bruhn, Norman Owner: TERRY, MARK Permit Number: RC- 1 -12 -95 Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition /Alteration • Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)389 -0065 Building Department Comments GARAGE AND COVERED TERRACE ENCLOSURE Inspector Comments Passed 6 �z Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 18, 2012 For Inspections please call: (305)762 -4949 Page 3 of 16 1TE'RNIITE PRETREAT SPECIALISTS 866 - PRE - TREAT 1- 800 - DILIGENT FAX 800 -837 -0311 TermitePretreat.com State License 150612 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I LAWN & ORNAMENTAL CARE I TERMITE SERVICES I MOSQUITO ABATEMENT I RODENT EXCLUSION & REMOVAL SERVICE ORDER NUMBER 119€ s 5 SERVICE DATE TIME ///4141- WEATHER CONDITIONS S/tYIl y DEVELOPMENT NAME (PROJECT) 1'4 . A .- CONTRACTOR'S NAME 1 h CONTACT PERSON 4{ STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY CONTACT PHONE NUMBER TREATMENT TYPE/AREA ❑ FLOATING ❑ CUTOUTS ❑ MONOLITHIC R'�°FOOTERS NOTES ❑ PATIO ❑ FRONT ENTRY TREATMENT TYPE ❑ TAMP & TREAT eteREAT ONLY ❑ FINAL ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER ❑ RETREAT ❑ BORA CARE TREATMENT PRODUCT CICBASELINE ❑ PROBUILD TC ❑ DRAGNET ❑ DEMON TC ❑ ADDITION ❑ BAIT STATION ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER .ACTIVE INGREDIENT CONCENTRATION A26% ❑ .12% ❑ .25% SQUARE FOOTAGE ❑ .5% ❑ .23% ❑ OTHER GALLONS APPLIED SQUARE FOOTAGE VERIFIED AYES ❑ NO /11--YES READY CONDITIONS MET LO-YES ❑ NO LINEAR FOOTAGE ❑ MEASURED OR VERIFIED PER PLANS DETAILS a. 10 • N� PEs • �s j•Q�s +Q P O � Q��Q � SAFETY CONDITIONS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER Payment Terms: Customer's payment in full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed including but not limited to: collection service fee, attorney's fee, finance charges and non - sufficient funds payment fee. Customer will be resp paying all cost : ssociated with any collection process. Date App Date onsib = "1 d Pest Control, Inc.) %ter' iei Customer Irty Owner or Agent) 10;,i111III GotnComi NAHB leo 1- 800 - DILIGENT 800Diligent.com Corporate 3100 NW Boca Raton Blvd. 1 Suite 107 I Boca Raton, Florida 33431 1 800.487.8190 F.A)(40.S' 7 Se) 811 IS e-f C11 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. crl e-4 • 1/11.1_ STATE TESTING LASORATORIES•ENGINEERS-INSPECTION SERVICES-CMENIIST.OFtILLING-ENVIRGUENTAL SERVICES : r cs• : !i ENGINEERING 2380 West Tes Street. 11 lalesh. Florida. 3.1018 005) 8811-3373 eQ• • i "% cm . ...- • . ,..... $ •.. z : . _ CD FIELD DENSITY TEST OF COMPACTED SOILS twr.t..k. A ...eprt • C) :77•••3 r•••••: 06- 18 -'12 10:54 FROM- ,c3rtErso,rr ...,••••••••••-•-•, r .• 4.E.teriTcZe.178 • ••■••••••••■ ■■■■•••■•■■••■•• ••■■••• ••••••■••••••••••• • ■•■■•••■• --------• --------• ■•••••••••■•■•! 'L. c.i.f. ge LTE3( By. 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SN.➢ UL TA T S, TESTING LABORATORIES - ENGINEERS- INSPECTION SERVICES- CHEMIST - DRILLING- ENVIROMENTAL SERVICES 2380 West 78"' Street, Hialeah, Florida. 33016 - Phone: 305 -888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION 'Y TEST Date .Tune l8", 2012 Order Number 12 -240 Client PP -3 Construction Address 750 NE. 96th Street, Miami Shores, Florida. 33138 Project SFR Addition Address 349 NE 102 Street, Miami Shore, Florida. Sample Location Stock Pile a, The Job Site Soil Description Fine Silica Sand With Traces of Rock Mix Sampled by Abbasi Reported to Laboratory Number: 12 -330 TEST RESULTS Sample Number: 01 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 Ib. Hamner and 18" drop A -ASHTO designation T- 180 -C. Optimum Moisture 8.5 100% Max, Dry Density ` 108.2 98% Dry Density 106 95% Dry Density Gradation test passing 3/4" Siev 102.7 90.90% Sampled By Tested By: Checked By: Typed By: SA Jose WQ Jose DRY DENSITY 5 1r 6 Dry Density vs % Moisture 9 10 11 7 8 ----108 - - -1 6-- `+= — 15.' 104 1(3 % MOISTURE Respectfully submitted by, w seem Quadri, P.E. #51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. 1.L STATE .NQ INEER1N ALL STATE ENGINEERING AND TESTING CONSULTANTS INC. TESTING LABORATORIES - ENGINEERS- INSPECTION SERVICES - CHEMIST- DRILLING - ENVIROMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Soils ASTM D -5195 Client: PP -3 Construction Order # 12 -239 Address: 750 NE. 96" Street, Miami Shores, Florida. 33138. Date: 06 -18 -12 Fro'ect: SFR Addition Gau ?e # 13264 Address: 349 NE 102 Street, Miami Shore, Florida. Phone No: 12" Attention: Lab ID # — Location 12 -1544 _ Building Addition Wall Footer on North Side East Area. v! 12 -1545 Building Addition Wall Footer on North Side West Area. 12 -1546 Building Addition Wall Footer on West Side South Area. 9.8 9.0 Description of Material Fine Silica Sand Existing Material X Sub grade Tested By: Base rock JO Sampled By: SA Laboratory Identification Number 12 -1541 12 -1542 12 -1543 Checked By WQ Test Number 1 2 3 Depth in Inches 12" 12" 12" Field Density LB /Cu Ft (Dry Density) 106.5 106.4 107.0 Moisture Contents 9.4 9.8 9.0 Maximum Density In the Field ( %) 98.5 98.2 98.9 Compaction Requirement by Specs % of Maximum Density 98% 98% 98% 100% Maximum Density (Lab) 105.6 105.6 105.6 Proctor 2-180 AASHTO Method C 12 -329 12 -329 12 -329 Optimunz Moisture ( %) 8.5 Reported By SA Checked By WQ Typed By JO Respectfully submitted by, W seem Quadri, E # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTR1C Florida Department of Community Affairs Residential Performance Method A L 4 V EL) MAY 03 012 Project Name: Addition Terry Residence Builder Name: Street 349 NE 102nd St Permit Office: City, State, Zip: Miami Shores , FL , 33138- Permit Number. - Owner Mr Terry Jurisdiction: Design Location: FL, Miami 1. New construction or existing Addition 2. Single family o multiple family Single -family 3. Number of units, if multiple family 1 4. Number of Bedrooms(Bedrms In Addition) 0(0) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 585 7. Windc(56.0 sqft) Description p a U- Factor. SgI, U:).86 56.00 ft2 SHGC: SHGC4).71 b. U-Factor N/A ft' SHGC: c. U-Factor N/A ft2 SHGC: d. U-Facto: N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types (535.0 sqft.) Insulation Area a Slab-On-Grade Edge Insulation R.:1.0 535.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types(461.3 sqft) Insulation Area a. Concrete Block - Int Insul, Exterior R.-4.0 461.33 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (535.0 sqft) Insulation Area a Under Attic (Vented) R =19.0 535.00 ft2 2 b. NIA R= ft2 c. NIA R= ft2 11. Ducts - None (Baseline assumed) a Sup: Ret AH: Sup. R= , ft2 12. Cooling systems- Supplemental for addition a Central Unit Cap: 18.0 I9tu/hr SEER: 13 13. Heating systems - a Electric Heat Pump Cap: 4.8 IBtu/hr HSPF: 7.7 14. Hot water systems- None required a. Cap: N/A EF: b. Conservation features 15. Credits Pstat Glass/FloorArea: 0.105 Total As -Built Modified Loads: 13.54 PASS Total Baseline Loads: 16.27 I hereby certify this calculation Code. PREPARED ;Y: DATE' am that the plans and specifications covered by are in compliance with the Florida Energy Ail" - o i MR' v rY bk1 M,, iti: rn. Review of the plans and B�IN,E Sr. specifications covered by this y *, '1 s o O� calculation indicates compliance ,yam *i " r a, with the Florida Energy Code. mu,. ' �:� fi` �O ; Before construction is completed r ° -= this building will be inspected for compliance with Section 553.908 # >y' . Florida Statutes. �`Cp D I¢�?", BUILDINGOFFICIAL' efl/,J I -` ' I hereby certify with the Florida OWNER /AGE DATE: that th' Ener. T' i r,,�..7254 buil 'ng, as ' essgnedis in compliance Cod . ,. DATE 2f21/2012 4:57 PM EnergyGaugee USA - FhaRes2008 Page 1 of 4 PROJECT Tike: Addition Terry Residence Bedrooms: 0 Adress Type Street Address Building Type: FLAsBuilt Conditioned Area 535 Lot # Owner. Mr Terry Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook Builder Name: Rotate Angle: 0 Street 349 NE 102nd St Permit Office: Cross Ventilation: No County: Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores , Family Type Single - family FL , 33138 - Newefisting: Addition Comment CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 99 ft 0 535 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 551 ft2 66 ft2 Light 0.96 No 1 14 deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 535 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 535 ft2 0.11 Wood WALLS # Ornt Adjacent To Wall Type R Solar Area R uee Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 323.3333 0 0 0.75 2 W Exterior Concrete Block - Int Insul 5 138 ft2 0 0 0.75 DOORS V # Ornt Door Type Storms U -Value Area • 1 N Wood None 0.2 0.010000 2121/2012 4:57 PM EnergyGauge® USA - FlaRes2008 Page 2 of 4 WINDOWS Orientation shown is the entered, asaBuif orientation. Overhang # Omt Frame Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) Yes 0.86 0.71 N 36 ft2 2 ft 0 in 0 ft 1 in HERS 2006 None 2 W Metal Single (Clear) Yes 0.86 0.71 N 20 ft2 2 ft 0 in 0 ft 1 in HERS 2006 None INFILTRATION & VENTING / — Forced Ventilation -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 505 7.08 27.7 52.2 0 cfm 0 0 0 cfm COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flaw SHR Ducts 1 Central Unit None SEER: 13 18 kBtu/hr 540 cfm 0.75 Ductless HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.7 11.5 kBtu/hr Ductless SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ft2 TEMPERATURES Programable Thermostat: Venting Xq Jan Y Ceil ng Fans: 7C Feb P1 Mar P1 Apr PX May P1 Jun X Jul P1 Aug PX Sep [X Oct PX Nov til Dec Thermostat Schedule: HERS 2006 Reference How Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooler (WD) AM 78 78 78 78 78 78 78 78 80 80 80 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) PM 66 66 66 66 66 68 68 68 68 68 68 66 2/21/2012 4:57 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 4 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 349 NE 102nd St. Miami Shores, FL, 33138- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft door area. Exterior & Adjacent Walls NI 106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors NI 106AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI 106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with <2.0 cfm from conditioned space, tested. Multi -story Houses NI106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI 112AB.3 Comply with efficiency requirements in Table NI 112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas NI 112AB.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 NI112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation NI 104AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R-11. 2/21/2012 4:57 PM EnergyGauge® USA - FlaRes2008 Page 4 of 4 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a U- Factor: SHGC: b. U-Factor SHGC: c. U- Factor. N/A SHGC: d. U-Factor N/A SHGC: e. U- Facto: N/A SHGC: 8. Floor Types a Slab-On -Grade Edge Insulation b. N/A c. N/A Description Sgl, U=0.86 SHGC-3.71 N/A 349 NE 102nd St., Miami Shores, FL, 33138- Addition Single - family 1 •0 No 535 Area 56.00 ft2 ft2 ft2 ft2 ft2 Insulation Area RI.0 535.00 ft2 R= ft2 R= ft2 9. Wall Types a Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a Under Attic (Vented) b. N/A c. N/A Insulation Area R=5.0 461.33 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R =19.0 535.00 ftz R= ftz R= ft2 11. Ducts - None (Baseline assumed) a Sup: Ret AH: Sup. R= , ftz 12. Cooling systems - Supplemental for addition a Central Unit 13. Heating systems - a Electric Heat Pump Cap: 18.0 I tu/hr SEER: 13 Cap: 4.8 kBtu/hr HSPF: 7.7 14. Hot water systems - None required a Cap: N/A EF: b. Conservation features 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugetli USA - FlaRes2008 Building Input Summary Report PROJECT Title: Addition Terry Residence Bedrooms: 0 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. Mr Terry Conditioned Area 535 Block/SubDivision: # of Units: 1 Taal Stories: 1 PlatBook Builder Name: Worst Case: No Street 349 NE 102nd St. Permit Office: Rotate Angle: 0 County: Dade Jurisdiction: Cross Ventilation: No City, State, Tip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 - New/Existing: Addition Comment CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.1165 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Galion EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 2.27 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft 0ft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 99 ft 0 535 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 551 ft2 66 ft2 Light 0.5 No 1 14 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 535 ft2 N N 2/21/2012 5:00 PM EnergyGauge®/ USRFSB v2.8 Page 1 of 3 Building Input Summary Report CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic () 19 535 ft2 0.11 Woad WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt AdTo� Wall Type Catty Vaue Ft In Height Sheathing Framing Solar Ft In Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 2 W Exterior Concrete Block - Int Insul 5 34 77 5 17 3 8 0 323.33 ft2 0 8 0 138 ft2 0 0 0 0.75 0.75 DOORS Omt Door Type Storms Width U -Value Ft In Height Ft In Area 1 N Wood None 0.2 0.1 0.1 0.01 ft2 WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Storm Area Overhang Depth Separation Interior Shade Screening 1 N Metal Single (Clear) 2 W Metal Single (Clear) Yes Yes 0.86 0.71 N 36 ft2 0.86 0.71 N 20 ft2 2ft0in Oft1 in 2ft0in Oft1 in None Exterior 100% None Exterior 100% INFILTRATION & VENTING Method — Forced Ventilation — SLA CFM 50 ELA EqLA ACH ACH 50 Supply Exhaust Terrain/Wind Run Time Shielding Best Guess 0.00030 421 23.1 43.5 0.207 5.90 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0ft2 O It 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flaw SHR Ductless 1 Central Unit None SEER: 13 18 kBtu/hr 540 cfm 0.75 True HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 11.5 kBtu/hr True HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 2/212012 5:00 PM gal gal EnergyGauge® / USRFSB V2.8 deg Page2of3 Building Input Summary Report 2/21/2012 5:00 PM EnergyGauge®/ USRFSB V2.8 Page 3 of 3 TEMPERATURES Programable Cooling Venting Thermostat. Y [X1 Jan [Xl Feb [pq Jan [PC]] Feb i j Mme' Ipq Mar Ceiling Fans: N Apr May Jun 0 � � May Iii Jun X Jul X Jul Au X Aug �X Sep [iii Oct ril Nov Recc Iiii Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM PM Cooling (WEH) AM PM Heating(WD) AM PM Heating (WEH) AM PM 78 80 78 78 66 68 66 68 78 78 78 80 78 78 78 78 78 78 78 78 66 66 66 68 68 68 66 66 66 68 68 68 78 78 78 78 66 68 66 68 78 78 78 78 68 68 68 68 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 6 Hours 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher AM % Released: 60 PM Annual Use: 0 kWh/Yr Dryer AM % Released: 10 PM Annual Use: 891 kWh/Yr Lighting AM % Released: 90 PM Annual Use: 955 kWh/Yr Miscellaneous AM % Released: 90 PM Annual Use: 1202 kWh/Yr Pool Pump AM % Released: 0 PM Annual Use: 0 kWh/Yr Range AM % Released: 100 PM Annual Use: 447 kWh/Yr Refrigeration AM % Released: 100 PM Annual Use: 775 kWh/Yr Well Pump AM % Released: 0 PM `al Use: 0 kWh/Yr 0.65 0.33 0.105 0.779 0.139 0.377 0.2 0.875 0.16 0.16 0.48 0.52 0 1 0.057 0.457 0.85 0.88 0.05 0.1 0.65 0.65 0.65 0.33 0.33 0.33 Peak Value: 0 Watts 0.081 0.046 0.046 0.698 0.605 0.57 Peak Value: 0 Watts 0.05 0.028 0.024 0.396 0.335 0.323 Peak Value: 0 Watts 0.1 0.05 0.05 0.85 0.8 0.625 Peak Value: 200 Watts 0.15 0.16 0.18 0.17 0.25 0.27 Peak Value: 312 Watts 0.47 0.47 0.47 0.5 0.5 0.5 Peak Value: 220 Watts 0 0 0 1 1 1 Peak Value: 0 Watts 0.057 0.057 0.057 0.343 0.286 0.4 Peak Value: 165 Watts 0.78 0.75 0.73 0.85 0.85 0.83 Peak Value: 106 Watts 0.05 0.05 0.05 0.1 0.1 0.1 Peak Value: 0 Watts 0.65 0.33 0.081 0.581 0.029 0.344 0.05 0.625 0.23 0.34 0.47 0.59 0 0 0.057 0.571 0.73 0.88 0.05 0.1 0.65 1 0.128 0.57 0.09 0.448 0.075 0.6 0.45 0.55 0.47 0.73 0 0 0.114 1 0.73 0.95 0.05 0.1 0.65 0.33 0.9 0.9 0.256 0.57 0.57 0.57 0.169 0.303 0.791 1 0.2 0.375 0.575 0.55 0.4 0.26 0.55 0.88 0.64 0.71 0.79 0.99 0 0 0 0 0.171 0.286 0.857 0.429 0.75 0.75 1 0.98 0.1 0.1 0.1 0.1 0.33 0.9 0.849 0.57 0.541 0.8 0.5 0.625 0.19 1 0.67 1 0 0 0.343 0.286 0.8 0.95 0.1 0.1 0.33 0.9 1 0.488 0.594 0.597 0.8 0.7 0.16 0.86 0.61 0.96 1 0 0.343 0.229 0.8 0.93 0.1 0.1 0.33 0.9 0.977 0.43 0.502 0.383 0.95 0.65 0.12 0.51 0.55 0.77 1 0 0.343 0.171 0.8 0.9 0.1 0.1 0.33 0.65 0.872 0.198 0.443 0.281 1 0.375 0.11 0.28 0.53 0.55 1 0 0.4 0.114 0.8 0.85 0.1 0.1 2/21/2012 5:00 PM EnergyGauge®/ USRFSB V2.8 Page 3 of 3 MIAMND�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series "PW 701" Aluminum Fixed Window — APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact, sheets 1 through 8 of 8, dated 7 /14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1112.10 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. 4PPROVED NOA No 10-0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 o\ 100 f ')' .40 .? , %� '' 7f N !0, •`f' ‘S /0 ■ G t a' .?.v fD �/Jj ,Q rN i' /i .- ' /J p d b 5�;,. Gfha N r0 4th , ' •' .s Obr bG i tN N.-4 d; , o, �// 'le 0c. q' e..Gcp i,? C'J r.. 0,_ 4'/ X1;7 Jf. t`. ,e N0 .5- 4 r/! N ,},} r,,,,-, 0t-, s r. 3/ a. r. sr N. �, 4 'o to r 'bG Pn e. b. PLC• `4�. Nr is PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08-1112.10" 2. Anchor verification, comparative and structural analysis, dated 04 /13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME-1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08-1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. 8.0/549/i0 Carlos M. Utrera, P.E. E -1 Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR use A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). 8. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESILD PRESSURE AND ASTM E1300 -02, 3– SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3– SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. _. Ill_. ' _e • -_e _ :._! 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE – FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Rrad er. J.R. Nand Byr F.K. Revs. C 8 Redekw: WIDTH 1 . f x� x L If --.4 WIDTH 44-1/4" VISIBLE UGHT 12 -7/8° MAX. 0.C. 92 -1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE 12 -7/8" MAX. 48° FLANGE TO FLANGE B TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2° MAX. --►� 98 1/4° FIN TO FIN 5° MAX. 0.C. 45 -1/4" VISIBLE UGHT MAX O.C. 5" I'- I D 93– /4" VISIBLE LIGHT 96° 2" MAX. 48" NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED— 2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 50 1/4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 1 I--- WIDTH --I i 1,.—_ WIDTH —�{T PRODUCTIIEVISED will Ile FIN* Na IDTH 1 T Fes— WIDTH —.I C�9 7 NFORM rioNR FORWLARGER 6YI INWS. i70N TO INCLUDE- /2 cip E , ASTM E 1300 -02 AND REVISE Drown By Data Fx 7/14 Checked einOater I+ WIDTH -+j I► WIDTH +i I.– WIDTH – 1 T . T Imo` 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 60X 1529 NOKOMIS, FL 34274 1L J i ATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT BMae✓Necek ewmr Bheea Drairing No. paean NTS 1 d 8 424 • c t W I'i ••• f A. Lynn Ier P.E.# MlI 58705 , P.E. Fin and Flanged Windows Maximum Design pressure ( +1.psfj mews* 9 /1819- esome.sitses Ma ua181t3n8i5- 7n6AMR -9n - .090.19- 9/16HS "A" or '13" Dimension (in) Ina umb 9nss,o90 PV8.9n9HS 7/26 Laid Mk 5 /e$•7n6A1K- 9/165- .090PVa -9n91.9 A" or "B" dimension (In) 24 30 38 42 48 64 80 67.878 ..i Q 6 la 38 80.01 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.878 80.0 80.0 80.0 80.0 80.0 71.1 84.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 80.0 78.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 80.0 84 80.0 80.0 80.0 74.3 88.3 83.6 88.3 80.0 88.3 80.0 80.0 80.0 73.8 67.4 82.5 80.0 98 80.0 80.0 77.2 64.7 98.2 109.7 80.0 109.7 80.0 80.0 72.3 58.3 120 80.0 120 80.0 80.0 70.4 128 80.0 128 80.0 80.0 70.0 145 80.0 145 80.0 80.0 Fln anti Flanged Windows Maximum Design Pressure OP p� mews* 9 /1819- esome.sitses Ma ua181t3n8i5- 7n6AMR -9n - .090.19- 9/16HS "A" or '13" Dimension (in) 24 30 38 42 48 54 80 67.875 it b98 36 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 80.0 80.0 80.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 88.3 80.0 80.0 80.0 80.0 80.0 71.1 80.0 80.o 80.0 8D.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "8°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 7/16' LAW GLASS NOMINAL ■■ .090' DUPONT BUTACITE OR Wan KEEPSAFE sTRENGYKENED MASS 3/16° ANNEALED OR HEAT + INIE NM M CO I els° *LA._ i© 316' HEAT GIHENEO 6090 11/16° 809. GLASS STE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/18' LAMI OLLSS NOMINAL 7E. L° O SPACE 6047 1 q 3/18° ANNEALED OR OSS STRENO79ENED 01890 t 3//16° MEAT .L. 3/16" HEAT 1 STRENGTHENED OL STRENGTHENED GLASS it LM „,.... GLASS BITE 1-1--`-'? 71 0 1 1/18° LAMI GLASS NOMINAL 080' DUPONT 8UTACITE OR SAFLEX KEEP5670 MAXIMUM P18 181091AA7ER 0°R 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTE RAL FIN FRAM (INTEGRAL FIN FRAME SHOWN) "A" & "B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. A" DIM. "B" DIM. - - ►{ Kawd By: J.R. .231/10 Revtl 6y F.K. 4/4/07 Roved By: Dc(a RB C oR FORWLARC1 E.ON0D IZ ttON TO INCLUDE B NO CHANGE THIS SHEET F.K 7/10)3 .17•71 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 50X 1529 NOKOMIS, FL 34274 Iro•••-•••••4 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Smroe/M"tek PN-707 560, NTS 2 a B0 42684 "A" I DIM. "B" DIM. 1%%%II 111111/ ``N 1Y NN M�ttiyyi�i e * ; tux 58708 , rSSIO)��FV 10%.` A. Lynn M1118r, P.E. P.E.# 58795 INSTALLATION DETAILS FOR FINNED FRAME$ 2X WOOD BUCK OR FRAMING .131" (1/8") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5° O.C. .375" MIN. ,[- EDGE DISTANCE MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 1 3/8° MIN. EMBEDMENT LEI.Th .1611M + SEE 2X WOOD BUCK SHEET 8 OR FRAMING VERTICAL SECTION D -D T 2X WOOD BUCK OR FRAMING .131° (1/8") X 2 -1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" 0.C. 1/4° MAX, SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 �-+- 2X WOOD BUCK OR FRAMING 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •)'•- :Y • .1., J.R. 3/37/70 r•RMAOr F.K 7/14109 gpXligt4TION TO INCLUDE MAX. VISIBLE LIGHT OPENING - MAX. WINDOW HEIGHT - HORIZONTAL SECTION C -C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 Deasttptiorp INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT PRIM D rm. NTS 3 m 8 4889.4 1 -3/8" MIN. EMBEDMENT 17.1A A. rt1_04 /61,EW 1P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER MIN. CONCRETE KSI ANCHOR TYPE,.. SEE SHEET 7 PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU OR 1.5 KSI MIN. CMU 1X WOOD BUCK IX WOOD BUCK 1/4" MAX. SHIM 1/4" MAX. SHIM —.- SEE ANCHOR GUIDELINES, SHEET 6 - ©7 1/4" MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING IREBLOR SEE ANCHOR GUIDEUNES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDEUNES, — +► SHEET 7 INTERIOR 18 DR® C>.® 0 90° CORNER ASSEMBLY MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMTTS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Read Br Data J.R. 3 731/10 Read Bp. Dac Raved By: pole: ea+n Si dde: FJC 7/14J3 Aee.teae: wLA apFIEN ION TO INCLUDE 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 LbSote: I 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.G. BMX 1 529 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT Berisy/Madek Sada Butt braving No. Pw.701 NTS 4 of 8 42694 P4QOtTC! R�+� ooreM�tidAdMaids �� LLLLiiee as Amposertip 0%11u 1fua. �.� 1YNW lylli i .j0 ; :,›pENSE K r: r, * No' 55105 1 li11�tr1111 A. Lynn Mllier, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 8 1 3/8° MIN. EMBEDMENT 2% WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF-DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. #12 STEEL SELF - DRILLING SMS (05) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR SEE ANCHOR'. GUIDELINES, SHEET 7 . MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP EXTERIOR DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 -T6 MIN. .125° MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FIN FRAME WITH FIN REMOVED IX WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR GUI DEUNES, . SHEET 7 --01 1/4" MAX. SHIM 1-3/8" MIN. -'_II EMBEDMENT 1/8" NOM. MIN. EX7FRIOR METAL FRAMING A36 STEEL: Fy -36 KSI MIN. .125" MIN. WALL THICKNESS EXCLUDING POINT #12 STEEL SELF - DRILLING SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) Lai =la SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER RIOR FULL- LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 1/4" MAX. SHIM SEE ANCHOR GUIDEUNES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN, CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SHIM G5) 1 i X12 STEEL. SELF- DRILLING SMS ( USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Rated S: tea J.R. 3/31/10 wmft deal »r• Dam Revteenw FJC A/4p9 MI.VOrtir108EnalltrON TO INCLUDE EXIERI0R STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Checked *Gediz 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MIT INSTALLAT10N, FINNED FRAME tua ALUMINUM PICTURE WINDOW, IMPACT SataeNmeo aorta snaa< orc Foram NTS 8 a 8 .� 4259.4 ricauctinum 8a9AMi5t7o�e 14°'"16 p M8gl4ea too .alb �,Q1vNtrrr!!�! � p?;GBpg� F' ' �* ! SO. W.— 4 10 slx it/e/ !!fill LILY, A. Lyynnn MIIler, P.E. P.E.# 58705 Head, SIU and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) Anchor TYPe Anchor Description Substrate Min. Edge Distance Min. Embed mend Anchor Type "A° or "B' Dimension 5n) \ 24 30 38 42 48 84 W 87.875 Anchor Location* 1 3 2 3 3 4 4 3 1 4 2 3 3 4 4 3 1 4 2 3 3 4 4 3 1 4 2 3 3 4' 4 3 1 4 2 3 3 4 4 3 1 4 2 3 3 4 4 3 1 4 2 3 3 4 4 3 1 4 2 3 3 4 4 3 1 812, Steel screw (G5) 812 Steel screw (06) 812, Steel screw (06) 812, Steel screw (GS) S. Pine S0. Stud, Or 33 Alum. 6033-T8 A36 Steel 0.884" 0.324" 0.324" 0.324" 1.375" m .048798Ga 0.126" 0.125' I"B' Or °A° Dimension (hl) Jamb Head/S01 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 5 5 8 5 8 8 8 5 8 8 8 8 7 8 7 8 2 814, Steel SCAM (G5) 814, Steel screw (G5) 814, Steel sorer (G5) 814, Steel screw (G5) S. Pine Stl. Stud Gr 33 Alum. 6063 -18 A36 Steel 0.984° 0.361" 0.381" 0.381" 1.375" .048"/18Ga 0.125" 0.125" Jamb 4 4 8 4 5 4 5 4 5 6 5 6 6 6 6 6 6 5 8 6 6 6 8 5 6 6 8 5 5 6 6 5 Haad!SW 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 5 5 6 5 8 8 7 6 8 6 7 6 7 7 8 7 Jamb 8 5 5 8 8 5 8 5 5 8 8 6 6 6 7 6 8 8 7 8 7 8 7 6 7 8 7 6 7 8 7 8 Head/S01 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 6 8 5 6 8 7 8 7 6 7 8 8 7 8 7 3 1/4° Steel Mignon 1/4" 410 SS Creteflex S. Pine S. Pine 1" 1" 1.375" 1.375" 87.878 Jamb 6 8 7 6 7 6 7 6 7 8 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 1 8 7 8 7 Head/S51 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 5 6 5 6 8 7 6 7 6 7 6 8 7 8 7 4 6116" Steel Ultracon S. Pine 1.28` 1.375" 72 Jamb 8 8 8 8 7 8 8 8 7 7 8 7 7 7 8' 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/SM 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 5 6 6 6 8 8 7 6 7 8 7 6 Jamb mb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8' 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 6 5 8 8 7 8 7 8 7 6 at Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 6 6 6 6 8 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Haad/SW 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 8 5 6 6 8 8 7 8 98 Jamb 8 8 10 6 9 8 10 8 9 9 10 9 8 9 10 9 9 9 11 9 Head/EMI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 5 6 6 8 109.7 Jamb 9 8 12 9 10 8 12 9 10 10 12 10 10 10 12 10 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 "Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 19 11 13 11 12 11 13 11 12 12 13 11 Head/8W 2 2 2 2 3 3 3 3 4 3 4 3 A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 145 Jamb 12 12 15 12 13 12 16 12 PitoDUCJ' RIMEo Head/8W 2 2 2 2 3 5 3 3 I"A" _...1 DIM. "I Aemptsko s. i », ., U$ „,, - 0,4r.,; >of - �� -- _ r~ ``,,11t11tii,ry� ♦` ♦� `/ ��77' ♦ ♦4� JGf:NBF -' '� • �)' •'•��r #1 - fir? rye' *708( .... N O•'O �t a +' 41 'i .....Ci: '�'•••,• ''''�S10NP.S.; ` ♦♦ A L r< IiI P.E. P.E. 58705 NOTES; "B° DIM. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32F r. 2. FOR SIZES NOT SHOWN, ROUND ,{JP TO THE NEXT AVAILABLE WIDTH CR HEIGHT DIMENSION. �-- "B" DIM. —� 3. FOR ARCHITECTURAL WINDOWS, F1ND THE SMALLEST ...\,.....s WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL r WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. I 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE DM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. ^ -., J.R. �Pr. ^ J .31 PO 4 4 07 ^ C.,. 1N AtA7lON FOR GEkEW(NDtJ �` 70 INCtUOF omn�re„ �C ANCHORAt3> WOOD SUBSTRATE mm ALUMINUM PICTURE WINDOW, IMPACT him NEW SHEET 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. eqx 1529 ��` •� n. ' NCKOMIS, FL 34274 J'1 NTS 8 "" 8 42694 �^ ^ Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 5 -7) Anchor Description Substrate Anchor TyPe "A' or "B° Dimension Uri) \ 24 30 38 42 48 64 80 67.875 Anchor Location* 6 8 7 5 8 7 8 8 7 6 8 7 6 8 7 5 6 7 6 8 7 6 8 7 4' ■Head/Sill C 15 ic 38 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Si8 2 2 2 3 3 3 4 4 3 5 6 4 6 5 4 6 6 6 6 6 5 7 7 8 48 Jamb 5 4 4 8 6 4 5 6 4 9 8 8 6 6 5 6 6 5 8 6 8 6 6 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 5 8 7 8 8 7 6 8 8 7 7 60 Jamb 8 8 5 6 6 6 6 6 6 7 6 6 7 8 8 7 6 8 7 8 8 7 6 8 HeacVSM 2 2 2 3 3 3 4 4 3 6 6 4 6 5 5 7 6 6 7 8 6 8 7 7 87.875 Jamb 7 8 8 7 6 6 7 7 6 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 8 6 8 7 6 6 7 6 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 8 8 7 7 9 7 7 9 7 7 9 8 7 Heal/Ski 2 2 2 3 3 3 4 4 3 6 6 4 8 5 8 7 9 8 7 8 6 78.8 _ Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/SW 2 2 2 3 3 3 4 4 3 8 8 4 6 8 8 7 9 8 7 8 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 2 2 2 3 3 3 4 4 3 6 5 4 8 6 6 7 8 8 86.3 — Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SI11 2 2 2 3 3 3 4 4 3 8 8 4 8 8 8 7 8 se Jamb 10 8 8 10 9 8 10 9 8 10 8 9 11 9 9 — Head/88i 2 2 2 3 3 3 4 4 3 8 6 4 6 6 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/SIU 2 2 2 3 3 3 4 4 3 8 8 4 * Width and Height dimensions may be reversed to locate anchor entitles on the table. If so, the Head/Sill a n d rows must also be reversed so that the longer dimension gets the most anchors. 120 Jamb 13 10 10 13 11 10 13 11 10 Head/SfI 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/SUI 2 2 2 3 3 3 4 4 3 148 Jamb 18 12 12 18 13 12 Head/SUI 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AN J2 HAVE AN AREA OF MORE THAN 32FT°. 2. FOR SIZES NOT SHOWN, ROUND ge TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "5") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Read Eir J.R. F RMAt10NEDRTW A dEnteTION TO INCLUD Anchor TYPe Anchor Description Substrate Min Edge Distance Mtn. Embed - ment 5 1/4" Steel IAtracon Hollow Block 1" 1.28" 1/4" Steel Ultraccn 27k Comets 1° 1.378' 6 1/4" 410 SS CreteFlak Hollow Black 1° 1.25" 1/4" 410 88 CreteFiex 3.35k Concrete 1° 1' 7 6/16" Steel UltIaCOn Hollow Block 1.583" 1.26" 6/18" Steel Ultracon 3.5k Concrete 1.25" 1" "B" DIM. DIM. A & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. °A" DIM. "8" DIM. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. WQX 1529 NOKOMIS, FL 34274 ANCHCRAG4 MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT serMMk"d"�: rata Stie"t 0 as PYW7o1 NTS 7 "k 8 4-4 e' et4SE /+ k: 1y088105 r!!r!llDNkkkk A. Lynn Miller, P.E. P.E.# 58705 2.784" INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A w"ad uy: J.R. reeved us Reeed er mFC Data 3/3!/70 D C Revisions: Revidm": FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 WAlio' 0 iARO LIN11YMY f .975° .050" — ..jl+ -- 7/16" LAMI GLASS DEAD tc MAT'L: 6063 —T5 DWG NO. 4255 .346" —••••1 .975" .050° —►-{ I..- -- 1 -1/1 6" LAMI I . GLASS BEAD \--:1 MAT'L: 6063 —T5 DWG NO. 4254 JNSTALL. FASTENER COVER is MAT'L: 6063 —T5 DWG NO. 4224 TION iO INCLUDE ITBI1 DWG 8 PART 8 DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & Jamb 2 4253 64253 Flanged frame head, slit & Jamb 7 1155 781 PDX 88 x 1 Quad PH SMS stainless steel 8 Schnee - Morehead SM5504 acryl-r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1-1/16 lami LG. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener over 14 Dow Corning 899 glazing sealant or mph/Went 15 Dow Coming 995 silicone structural tural sealant, black 17 7116" lami glass: 3/16" annealed - .090 DuPont Butactte or Safiex KeepSafe Maximum PVB dnteriayer - 3/16" heat strengthened 18 1 -1116" lami I.G. gleam 3116" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or >tl KeepSafe Maximum PVB Interlayer - 3/16" heat 20 4282 64262 Architectural corner key 21 7/16" lami glass: 3/16" heat strengthened - .090 DuPont Butacite or Safiex KeepSafe Maximum PVB Interlayer - 3/16" heat strengthened 22 1 -1/16" lami I.O. glass 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butaclte or Safiex KeepSafe Maximum PVB lrrterlayer - 3/18" heat strengthened 1070 TECHNOLOGY DRIVE N. VENCE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUS/ON PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT I NTS 18 « 8 "*42159-4 IC `0%111111114,, ` �.1�rG se ob geg tilk 0.491 A. Lynn Miller, P.E. P.E.# 58705 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 Etllitahlmltbdimindualles This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County BNC- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR 710" Aluminum Horizontal Sliding-Wintlw APPROVAL DOCUMENT: Drawing No. 4127 -10, titled `Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06120/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 07-0815.09 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P. E., M. S. �f 8 /t° NOA No 11- 0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 Page 1 r7 n .ti �4' v' ;, h • e. \ • { , 1, `a ,`, 'rG G,. V e;....., � ,: ? °` :„., L, coy °�• '�. :`." : ,. r:✓ , , scv• n /, roe \2a - :,, �i �b G v,,p p - C tG ��p `\ea`l,`,`Cu y`(r,• r.,0 ` .:.,Y�C•`'z s° `. Vi, °�O y • ` � �. . fi\ , � �y G°V`�C��`\G+ , � GL`4� q, ‘' ' -'�e \ > 2 G ` � i \,.\ 0e),,cc°tip` •* :cot• airre �y,;5; ��c4. 5 .�• �� . 2 \F., t� ° \, t yo r4• t 'o r PGT Industries Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITPED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by POT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07 -0815.09) 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, Type "C" sliding window, Grade 10, per FBC 2411 32.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/20064/ signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) /` 3. 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842 -04 Along with muarkedZup drawings and installation diagram of XOX aluminum horizontal sliding ,Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edm►undo Largaespada,,dP. E. (Submitted under NOA No. 06-0405.06) E -1 simy A. Mahar, P. E., M. S. BNC- Produet Control Unit Supervisor NOA No. 11-4630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 rGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07-0815.09) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10 -0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed. by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07 -0815.09) 3. Laboratory compliance letter for Test Reports No.'s FrL -4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted wider NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 07-0815.09, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window -- L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. my A. Makar, P. E., M. S. BNC— Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 E -2 GENERAL. NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. 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. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV8 INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18" LAMI CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/18" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 8/16" OR 3/8" AIR SPACE AND 8/18" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 8/18" OR 318" AIR SPACE AND 8/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13116" LAMI I0: (1) LITE OF U8" OR 3H8" ANNEALED (MIN.) GLASS, 8/18" OR 318" AIR SPACE AND 5116" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18° LAMI 10: (1) UTE OF 1/8" OR 3/18' ANNEALED (MIN.) GLASS, 3/18" OR 114" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18° LAMI I0: (1) LITE OF 1/8" OR 3/18" ANNEALED ( MIN.) GLASS, 3/16" OR 114° AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 3118" ANNEALED GLASS AND (1) LITE OF 3(18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13118" LAM M: (1) LITE OF 1/8' OR 3116" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 0�,1(p, j( 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 TABLES ASTM E 130040. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT, BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. EMU I i hips ARE NOT REQUIRED. 8. FRAME AND PANEL CORNED SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS F71-4858, FTL -4859 AND PTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0226.08 ANSI/AF&PA NDS -2008 FOR WOOD CONSTRUCTION ADM -2008 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. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES O • L SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. JA. NOA DRAWING MAP SHEET GENERAL NOTES.-- 1 GLAZING DETAILS. „, 2 DESIGN PRESSURES...._.3 ELEVATIONS...... 4 VERT. SECTIONS 5 HORIZ. SECTIONS —... 6 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL—.—.—5 ANCHORAGE.. ......... 8-11 ISODUCTKIIVISED Oomiftkit 1N8 Coda Aware= No • ±; O.02 Dare get & ADOS2 3 CAP TOOR TEMPERED 6.3O1TNOTE R.K F77.4 3307'01,107E0 & CHG. NOW 870 MIRROR' EMT PJG 1011ZA8 8 CHANGE TO ACME 1300.A2 taWnEr LW Ctemd:, yMp RIG 228108 J L ;lam 1070 T INOLODYDRIVE NOKOMIS. FL 3Z8 P.O IMO . N Fl. 8411A4 P,"1 GENERAL NOTES ALUM. HORIZONTAL RORER WINDOW, IMPACT HRT10 I NTS 11 d 11 I 4127 -10 Rev D 1/2" NOM, GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8118" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 63,64,65 C] EXTERIOR INTERIOR* (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS - 0 �w� \ LA NOM. 0L88 BITE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/18" OR 1/A" AIR SPACE 1/8" or 3118" ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1/8" ANNEALED OR HEAT STRENGTHENED GUM .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 8118" LAMINATED 8/18" OR 3/8" AIR SPACE 1/8" OR 3/18" ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI 1G GLASS W/ 5/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 • L SHALL HAVE A TEMPERED I.Q. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NrgSp our .LR 691 }7 RenclaX- PRODS= ROVIM3B as cemplyfre with the Horida BuNtag Coda Acceptant* No D ADDWIO CAP TOSE7 @ +SOFTNOM NO CHANGE 77 SHEET NadilYIN 0 B Chwitoiltbe -.L NO CHANGE 7Hi$SHEET ado 107011322401.00Y DRIVE N01WMI9 FL54275 P.0.3931529 NOKDMI9, FL 34274 GLAZING DETAILS Inc." ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visfigy Better HMO Fldl 12 a 11 I 4127 -10 !1 M L Mark, P.E. P8083112 r51 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) D a FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLAD HAVE A 0 • L SHALL HAVE A TEMPERED I.G. GLASS OR E DP QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 60 6/8" 54" 80" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" 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 +68.8 -58.8 +58.2 -56.2 108 318" A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +55.2 -55.2 +52.3 -62.3 108" 1 A,B,G,HI +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +54.6 -54.6 1 +61.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" 0,1 +60.0 -60.0 t#,T0111" DE J,K,F, L +75.0 -75.0 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 WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/18" A'B'C' G,H,I +60.0 -60.0 TO 88 7/16"1 DJ,K,L, , +75.0 -76.0 TABLE 3, OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS WINDOW HEIGHT TYPE 28" 38" 38 3/8" 48" 60 5/8" 54" 80" 63" 80" A,B,G,H +76.0 -75.0 +76.0 -76.0 +75.0 76.0 +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 PRODUCT e"�alr�Bihdi RIMED_ rya" aoo No *9001,02 :. , - :. i 1 66" A,B,G,H +76.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -76.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +76.0 -75.0 +76.0 -75.0 +76.0 -75.0 +76.0 -75.0 +76.0 -75J) +75.0 -76.0 +69.6 -69.6 +65.2_ -65. r �� 74 A,B,G,H +75.0 -75.0 +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -76.0 +88.1 -68.1 _ ' +63.8 -63,8 . UP TO 74" C 0 E,F, I,J,K, L +76.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 pX0)9, FTL -4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1 /8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/18" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI- (3116" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) ' G. 13/16" LAMI IG -1/8" OR 3/18"A (MIN.), 6/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" I.AMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG -118" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/81HS, .090,1/8"HS) J. 13/18" LAMI IG -1/8" OR 3116"A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "A) K. 13/16" LAMI IG -118" OR 3/16 "A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/18 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16"HS) �� #"'"."*."' G %� / L PE. Structural 111 Maim D , uaaaPTOSS MIMED , , ADM NOTE ,morecF+Naoorowve NO1 M $, IR 84271 P.O.BQaCMe Nox0 sB.Fl.sau4 DESIGN PRESSURES FA PJ Fd4 4N8�T 7Of77A'0 /MO uI ADD INTEGRAL FINOPTION & UPDA7EASTh fl We DP TM� HORIZONTAL ROLLER NDOW, IMPACT ,, NTS 13 s 11 4127 -10 1 D 27 3/8° MAX. DLO VENT 6 X 64 6/16" MAX. DLO FIXED O 57318° MAX. DLO ALL FIXED LITES 110" MAX. WIDTH I.F. FRAME 111 MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/41/2 -1/4) 33 8/18° 33 8/16°° MAX. DLO FIXED CTl DLO VENT 0 6 MAX. DLO ALL VENTS 62„ MAX. I.F. FRAME ALL OONFIO. 83° MAX. FLANGE FRAME ALL CONFIO. 74" MAX WIDTH DETAIL A - OX OR XO! C7'3; MAX. WIDTH I.F. FRAME ---+� FLANGE FRAME as FJG B waffle OrDIECHNOLOOVORMI Nacceskrumfas PN�FLW M 27 3/8" MAX. DLO VENT 27 3/8" MAX. DLO FIXED a,. 86 7/16" MAX. WIDTH I.F. FRAME --+II -+--68 7H8° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D (FRAME CORNER CONSTRUCTION) ELEVATIONS ALUM. sue IMPACT HORIZONTAL ROLLER W, HR710 1 NTS f 4 a 11 1 4127-10 1 7 $ D PPM= REVISED as amplying with the l Wands asd Cade ji�04f9.62j A �Dats �r: -fl /20 gat Robed Et PE Struaturel INTERIOR EXTERIOR MAX. FIXED DLO --■1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX HEIGHT FLANGE FRAME INTERIOR MAX FIXED DLO MAX. VENT DLO MAX WIDTH (IF. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR W SECTION C-C tirlii SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (MIMI 011,1 AR, 1 0t+ 0 NO CHIME MS SHOW JG 4/180)7 0 AVID INTEGRAL FB+t MAMA IT 41, Ma 43 AND VMS DO AM ROOM FA 1 Zv8 0 W NO MUM MIS Meg 'IT tetr "''' Btk beta 'IT JJ 38'306 1070 TE1200214:0Y own 8 P.Q. BqX 15 NOIOD ,R. 34274 HEAD (VERTICAL SECTION, I.F. FRAME) PRODUCTRgEVGBA s�caAa oo wtetmoPlmWe AgegPMateratiyaftza SECTIONS ALUM. HORIZONTAL ROLLER WINDOW IMPACT 60.06do pm. pro* tlat.ft no I Hai 1 5 a 11 4127 -10 D Robert L Olmk, P.E. PE 438712 TiT4VI DWGW 1 4102 2 4025 3 4 4053 REV DESCRIPTION A FLANC3E FRAME HEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8X3/4PH. PAN HEAD MAT'L 6063 -T6 AL 6063 -T5 AL PGT# 612237 612244 7834AA 6 4I36 7 4137 8 10 4131 71298 SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER 12 1626 ADHESIVE OPEN CELL FOAM PAD 13 4002 14 4134 A FLANGEFRAMEJAMB 6063 -T5 AL 6063 -T6 AL 64136 6063 T6AL 64137 6063 -T6AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6 AL 612225 GASKET FOR MAIN FRAME SILL JOINT 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 17 4054 19 4066 B FIXED MEETING RAIL 6063 -T5 AL 6063HD -T6AL 74134W/K 78IPQA 641100 64054A 21 4105 22 23 24 WSTP.,.187X .230, FIN SEAL SASH TOP & BOTTOM RAIL 6063 -T5 AL 640660 612240 1683 225-1 226 WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE 32 4006 D SASH MEETING RAIL 33 1235 35 1096 WSTP,.170 X .270 BACK, FIN SEAL SWEEP LATCH 616830 421I2HD BRASS 7BRWHL2 POLYPROP. 44128N 606311S -T6 AL 64006 36 1016 #8 X.625 PH. FL SMS DWG! GLASS, 67 68 69 1, II 71 " 72 73 74 75 76 77 " 90 91 1014 REVI DESCRIPTION 1 MAT'L 1 PGIW 13/16" LAMI 10-1/8"A (MIN.) 3/8 "AIR SPACE, 5/16' LAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16' IAMI 14U8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1 /8"A,.090 PVB, 1/8"HS) 13/16" LAMI I0 -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMS (1 /8"HS, .090 PVB,1/8"HS) 13/16" LAMI 143/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 13/16" LAMI 143/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"HS) 13/16" LAMI I43/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8"HS, .090PVB,1/8"HS) 13/16" LAMI 1418 "A (MN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3/16"A) 13/16" LAMI 141/8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3116"A, .090 PVB, 3/16"HS) 13/16" LAMI 141 /8"A:(MIN.),1/4" AIR SPACE, 7/16" LAMI (3/16915,090 PVB, 3/16"HS) 13/16" LAMI 143/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 13/16" LAM110-3/16"A (MIN), 3/16" AIR SPACE, 7/16' LAMI (3116"A, .006 PVB, 3/16 "HS) 13/16" LAMI 10.3/16"A (MIN.), 3/16" AIRSPACE, 7/16" L1M1(3 /16"HS, .090PVB, 3/16418) SCREEN FRAME 0101. & VER.) 3105 -H14 AL 1630 SCREEN CORNER KEY W/RINOS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS 93 1073 SCREEN SPRING POLYPROP. ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCRI3EN MOTH 675160 DIE-CAST 71096 37 4126 SASH SIDE RAIL 38 39 1683 7070 WSTP,.2550X .270 BACK, FIN SEAL 7858 6063-T5 AL 64126 616830 40 BULB WEATHERSTRIP .187 X 275 67070K LIFT RAIL COVER CAP 41 4139 I.F. FRAMEHEAD 42 4140 I.F. FRAME SILL 43 4141 D. FRAME JAMB 50 51 1224 52 1225 53 4039 74078"C" LORR 6063-T6AL 64139 6063-T6AL 64140 6063 T6AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB VINYL GLAZING BEAD BULB (THAN) 13 GLAZING BEAD -5/16" 54 4044 55 4222 B GLAZING BEAD - 5/1e W /GRILL KIT 6TP247W,K 6TP248K 6063 TS AL 64039E 6063-T5 AL 644703 A c AZINGBEAD -7/16" 56 S9 985 4067 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 64222 6063 -T5 AL 6985 GAZING BEAD - 13/16" 60 61 GLASS, 62 63 64 65 " 5/16" LAMI (1/8" A, .090 PVB, I/8" A) 6063-T5 AL 64067 5/16" L1 MI (1/8" A, .090 PVD,1 /8" 115) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" 11S) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) taw* nabs +tome AR, WW1 D ADDED 'YMINXTO GLASS TYPES 0 8 FBF Jc 4n o7 Zoo 10h7/B 9 ADD ITEMS 41, 488 IS I.F. FRAME JAMB #4141, 6083 -T8 Mmdee MOCHA GE THIS WEST 1070 TECHNOLOGY DRIVE NOKOMIS, PI. 84h8 PNOK . 164 aa4 2 7a 41 I.F. FRAME HEAD #4139, 6083 -T6 A 1_ 710 42 .F. FRAME SILL #4140, 8083.78 PARTS LIST "AGM. HORIZONTAL ROLLER WINDOW, IMPACT T4S Ra,' asp am aw aw t07Tto NTS I @ 11 l 4 ?412740 44' e.. D J.R 1273 1.373 L2.710 O FLANGE FRAME HEAD #4102A,8083•TO .490 1==.1 k- 1.461 -+-1 2 SASH STOP #4026, 8083 -T6 21 SASH TOP & BOTTOM RAIL #4133, 808348 .060 toe 64 GLAZING B , 5/18" #40448 8083-T5 (USED WJ GRILL KIT) 3.162 iE O FLANGE FRAME SILL #4138,8083 -T8 .081 0 HORIZ. ROLLER TRACK #4131,8083 -T6 32 117 1.081 I -- SASH MTG. RAIL #40080,8083HS -T8 —.060 678 use T 0 GLAZING BEAD 7/18" #4222A,8003 -T8 8 NOCHANGE 7788 SHEET .082 1.187 O FRAME SILL ADAPTER #4137, 6063•T6 1.187 11403 -�^ 17 FIXED MEETING RAIL #4064B,8083HD -T8 37 SASH SIDE RAIL #4128, 6083 -T6 .060 :4_3778 1.116 1 —I T O GLAZING BEAD, 7/18" #9860,8083•T5 (USED W/ GRILL KIT) 1+1.613 -1 .738 0 SASH STOP COVER #4063, 8083 -T6 T 1.383 I� -2.764 13 FLANGE FRAME JAMB #4002A,8083 -T8 .878 63 GLAZING BEAD, 5/18" #4038B,8083 -T6 tt 080 1 1.097 GLAZING BEAD, 13/18" #4087,6083 -T6 PRODUCT RW08D rcomplyaewita Ih PtQddo unding Acceptance No .0 SO .Crj, . � Dmoo i. L._ 1 /.f. 1070 TECHNOLOGY DRME NOIODMIS, FL 344M P.O 18� 323/01 1 NWW ,FL34274 B EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ►i7W I Half f 7 or 11412740 D • Robert L. 0{ rk. P.E. PE 090712 Structural ANCHOR QUANTITIES, XOX (114-112.114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO 554 CRETE -FLEX 3 - #12 STEEL SCREWS (G8) GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L maim TYPE> 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC &SUBSTRATE ZONES ZONES ZONES ZONES ONES ZONES WINDOW SI7i v HEAD & SILL HEAD & SILL HEAD & 8111 HEAD & SILL 4 HEAD & SILL HEAD & SILL 2. GLASS I-- LAM! (1/8°A,.080, 1/8" A) 6 B. 5/18° LAMI - (1/8" A 080,1/8" HS) FOR INSTALLATION IN THE MVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED L.G. GLASS CAP, BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 51125 x 38.378 1 +02 +1+02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 2 1+02+1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02+1 2 C. 5118° LAMI - (1/8" H8,.090,1/8 HS) D. 7/18" LAMI 48.000 1 +02 +1+02+1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 - (3/18" A „080, 3/18” A) 3 E. 7/18° LAMI - (3/18 A,.090, 3118" HS) 50.828 1 +02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 F. 7/18" LAO- (3/18" H8,.090, 3/18" HS) 54.000 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 H.13/18" LAMI 13 -1/8" OR 3118" A (MIN.), 5/18 OR 318" SPACE, 8/18" LAMI - (1/8° 1/8" 4,.080, 718" H8) 80.000 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1+02+1 +02+1 3 1+0+1+02+1 3 1 +02 +1+02+1 3 1. 13/18° LAMI 1G - 1/8" OR 3/18" A (MIN.), 8118° OR 3/8" SPACE, 8/18" LAMI - (18° HS,.080,1 /8" HS) J. 13/16" LAMI 0000 1+02+1+02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 3 1 +02+1+02+1 3 1 +03 +1+03+1 13 -1/8° OR 3/18°A (MIN.), 3/18" OR 114" SPACE, 7/18° LAMI - (3/18" A,.090, 3/18" A) 3 K. 13/18" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/18° OR 1/4" SPACE, 7/18" LAMI - (3/18 A,.090, 3/18 HS) 80.000 x 38.378 1 +02 +1+02+1 2 1 +02+1+02 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02+1 2 1 +02+1+02+1 2 1 +02+2+02+1 2 L. 13/18" LAM! 10.1/8" OR 3/18 A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAM/ - (3/18" HS,.080, 5/18 HS) 48.E 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+2 +02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 80.828 1 +02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +2+02+1 3 DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, 30 TO NEXT LARGER WINDOW IN TABLE. 64.000 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1 +02+1+02+1 3 1+02+1 +02 +1 3 1+02+1+02+1 3 1+02+2 +02+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1+02+1 +02+1 3 1+03+2+03+1 3 28 314° MAX. FROM CORNERS. 83.000 1+02+1+02+1 3 1 +0 2 +1+02+1 3 1 +0 +1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +0x+1 3 1 +03+2+03+1 3 J � 8 'FROM CORNERS AND 221 /2° MAX O.0 TABLE KEY: 74.000x 38.375 1+02+2+02+1 2 1+02+1+02+1 2 1+02 +2+02+1 2 1 +02+2+02+1 2 1 +02+2+02+1 2 1+02+2+02+1 2 X Q 48.000 1+02+2+02+1 3 1 +02+1 +02+1 3 1 +02+2+02+1 3 1 +02+2+02 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 11+03+4+03+1 R QUANTITY PER JAMB 3 3 80.826 1 +02+2+02+1 3 1 +02 +1 +02 +1 3 4 +02+2+02+1 3 1 +02+2 +0x+1 3 1 +02+2+02 +1 3 1 +02 +2+02+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.E 1 +02+2+02+1 3 1+0+1+02 +1 3 1 +02 +2+02+1 3 1 +02+.2 +02+1 3 1+02+2+02+1 3 1 +03+2+03+1 3 A OUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 80.E 1 +02 +2+02 +1 3 1 +02+1 +02 +1 3 1 +02+2 +02+1 3 1 +02+2 +02+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 83.00 1 +02+2+02+1 3 1 +02+1+02+1 3 1 +03+2+03+1 3 1+03+2+03+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 84.000x 38,378 1 +02+2+02 +1 2 1 +02+2+02 +1 2 1 +02+2+02 +1 2 1+02+2+02+1 2 1 +02+2 +02+1 2 1+02+3+02+1 2 48.003 1+02 +2 +02+1 3 1 +02+2+02 +1 3 1+02 +2+02 +1 3 1+02+2+02+1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 60.826 1 +02 +2 +02+1 3 1 +02 +2+02+1 3 1 +02 +2+02+.1 3 1+02+2+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 64.000 1+02 +2+02+1 3 1 +02.+2+02+1 3 1 +02+.2+02+1 3 1+02+2+02+1 3 1 +02+2+02+1 3 1 +00+3+04 +1 3 ---1---1 28 3/4" max. I i8 MIN 80.000 1+02+2 +02 +1 3 1+02+2+02+1 3 1 +03+2+03++1 3 1+03+2+03+1 3 1 +02 +2+02+1 3 1 +04+3+04+1 3 .L� PRODUCrIUMSBD es solopitintvehli ihoRoth% op II � 0"02 .,. "; 1:100 fI' [Agotetp a.✓ y• /, is 63.000 1+02+2 +02+1 3 1 +02+2+02 +1 3 1 +03+2 +03+1 3 1+03+2 +03+1 3 1 +02+2+02 +1 3 1 +04+3+04+1 3 17 REF' X t / 1 1 I tit 0 1---- X -/ 108,3782 38.378 1+02+2+02+1 2 1+(x+2+02+.1 2 1 +02 +3+02 +1 2 1+02+3+02+1 2 1+02 +3+02 +1 2 1+02 +4 +02+1 2 —` 48.030 1 +02 +3+02 +1 3 1+02+2 +02 +1 3 1 +03+3 +03+1 3 1+0+3+03+1 3 1+02+3+02 +1 3 1 +03+4+03 +1 3 MTG. RAIL,TYP.— 50.825 1 +02 +3 +02 +1 3 1 +02+2+02+1 3 1 +03+3+0+1 3 1+03+3 +03+1 3 1+03+3+0+1 3 1 +03+4 +02+1 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS ROW 1 +0+3+03+1 3 1+02 +2+02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 60.0 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04 +1 3 1+04+3+04+1 4 1 +03+3 +03+1 3 1 +04+4 +04+1 3 83,0 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04 +3+04 +1 3 1+04 +3+04+1 4 1 +04+3+04+1 3 1 +06+4 +03+1 3 283/4" MAX. 111.000 x 38.37$ . 1 +02+3+02+1 2 1 +02 +2+02.+1 2 1 +02+3+02+1 2 1 +02+3+0+1 3 1+02 +3+02+1 2 1 +02+4+02+1 2 ( TIYP F+ 48.E 80.828 1+02 +3+02+1 1+02 +3+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1 +0+3+0+1 3 1 +03+3 +0+1 3 3 1 +03+3+0+1 3 1 +02 +3+02+1 1+03+3+03+1 3 1 +013+4+0+1 3 1 +03+4+03+1 -312" 1 1 1 i 1 1st* `�' ///1 ie ZOPL PE 09712 Stluctual 3 3 8 "REF. II t u O t I 1 54.000 1+0+3+03+1 31 +02+2+01+1 31 +0+3+0+1 31+0313+0+1 3 1 +0+3+03+1 3- 1+0444+04+1 3 T'�`� �''^� •� 80.000 1+0+3+03+1 3 1 +02+2+0x+.1 3 1 +04 +3 +04 +1 3 1 +04+3+04+1 4 1 +03+3+0+1 3 1 +04 +4+04+1 3 MTG. RAIL., TYP, 4 .eap 63000 we t 1 +0+310+1 3 1 +02+2 +02+1 g 0+04+3+04+1 3 1 +04+3 +04+0 4 1+04+3+04 +1 3 1 +03+4 +06+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS J.R. t� 0 ADDED tot;nPme�TEMPERED fir '�D7� UFDATET/ WLE4SBECTVALUESDUETOACHORGIRA�O 1QTOTEC14NOLOGY�ve Kt 1I2.PI.842T6 � �1 ANCHORAQESPACNYO +XOX (9/4912 -904) .. FJG 41/84)7 0 Room FJ !� 8 AAtt 4QEF018NAT,HFiIRa3gl CLU8Tl8t3 no ALUM. HORIZNTAL ROR WINDOW IMACT *mmHg Fit *ft MAX Cerrisite$ J.J. Dew I 3/1 8 1 arrow lR710 a"ra I NT81 eeeee B a 11 p„�� ! 4127.10 D ANCHOR QUANTITIES, XOX (113.1(3 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) GLASS TYPES A,B,G,H i GLASS TYPES 0,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CON( 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE L( HEAD & SILL 1 HEAD & SLL HEAD & SILL HEAD & BILL 1 HEAD & SILL i HEAD & SILL 2 6 LAMI - (1r" A„08Q,116" A) 8.6/16" LAMI • (1B° A,.�0,1/8" HS) FOR INSTALLATION IN THE HYHZ ABOVE 3O FT, GLASS TYPES O - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000n35475 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +32+1 +C2 +1 2 1 +02+1+02+1 2 1 +32 +1 +32+1 2 1+32 +1 +C2 +1 2 C. 6116" LAMI - (1/8" H8,.090,1/8" HS) 48.000 1 +32 +1 +32+1 3 1+32+1 +30 +1 3 1 +32+1+02 +1 3 1 +32+1+32 +1 3 1 +02 +1 +02+1 3 1 +02+1+02+1 3 D. 7/16° LAMI - (3/16" A,. 090, 3/18" A) "LAMI- 50.828 1+02+1 +32 +1 3 1+02 +1 +42+1 3 1 +02+1 +32+1 3 1 +(2 +1+02 +1 3 1 +C2+1 +C2+1 3 1+02 +1+02 +1 3 F.1/16 (3/18"HS,090,3/18"H F. 7118" LAMI - (3/18" HS,J�O, 3118" 113) 54.000 1 +C2 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1+02+1+02+1 3 1+32 +1 +02+1 3 1 +32+1 +02+1 3 0,13/16° LAMI I0 -1B' 0R 3116" A (MIN.), 6118" OR 3/8" SPACE, 6/18" LAMI - (1/8° A,.090,1/6" A) 60.000 1 +02+1+02+1 3 1+02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +32 +1+02+1 3 1 +C2 +1 +C2+1 3 1 +32+1 +32 +1 3 H. 13116" LAMI 10 -118° OR 3/18° A (MIN.), 5/18" OR 3B" SPACE, 6/18" LAMI - (118" A,.090,1/ "HS) 83 000 1 +02+1+32+1 3 1 +C2 +1+02 +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1 +32+1 +02 +1 3 1 +33+1 +03+1 3 1. 13/16" LAMI 10 -1/8" OR 3M8" A (MIN.), 5/18" OR 3V8' SPACE, 6/18" LAMI - (118° HS „090,1/6° HS) J.13/18' LAMI 83.126x30.376 1 +32+1 +C2 +1 2 1 +02+1+02 +1 2 1+32+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +32 +1 +C2 +1 2 1 +30+1 +02 +1 10 -1/8” OR 3/18" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3116° A,.090, 3116" A) 2 K.13/16" LAMW IG -1/8° OR 3N6" A (MIN.), 3118" OR 1t4 "SPACE, 7/18° LAMI - (3M8° A,A90, 3M8° HS) 48.0 1+32+1+32+1 3 1 +32+1+02+1 3 1 +02 +1 +02 +1 3' 1 +32+1 +30 +1 3 1 +32 +1 +02+1 3 1 +02+1 +32+1 3 L 13116" LAMI 10.1/8° 0R 3116" A (MIN.), 3118° OR 1/4" SPACE, 7/16" LAMI - (3118" HS,.090, 3/16" HS) 50.826 1+02+1 +32+1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+02+1+02+1 3 1 +C2+1 +00+1 3 1 +32 +1+02 +1 3 64.000 1 +02+1 +32 +4 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +32+1+02 +1 3 1+32 +1+02 +1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 00 70 NEXT LARGER WINDOW IN TABLE. 60.000 63.000 1 +02 +1+32 +1 3 1 +02 +1 +02 +1 3 1+32+1+C2 +1'3 1+C2+1+02+1 3 1 +02+1 +02 +1 3 1 +333+1+33 +1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1 +(2.1+02+1 3 1+02+1 +02 +1 3 1+492+1+02+13 1 +03+1+33 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE x.000 x 9&978 1+32+1+02 +1 2 1 +02 +1 +00+1 2 1 +02+1+02 +1 2 1+02+1+C2+1 2 1 +C2 +1r(Q+4 2 1 +C;2 +1+02+1 2 26 3/4" MAX. FROM CORNERS JAMS: 9° AND 48.000 1+32+1 +02 +1 3 1 +02 +1 +C2 +1 3 9+02+1 +02+1 3 1+02+1+02+1 3 1 +02+1+02+1 9 1 +C +1+02 +1 MAX FRAM CORNERS 221/2" MAX O.0 3 TABLE 50.625 1 +32+1 +32+1 3 1 +02+1+02 +1 3 1 +C2+1 +02 +4 3 1 +02 +1+02 +1 3 1+02+1 +C2 +1 3 1+02+1+02+1 EY: 3 54.000 1+02+1 +32 +1 9 1+32 +1+02 +1 3 1 +32+1 +32 +4 3 1 +32+1 +32 +1 3 1+32+1+32+1 3 1 +33+1 +03+1 3 I1 +03+1+03 +1 13 Imo— .ANCHOR QUANTITY PER JAMB 80000 83.003 1+02 +1+02+1 3 1+32 +1 +02+1 3 1 +02+1 +02+1 3'1032+1+02+1 3 1+02 +1+C2 +1 3 1 +03+1 +33+1 3, / 3 I` HEAD /AND SILL ANCHOR QUANTITIES 1+02+1 +C2 +1 3 1+32 +1 +00+1 3,1+32+1+02+1 3 1 +03 +1 +03 +1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 88.000 x 36.376 4 +02+1 +02 +1 2 1 +02+1+30+1 2 1+02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +C2+1+01 +1 2 1 +32+1+32+1 2 A CI US I ER OF (3) ANCHORS CENTERED EACH MEETING 48.000 1 +32+1+32 +1 3 1 +02 +1 +32+1 3 1 +02+1+32 +1 9 1+02+1 +C2 +1 9 1 +32+1 +32 +1 3 1 +32 +1 +32 +1 3 ON RAI. 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) 60.625 1 +02+1+02 +1 3 1 +02 +1+02+1 3 1 +C2 +1+02 +1 3 1 +32 +1 +00+1 3'1+02+1+02+1 3 1+03+1 +03+1 3 64.000 1 +02+1+32 +1 3 1 +32 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+32+1+02+1 3 1 +03+4 +33+1 3 60.000 1+32+1 +32+1 3 1+02+1 +32+1 3 1 +C2 +1+02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1+30+1 +03+1 3 83.000 1 +32+1 +30 +1 3 1 +32 +1 +30+1 9 1+03+1+03+1 3 1 +03 +1+03+1 3 1 +32 +1 +02+1 3 1+03 +1 +03+1 3 74.000x311378 1 +(2+1+(2 +1 2 1+32 +1 +32 +1 2 1+02 +1 +02+1 2 1 +02+1+32 +1 2 1 +02+1 +32 +1 2 1 +32 +1 +00 +1 2 1 26 3/4 "MAX, MIN, 4 48.000 6(1826 64.000 1 +02+1 +02+1 1+02+1+02+1 1 +32+1+02 +1 3 1+32 +1 +02+1 3 1+32 +1 +2 +1 3 1+01 +1 +30 +1 3 1 +00+1 +2 +1 3 1 +02+1 +01+1 3 1 +02 +1+32+1 3 1 +02+1+02 +1 3 1 +2 +1+02 +1 3'1+32+1+02+1 3 1 +32+1 +02+1 3 1 +02+1 +02+1 9 1 +02+1+02+1 3 1 +03+1 +00+1 3 1+32+1 +03+1 3 1 +33+1 +03+1 3 FRODCLCPREV[88D alamepiy akh the 7lalde wiNinscoo "' �1' .I " B l ` �"� �' '� .•- 8" /f L P.E. ammo UEe712 3 3 97' l 111 „ x 1+1 O 1 X 60.000 1 +02+1 +02 +1 9 1+02 +1 +32 ±1 3'1+03+1+33+1 3 1+423+1 +03+1 9 1 +02+1+32 +1 3 1 +03 +1 +30 +1 3 1--.,`- 63.000 1 +02+1 +02+1 3 1 +02+1 +30+1 3 1 +33+1+03+1 3 1 +33+1 +03+1 9 4 +32+1+02 +1 3 1 +03+1 +03+1 3 TYP.— CLUSTER W/ QTY. OF (3) ANCHORS 1 +02 +1 +32 +1 2 1 +(2+1+02+1 2 1 +02 +1 +02+1 2 1 +02+1 +32 +1 3 1 +02 +1+02+1 2 1 +02+1 +02 +1 2 MTG•RAIL 1 +02+1+32+1 3 1 +02+1+02+1 3 1 +32 +4 +02+1 3 1+32+1 +32+1 3 1 +C2 +1+02 +1 3 1 +33+1 +33+1 3 EXAMPLE 2 1 +00 +1+02 +1 3 1 +02+1+02 +1 3 4 +32 +1+32 +1 3 1 +03+1 +03+1 3 1 +32+1 +2 +1 3 1 +03+1 +03+1 3 1+00+1 +32+1 3 1+02 +1+02+1 3 1 +33 +1 +03+1 3 1 +03+1 +03+1 3 (SHOWN 3 IN TABLE KEY ABOVE) 1 +32+1+32 +1 3 1 +02+1 +C2 +1 1 +32+1 +02 +1 3 1 +32 +1 +32+1 3 1+33+1 +33 +1 3 1 +03+1 +03+1 4 1 +33+1 +03+1 9 1 +03 +1 +34+1 3 I. 126 314° MAX 1 /2"TYP. F.-3" MIN. 1 IS'! 1 +03+1 +33+1 3 1 +32 +1+32 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 4 1 +02+1 +03+1 3 1 +04 +1 +64 +1 4 81437 x 33378 1 +32+1+32 +1 2 1+02 +1 +02 +1 2 1 +2 +1 +32 +1 2 1 +2 +1+32+1 3 1442+1 +02 +1 2 1 +32 +1 +2 +1 2 48.000 1 +02+1+02+1 3 1+32 +1 +03+1 3.1 +02 +1 +C2 +1 3'1+02+1+02+1 9 1 +(0+1+01 +1 3 1 +32 +1 +03 +1 9 rREF• 4 i X ii O 1 X 80.625 1 +32 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +32 +1 +32 +1 3 1 +022+1+32 +1 9 1 +02+1 +32 +1 3 1+03 +1 +03+1 3 II 64.000 1+02 +1+32 +1 3 1+02 +1 +00+1 9 1 +03 +1 +33 +1 3 1+03+1+03+1 3 1+02 +1 +02 +1 3 1 +33+1+03+1 3 OF (4) ANCHORS 80.000 1 +32 +1+32+1 3 1 +02+1+32+1 3 1 +03+1+03+1 3 1 +33+1+33+1 4 1+04+1 +33+1 3 1+04 +1+04+1 4 MTO.RAIL,1110. 58.000 1 +03+1 +03+1 3 1 +02+1+52+1 3 1 +03+1 +03 +1 3 1+C3+1+01+1 4 1 +32+1 +03+1 3 1 +C4 +1 +04 +1 4 EXAMPLE CLUSTER W! OW. ek IR NW 020/11 OWNS: A0DE010 cAPTOee MIMED 88.aoun+ 470 TECHNOLOGY DRIVE 0010168, PL MTh PABQX$z8 NOK0I�,FL86ZT4 ANCHORAGE SPACING, XOX (1 -113 -113) ffilldM7 FJC 0101 08/07 mow 0 UMW TABLE 4 SELECT VALUES DUE TO ANCHOR CAR AD.( mer ALUM HORIZONTAL ROi WINDOW, IMPACT J C Dm* RIC 10/17/08 Omer 22 a 8R arawaWe J.J. A GEFO2MAAT,HEAD88HL3 ban ■ 342 I eWmb�e HR7W Boel" NMI Y„tr 9 4 11 movark 4127 -10 mw D ANCHOR QUANTI11ES, XO & OX WINDOWS TABLES NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO 8S4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) 2. GLASS TYPES: D ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONG ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SI28 yx v H ea ; as g�g ' as N m r d 4 m m A. 8118" LAMI - (1/8" A,.090, VW A) C. 8118" LAMI - (1/8" H8,.090,1/8" HS) 0.7/18" I.AMI • (3/18"A,.090, 3/18 "A) E. 7/16° LAMI A,.090, HS) FOR INSTALLATION 0J THE HVHZ ABOVE 30 TEMPERED GLASS G- L SHALL THE DA ' IN THE D. ANCHOR QUANTITY REMAIN UNCHANGED. 37.000x38.376 48.000 60.826 54.000 80.000 63.000 1 +02+1 2 1 +0,2 +1 2 1+C2+1 2 1 +q +1 2 1+C2+1 2 1+02+1 2 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 - (3118" VHF F. 7/18" LAMI • (3/18" H8,.090, 3118° HS) G. 13/18" LAMI 10 - 1/8" OR 3/18" A (MIN.), 8118" OR 3/8" SPACE, 8118" LAMI -(1/8" A,.090, 1i" A) 1. 13118° LAMI 10.18" CR 3118" A (MIN.), 8J18" OR 3/8" SPACE, 8/18" LAMII• (1/8" 1t8" S,.020,1� HS) J. 13/18° LAMI K3 -1/8" OR 3118" A ( MIN.), 3/18" OR 1/4" SPACE, 7/18" LAMI • (3118 "A,0, 3118" A) K. L. 13118 LAMI 10 -1/8° OR 3/18" A (MIN.), 3/18" OR 1/4" SPACE, 7/18" LAMI • (3/18" 3/18" HS 003, 3/18't S) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZE$ NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101)2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9' MAX, FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY; 4 1+02+1 3 1 +0,2 +1 3 1 +0,2 +1 3 1 +02 +1 3 1+0,2+1 3 1 +02 +1 3 1+02 +1 3 1+02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1+02 +1 3 1+02 +1 3 1 +03 +1 3 1+02 +1 3 1 +C2 +1 3 1 +0,3 +1 3 1+02 +1 3 1 +02 +1 3 1 +C3 +1 3 1+C2+1 3 1 +0,2 +1 3 1 +03+1 3 48.000 x 38.375 48.000 60.826 64.000 80.000 83.000 1 +0,2 +1 2 1+0,2+1 2 1+0,2 +1 2 1+02+1 2 1+02+1 2 1+02+1 2 1 +02 +1 3 1+0,2 +1 3 1 +02+1 3 1+0,2 +1 3 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1+02+1 3 1 +03+1 3 1 +02 +1 3 1+02 +1 3 1 +03+1 3 1+02+1 3 1 +(� +1 3 1 +0,3+1 3 9+0,2 +1 3 1+(;1 +1 3 1+03+1 3 1+03 +1 3 1+0,2 +1 3 1+0,3+1 3 1 +03+1 3 1 +0,2 +1 3 1 +03+1 3 '1 +03 +1 3 1+02 +1 3 1 +03+1 3 1 +03 +1 3 1 +0,2 +1 3 1 +03+1 3 63.126 x 38.376 48.000 60.826 64.000 80.000 63.000 1 +0,2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1+02 +1 2 1 +02 +1 2 2+03+2 1 1 +02 +1 3 1+02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 t 3 1-.- - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTRIES 1 +02 +1 3 1 +0,2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +03+1 3 1 +02 +1 3 1 +03 +1 3 1 +0,3 +1 3 1 +0,2 +1 3- 1 +03 +1 3 A CLUSTER OF (3)ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR BRACING) "MAX 1 +0,3+1 4 1 +02 +1 3 1 +03 +1 3 1+C3+1 4 1 +02 +1 3 1 +03+1 3 1 +0,3+1 4 1 +0,3+1 3 1+04 +1 3 1 +03+1 4 1+03 +1 3 1 +0,4 +1 3 80.000 x 38.376 48,000 60.826 84.000 80.000 83.000 1 +C2 +1 3 1 +02 +1 2 2+02 +2 2 1 +02 +1 3 1+0,2 +1 2 2 +C2 +2 2 1 +02 +1 3 1 +02 +1 3 2 +03+2 3 1 +0,2 +1 3 1 +02+1 3 2 +03+2 3 1 +03+1 3 1 +02 +1 3 2+03+2 3 1+03+1 3 1 +0,2+1 3 2 +03 +2 3 1+03 +1 4 1 +0,2 +1 3 2 +03+2 3 1 +03+1 4 1 +02 +1 3 2 +03+2 3 9" REF. -M-- 183/4 -.41+-3" MIN. 1+03+1 4 1+03+1 3 2 +04 +2 4 1+03 +1 4 1+0,3 +1 3 2 +0,4 +2 4 rrtm=Iteviasn to €om11171t18with the Plaids stews - " pZ � ysf asst , tfe .�� , ! /, ;' "r Omarol O 1 +03+1 4 1 +03 +1 3 2+0,4 +2 4 1 +03 +1 4 1 +03 +1 3 +2 4 88.000 x 38.376 48,000 60.826 64.000 80.000 83.000 2 +02+2 3 1 +0,2 +1 ' 2 2+0,2 +2 3 2 +02 +2 3 1+02+1 2 _2+04 2 +02 +2 3 MTG. RAIL 2+02 +2 4 1 +02 +1 3 2+C3+2 3 2+02 +2 4 1+02 +1 3 2 +03 +2 3 2 +0,3 +2 4 1 +0,2 +1 3 2 +0,3 +2 3 2 +0,3+2 4 1+02 +1 3 2 +0,3 +2 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 2 +03+2 4 1+0,2 +1 3 2 +03 +2 4 2 +03+2 4 1 +02 +1 3 2 +03+2 4 (SHOWN IN TABLE KEY ABOVE) 2 +03+2 4 1 +03+1 3 2+0,4 +2 4 2 +03+2 4 1 +03+1 3 2 +0,4+2 4 1 +03+1 4 1 +03+1 3 2+04 +2 4 2+03+2 4 1 +03+1 3 2+04 +2 4 9"___ 'w'-18 314" MAX --•--1-•-1 1/2* TYP -+1 I --3" MIN. 74.000 x 38.376 46.000 60.826 54.000 80.000 63.000 2+02 +2 3 2 +02 +2 2 2 +02 +2 3 2+02 +2 3 2+02 +2 2 2 +02+2 3 2+03+2 4 2+0,2 +2 3 2 +03 +2 4 2 +03 +2 4 2 +0,2 +2 3 2 +0,3+2 4 2 l/ PE NO712P.E. eaaatum 2+0,3 +2 4 2 +C2 +2 3 2 +03 +2 4 2 +03+2 4 2 +02 +2 3 2 +03 +2 2+03+2 4 2 +03 +2 3 2 +0,4+2 4 2+C3+2 4 2 +03 +2 3 2 +04+2 4 r MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 2+0,3+2 4 1+03+1 3 2+04+2 4 2 +0,3+2 5 2+03+2 3 2 +0,4 +2 4 2 +03 +2 4 1 +03+1 3 2+04+2 4 2 +04 +2 6 2 +C3 +2 4 2 +0,4 +2 6 Roved " mm t1 ads AIMED /041PTOBETLritI7+BrED. +80hTNOTE IWOIE NtlOL06YDRIVE Room 11342A5 KOXOM 8 H 84 74 ANCHORAGE SPACING, OX ANDXOWINDOWS rieloggto FJG """°�' yep �e 4MORI °� TpE 0 10"x°° CH& ZABLER TOE, &S&FCTVAWES DUE TOANCHOR CAR AO4 aW ACe FO RANT. tI�AC& $&I CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FJC mm 25866 u.m sPo" d.4 y j BeRer a.�xemc wino a+" I NTS a.* 110 a 11 umraw 4127 -10 w" I D MIN. 3.4 K81 r CONCRETE Ix WOOD BUCK. NOTE 3 1 3/4" MIN. E,D. TYP. 2x WOOD BUCK, NOTE3 •' A • :+ NOTE CONCRETE ANCHOR, NOTE 1 DETAIL A MAX 1 /471 SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 1 /4° MAX �- 8HIM WOOD ANCHOR, NOTE 2 13/8° MIN. 1/4° MAX SHIM - CONCRETE ANCHOR, NOTE 1 1/4° MAX SHIM 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE S DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1 1/4" MIN. (1.5 K31 CMU) e OR PER NOTE 1 ' (3.4 K8I CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" 544 CRETE -FLEX WITH #12 TW'MFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF T6 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 tat 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. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. " 1 3/4° • .4. MIN. E.D (H r► ' 13/4" MIN. MIN. 3.4KSI H TYP. ` -- DETAIL C 1/4" MAX. SHIM NOTE 1 2x WOOD BUCK, NOTE 3 EXTERIOR INTERIOR & SILL DETAILS A, B, C, D, & H) INTERIOR (JAMB DETAILS E, F & I) EXTERIOR TYPICAL FLANGE FRAME SILL SECTIONS kW*: Ds* Orefatas SR SEEM 0 FJG 4115/57 0 !WNW PO FJG 10117185 8x REVISE EDGE DJS7 • SEEDAIENT & BHT. REFERENCES m w *, auk m,mmuex Me FJG 2 J.J. 3 NOOHRNCGE TES $IEET DETAIL H (HEAD) NAIUNG, .131 DIA. MIN. x 21/2" NAIL AT CORNER AND f° O.C. TYPICAL DETAILS G, H & I. 1070 TECHNOLOGY DRIVE NOROMI9 FL MS NO KOMIS, FL 8074 DETAIL G (SILL) DETAIL 1 (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS t?eYl7 Bmoer ANCHORAGE DETAILS rm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 1 11 a 11 1 4 I 127.1a D 8'drumen HR71a ,Robert L. Blida PA. • PE 0O0:12 S tiuigur0l ` DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aovhaerai PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida - Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets 1through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11 /11, signed and sealed by Lynn Miller, P.E., 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 Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis 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 ofthis entireNOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0629.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. E COUNTY APPROVED • 4 NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 Ih ' '. /4' '''11. cy/ i \ • h!c` `' !c {c %r- `I) : . 4 t, 4,:', "�s�I , O(( cl)� CO it,. 0) O� O If t !t' > V. o� Ih I� �` r..) ' l'4 ter N 0 ��9 "'qv e I. r . got_ .2 0 .ty 3, SS d(P f0� IS `?6 '4.'0/. t. r 04, /4. ix,,. ca Ojc y f �' 00 fOt�OLd /c ". O 5 !j / r.�. I • { S Ih P 6 ys 7 J ,r�it,C4%rCb-, (�l.cars17�4 _,, Q4�F d�GI �Fy Oc Of '0 00�F,,'.. c r-..� rco• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "R.I. DuPont Denemours" for "DuPont Butacite PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 144411. C. 4.49,ae, Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8° LAMI NOM. (.407) CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/7 LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16° LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 716° LAMI NOM. j.485") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGNERESSURES: 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 TAIaI F8 ASTM E 1300-02. 3. CONFIGURATIONS: 21, O , i92, OA, M.S., Q,IpC, QBO AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7, REFERENCES: TEST REPORT FTL -6212, 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, INCLUDING THE HIGH VELOCITY HURRICANE 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 6), 1S REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. '2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/7 GLASS BITE EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 402 A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 ww'eR masee/eecasTo REVISE P.K &1497 NO 1 sense aottONIPT. I ODNOTE& 214107 .0 •001,67 EXTERIOR 1/2° GLASS BITE A EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090'PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18" HEAT STRENGTHEND GLASS .485 I• — 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 P.C. forOlzoimwormine Nopiagx1529 fL 31674 EIGT NOTES AND GLAZING DETAILS YON ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fotot 1 d 90 debtltala err ix 11006-1 C NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 8, 7 ANCHORAGE 8-10 P9QYUL"1' pNVIB9D M Utt bleeds `��yy ILYN ■ !Wile* • tai •. • VAENSF • •t' * ' No. 58705 stA 'A`L''NM#61171 Fi E` FL P.E.# 68705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A WIDTH 2sA WIDTH 3° • 371/21 713-4" 'O WIDTH DOORS WITH GLASS TYPES A B, C OR 13 68 - 793/4" HEIGHT 83_314_ 873/4" 91 3/4" 8°- 95314" +75.0 -76.0 +75.0 -76.01 +75.0 -75.0 +75.0 -75.0 +75.0. -76.0 SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +76.0 FA -75 . 0 +76.0 -75.0 +75.0 -75.0 361/8" +75.0 -76.0 +76.0 -75.0 +71.4 -71.4 +87.8 -87.8 +84.2 -842 383/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +88.8 -88.8 +83.1 -631 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D 1 36 3/4" 1+76.0 -75.0 +75.0 -75.01+76.0 -76.01 +75.0 -76.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & 0)0(0 THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAIL.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT A WIDTH WIDTH 86 - 79 3/4" 7°- 833/4" 87314" 91 3/4" 8 °- 95314" 2° 251/2" 4° 47 3/4" +58.8 -58.8 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 47.4 271/2" 61 314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 -46.6 +44.3 -44.3 291/2" 653/4" +51.7 -51.7 +48.8 -48.8 +48.1 -48.1 +43.8 -43.8 +41.8 -41.8 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +48.2 .462 +43.8 -43.8 +41.4 41.4 +39.3 -39.3 28 33.1/2" 54 833/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +36,8 -35.8 3° 371/2" 8° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34,0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A B, C OR D 103/4" +75.0 -75.0 +75,0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 *88.5 -88.5 +65.0 -65.0 +81.9 -81.9 +69.0 -59.0 213/4" +84.5 -84.5 +81.0 -81.0 +57.8 -57.8 +65.0 -55.0 +52.4 -52.4 273/4" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 381/8" +36.2 -362 +35.2 -35.2 +35.2 -36.2 +35.2 -35.2 +34.4 -34.4 363/4" J 1a;7OM1 mod 0A PX R,rmmSC NC arr AAr 8 A +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: At GLASS TYPES: A. 3/8" LAMI (1/8" A, .080 PVB, 3/16" HS) B. 318" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/18" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/18" HS, .090 PVB, 3118" HS) A2. 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 6/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841 /8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. 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. 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x90" 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 86° 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 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE UTES DESIGN PRESSURE = +43.1 1-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH A REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 6 FOR REINFORCEMENT DETAIL. F9991 fxi- xZLB2.• F8O*OWCr 901008 REAM TAKE LOOM AN DIXAW NON. VERSION t MAW TP U N( BR0N0E36AON7R866 DamIA NC X2297 mer*+ms MOENOTCfa3 63 ADO NO'?AT/0NBTO MIA 1ANO Z Rr &VOC A[2AO.USEAtL0PSPORTpm&E2 0/21/07 1676 TECHNOLOGY DRIVE N01, FL 34276 B.0.8gx123 NOXB FL 34276 MX& Haar DEMON PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT idol rao- AA, mere Onto*. P0101 ix I 2 d 10 11005.1 ‘NO�tiI LYNN ,+M/ 1��.•j0ENsE, N * i N0.58706 ATe O� A. LYfIIGIIBILLEA, P.E. FL P.E.# 58705 73112 °I' MAX f ' SEE NOTE 3-0-1-.--38 «--►1 •— MAX MAX SEE NOTE 40X O R XO r_A 371/2" MAX. 96 3/4" MAX. HT. TYP. lE 0 SEE NOTE 4 OXO 84 3/8° MAX. DLO TYP. A X XX NOTES; - — 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE UTES OVERLAP 'X' AND'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE .XO','OX','OX0 'XXO','OXX' AND 'ova CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2). 5. CLEAR OPENING FOR IC AND'XX' DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.646) (IOC DOOR = DOOR WIDTH12 -4.079) Aced* DOA RsNrldw 90110199 0 NO0161NDBMOONY Ammo PX B SEE NOTE 4 143 3/4" MAX. SEE NOTE 3 2 t!ia 383/4" _ I - MAX. �'i 111 1E \ 2ACT. E js INACT. Q 96 3/4° MAX. (TYP.) SEE NOTE 4 OXXO G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A. DLO WIDTH 'X = DOOR WIDTH - 1216/18" DLO WIDTH'XX or DOOR WIDTH/2 - 115/18" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3118" RMtl►p PA quJ' coRReorvammter OANOP090NAA3 RN 8/81/07 I 9070 OMI, FL W5 B NONOKOANS OSYM • P.068QXW2O NO MA PL3074 'Iasth(y Netter ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT P0101 MS 8 of 90 110054 0 see NOTE 4 v, 71111M0b 0NSS'•. ' '.. it ;' tea. 58705 4-1`r 6E- FSS JONAL �Ca �` A. L44I walk, P.E. FL P.E.# 58706 MAX. DLO Rqg F.K begot F.K DAN INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL EXTERIOR 0 NOCHANow 7F00alfMT Roam 'iN19 7• A SHOW 0. j. FONEAD EOITONAT CORNER AMWAY /Softest $ SL SECT. B-B VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL VIEW G-O CORNER ASSEMBLY NTEOHNOLOGY OWE OKOMIS, FL 34278 No1COMIS, a 84274 BGT Vbib;l Bauer EXAMPLE ELEVATIONS tee ALUM_ FRENCH DOOR & SIDE LITES. IMPACT FD401 ?/91 4 a 10 110054 Ass 0 70X' SECT. C-C HORIZ. 7C SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) "MOW J.d Reaw147 Raw SA PX tam Jc Oat tmwn I A . MOT Oak ram 2122107 0 SL SECT. E -E HORIZ, (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPUCABILITY 1-*- -MAX SL WIDTH-1 INTERIOR EXTERI I' DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) NO 0/01100 71W 80107 NOONAN00 TlOBMEET A OlgaldItx 1.00.10 80MON kaa tee 7: W7a6150aP erlf/a7 I 10707ECKNOLOeYDRIVE NO X0104 FL 8!276 NO R *FL WO V RT1CAL SECS ALUM. FRENCH DOOR & SIDE LITES IMPACT aaw eEre q p.* mot 1/2x 6 a 10 I 11005-1 0 NR 1)-•10�?s•�.2. I![.T 1$1'4I1- TEM .'. G # POT# DESCRIPTION 1 9430 60411 FRAME HEAD 2 1010 84300 STP „Q-LON .190 X.376 HIGH 7 7068A 7832X12FPXP ITEM DWG # POT# DESCRIPTION 60 920D 89200 SIDELITE HEADER U n = P .187 .300 HIGH L t : BO S : KE•LA- 2 . L irr : _e9 T • LATE FRAME HEAD STRIKEPLATE BACKING PLATE #8.32 X.600 PH. FL. MS - S.S. W /SIIJCONE PATCH 1.000 QUA i PN. M8 t i i' ......Ewii-cyT,..KciiirriviNfre n. 7989 SILL e ' : t ; (: 'i i7rOre 81841M SIDELIIE JAMB ADAPTER 412 X 1.000 SHEET METAL SCREW ' 12653K SET11NG BLOCK, 3132” X 114° X 1' W /PSA 81 411061A WSTP .350 RD FOAM FILL T-SLOT MSBURY#32011 ACETAL SPACER .085 INHOUSE INJECTION MOLDED) Qreimig ■A_i_ AL u•�;�ry'•�- ,r• . r!Y• a �ry .•• '0 •EDD) 1 ?IK F:li14 `IiZT. •1.1 �1 li�I!:I �Iinl•11;•1717,r •1,•'win F-"T" J .: (0 WI'e) WSTP.,(2-LON .190 X.3-75 HIGH REINFORCEMENT 1.000 X2.750 X0.650, 8081 -T5 N8 X1.600PHSQAT/S 1♦.i; 1yt tr ' ' 67+ ' � , I=TI(I W.';i'.. i :7:ii rxrar& iiimTe3:- 1 • ..• . • P' . & a. i IL DOOR PANEL, SIDE RAIL • . 1010 8808 1140 1007 300 88808M 78X112PSATS 1023 828 1146 1212 5/16 -18 FLANGED HEX NUT tZ'i ii 'S: A ,�.•.. ,. L ''f "iT: A WSTP., .181 X.250 HIGH, FINSEAL SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 116 X.500 PH FL SM31YPE BDS SILL DUST �P�LU{G (INACTIVE PNL IiTi•iV.1I3171 -lime: •i' : -itc - -AN- - . c L (OUTSW t c 879240 41720 78X12FPAW 7P300G 1213 929 1139 982 61 930 52 931 53 1118 64 957 66 1118 gored*: Detw WHOM/ Oft FJ4 W MMS�o1 ij PX WWI e,1 bay FJU2V7 R1 41721 RSPX 710X34PFA 70957X 710X34PFA o WSTP.,Q -LON .190 X.200 Hd3H LOCK SUPPORTASSY. (41707 & 41108) 46X.750PH. FL SMS 2 PT. LOCK ASFSY. UBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.760 PH FL SMS HANDLE STRIKE PLATE #10 X.750 PH FL. SMS Q 1 ya aaDAME =mr:7ii:rt zf • 1`13: fi, .: . %161 Lei') t «•7 17•2t`l.�'yy reit1:1411."1T,i!dQ /l GiLe3> rtzT:EIi[yir3vile TiFii:illn11111klCi E OFF -TIE SHELF DEAD BOLT LOCK .504 --••j h- 360 .056 — +4 -7 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 (+--- 2.750 —►•I 1.000 . 25 22 TUBE MULL 6063 -T5 IlOOMPIGE71088HEST A criosedlts nro4BMaxIE nos snow. monist WODEMBOLTAND INAOTiV8PAMMOtar MEMO ‘721/07 I m>-orrDMve Nom$ FL 84&70 RO 1849 FL 84474 riGir PARTS UST ALUM FRENCH DOOR di SIDE LITES, IMPACT POMP 8 112X a 1a Warp. 110081 o i,011tiir � • vow YNN M..44) i�. `` a fl.- ENSF . *, -pc Hfl, •8105 ';;S'SIONA4,,•, A. LY14141033Al2, P.E. FL P.E.# 58705 DOOR PANEL TOP & BOTTOM RAIL 31 6083 -T5 1 1.272 r3°°° 1.479 1 FRAME HEAD 6083 -T6 079 1.489 i 3.000 11 OUTSWING THRESHOLD 8063 -T6 fweeP Oft Artikes AA WW1 0 NO WAIN aMXMEET Smedep ROW pAypdy PIC 018.07 NeOdd}a FJC Dm DOOR PANEL SIDE RAIL 6063 -T5 ri-1. /-) DOOR PANEL ( 44 i INTERIOR ASTRAGAL 6083 -T5 .121 j .750 •683 --.060 T- c) 318" GLAZING BEAD 73 6083 -75 TRUSS CLAMP 8083 -T5 /^� DOOR PANEL 45) EXTERIOR ASTRAGAL �•-/ 8063 -T5 7/18' GLAZING BEAD 72 6083 -T5 SL HEADER 8063 -T8 61 SL SILL 8083 -T8 1.480+ i 3.000 .050 1.620 .250 —+-1 h^'•- C) 37 WEATHER 0 STRIP CHANNEL 6083 -T6 DOOR FRAME, 20 JAMB 8063-78 + -1.576 —•1 .890 3.000 1 62 SL JAMB 8063 -T8 1.830 r-- 2.880 SL JAMB G6 ADAPTER 6063 -T6 A w,Adfs J.J. ADD VOOA'7OMUS DA 01140I1MIDOAL 10101100 31.44434(0 Oak 891/07 Nam" 34278 P.O.38Qq NOfCOMFAFFL $W4 EXTRUSION PROFILES Idv ALUM. FRENCH DOOR & SIDE UTES, IMPACT 11005 -1 C VsibfrBetter 8eA1"� aw ItI2xI a 7 a10 FD/OT HINGE 6063 -T6 0.375 .125 PUOIRUCT M1CVISBO siesiolyies wit lerir 411 Cod. Alt 1 t .2 . P.- 0"NysI1YNNr47/4C / / /,i `��'l�••'�CENSg• No. 58705 u STA E `` � 670NA4 ''" A LYI(IN MILLER, P.E. FL P.E.# 58705 0 HEAD ZONE "C° j 1 ZONE "D"`� —ZONE °D"} SILL ""t - ZONE "C° SEE TABLE 3., SHT. 9 HEAD HEAD f—ZONE 4— HEAD ZONE O"E1 OXO �O SLL �ZONE"F"�Z �E� 'ZONE SILL "0 " ZONE 'F°�ZONE-i I- ZONE 4— ZONE°F°�ZONE "F°�ZOINE-y SEE TABLE 7.. SHT. 9 SEE TABLE 7.. SHT. 9 "E "E SEE TABLE 7.. SHT. 9 "E° /' < XX n V z HEAD I ONE °E° I 0 z N HEAD HEAD _1 I ZONED" ZON A <QOR OX n ' ZONE-'17 I ZONE' D' rZONE "E' SEE TABLE 4., SHT. 9 SEE TABLE 8., SHT. 9 HEAD HEAD HEAD I ZONE °D "1ZON 1 f-ZO 4 " ZONE "F" ZONE °F"�? � • l N 1 pZ <QORO)� ,\ xx x KN,, // / ,OXXO 7 \ \\\ /, ' ZONED" ' ZONE "E" ' SEE TABLE 6., SHT. 9 .. X x K .. xx x KN,, // / ,OXXO 7 \ \\\ K KK \ K— K x x xQ \ \ / K K KK K KK`'/KK •E EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES °B° AND "E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4° ,0( 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+6 +6 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, LITES (SEE SOLUTION ABOVE) /DURATIONS 71 3/4'W 9O(' DOOR WITH 19"W SIDE 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO 334 CRETE -FLEX MASONRY ANCHORS 3.812 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 SIDE LITES: 8° MAX. FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. tawat90 was p AS MOM KO CRAW Ile SHEET iita*Alt 1°FJC ft: ""° ' "` tmNOKOM FL$W8n�e ANCHORAGE, CONE w 8 nroaNaawansr�ar "MOM to see Rovidenol MANN LUTIOM nxanr�roxa Cro y aaDna "Ma raegxtaav ALUM. FRENCH t DODR!@ SIDE LITE3, IMPACT MC MAW w mwseau�n Omer .14 27367 �' BI2uo7 i18�74 Visibly getter "'II ' mea phi* aroaa Ram NTS 18 d 10 110015-1 tike.“7 UMW) Addipsaw LOrsimm Sat =1 a 1 aZ- !2- e * j No, 68705 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8" 1/4° MAX SHIM —1 MIN. WOOD ANCHOR ON STAGGERED CENTERS TYPE 2 OR 3, NOTE 1 Ammo 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 1 air TYPE 1 1 314" TYPE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. • 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 1 /4R TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM DOOR JAMB (WOOD) 1 ou .. � ' 9 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3. 318 TYPE 1( CONC) NOTE 1 1 3/4" TYPE 2 (CONC) SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM 3/4" MIN. E.D. DOOR JAMS (CONC)' WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. W. SHIM 3/8° MIN. WOOD BUCK, 2 DOOR S NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8° MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G8 (TYPE 3) OR ELCO 1/4° 3S4 CRETE -FLEX ANCHORS EMBEDDED 13/8° MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION T O THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL I3 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 I3 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. OW* Pik 9aMtl,ep dd 9010tR9 a OfANESIMWSWEIT CONC. ANCHOR, NOTE 1 NOTE 3 1- 1/4" MAX 1 3/8" TYPE 1 13/4° TYPE 2 1. 1 314 -3 4 KSI MIN NC. DOOR SILL (CONffJ 1 3/8" MIN. CONC. ANCHOR, NOTE 1 2X WOOD ,EXIT., . �• BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 E e SIDE LITE JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1/4 MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX SHIM • 1 314" MIN. E.D. 1 1/4° TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 13/4" TYPE 2 (CONC) 1.8 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 4: 1 3/4" MIN. E.D. SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4° MAX SHIM 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. CONC. ANCHOR, NOTE 1 (1 I IMF Eaaeia� . 4414 314 -►) MIN. E.D. 1/40 MAX. SHIM - 3/8° TYPE 1 3/4° TYPE 2 SIDE LITE SILL (CONC) 1 Rm!!p WSW o� NO >�� /x £%E? A a ��amotiotT ps7 BP&z7YP&Pa8oN WOOD F.& °; °J.°�°T`, I so aoc� 90TQT OOroma mosomio.nosno ANOKO#rnpaa4?7 -I Visibly Beton. ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE DIES, IMPACT atm.** *de 6eMC wpb Mr 15/01 NTS 140 a 10 11005 -1 0 roomer IIEVISSO no riblhairlii Or PIM& iwierbeitlkaihe .r s k BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 3I5 -2590 F (786) 315 -2599 www.mlaml damov/lmildir►g/homeiasq This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: FGT Series Aluminum Clipped Mullion- -L.M.L APPROVAL DOCUMENT: Drawing No. 6262JR, titled "Impact-Resistant Aluminum Mullion", sheets 1 through 18 of.18, prepared by manufacturer, dated 12/13 /10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, 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 Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. 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 tennination 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 I. Chanda, P.E. NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 Page 1 � / - , 44 1'c 4. . O Nf rc r 4- v! Cb l/J d/ '`J. J I 1Jj, O 'gyp Jr • s _ • I j' J cod ; �"5 •7l, /2 c•-. 4 S 70, p4 01, IN `�J, dt l `h ' fJCt n , 44 6 l/ c 7/4'; O e' y r, o .....0 , �iQ - Ois `�0 .IJC/ lI0 �' l r f' S, �" rix.�,�� %y ty• SdI `N d //l cobs if . ,4Jt er d, dc/ S`'`r c�:' 'iI0 .�' , `J41 ^ �� r C', '0 .. C4 s MT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262.111„ titled "Impact-Resistant Aluminum Mullion", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL.6443 (samples A -1 tbru E- 1), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as. part of above test report. G. OTHER 1. Test proposal # 10- 1070 -R, dated 01/07/11 approved by BNC. E -1 is " 1. 1-1.441+%414% Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON- IMPACT OR LARGE AND SMALL MISSILE IMPACT'RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU G: SHEETS 24 OPENING Fop VERl AL MULL / � SEE DETAU SNEET824 ARCHES TO SE I SCRBIED Nave RECTANGULAR SHAPE BEE DET S ATHRU G: SHEETS 24 MULL LENGTH FOR HORIZONTAL OBE DETAIL 8. BHEET2 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY POT. HORIZONTAL MULL LENGTH SEE DETAILS A- D.ti,►k SHEETS 24 HORIZONTAL MULL —.- LENGTH • • .ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: i1 GTHI` OPENIt4G I+-- ••-HORILMUAi LENGTH —j SINGLE MULLION SINGLE MUWON "Th SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPENING FOR VERTICAL MULL L._ OPENING FOR VERTICAL MULL }MULTIPLE MILLIONS-) J GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MUWON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION 18 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIMAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS I8 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CUPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1../180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION, THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER-TO-CENTER HOLE DISTANCE IN MULL CLIPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION, SECTION 1825. MUWONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ MUWONS ME ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 18 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MUWON, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHER, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 111E STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHAD: BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 9) REFERENCE: TEST REPORTS: FTL- 8443; ELCO ULTRACON/CRETEFLEX NOA'S; ANSYAF &PA NDS -2005 FOR WOOD CONSTRUCTION; ADM-2008 ALUMINUM DESIGN MANUAL B' 1) DETERMIN ' DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY 70 ALL MUWONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS BHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SY STEM. THE LOWER DESIGN PRESSURE, OF MUW ONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. SEE EXAMPLES ON SHEET 18. MULL TO 2X WOOD.._ .. 2 MULL To IX 8 MASONRY.. . 2 INSTALLATION NOTES. ».. ...... 2 MULL TO MULL TO STEEL STUD .« ._ 3 ALTERNATATE BAY MULL INSTAWTION...........„.4 I X 2 X.128 MULL SPECS„..... 5 1 X 2X.328 MULL 8PEC8..... ..... 8 1 X 2.78X.37I MULL SPECS.... -.»7 I X 578X$8 MULL SPECS- .».... -8 1 X 3.128 X .O0 MULL SPECS....-9 1.25X 3.188 X .265 MULL SPECS—10 1 X 4X .128 MULL SPECS- ..- ..... -11 1X4X.3/B MULL SPECS.... 12 2 X 4 X 2S MULL SPECS.- „....„..„13 2X 8X25 MULL SPECS. «.....- 14 128 X 2.11 X .125 MULL SPECS - -16 30° X 328 SAY MULL SPECS....»16 45° X 325 BAY MULL SPECS...—17 EXAMPLES 1 8 epprowe I u eomp$igg *Mt tt» Cede Dads 52 W'Ai SIDE VIEW DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING EITHER THE STANDARD OR OFFSET MULL OUP MAYBE INSTALLED BY THIS METHOD. DETAIL B: MULUON ATTACHED TO 1X WOOD BUCK AND MASONRY ,/MULLION SEESHEEIS •17 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS AV MAX FOR ALL MULLIONS EXTERIOR TYP.ANCHOR /'PER SUBSTRATE, / EDSWENLE B, Bl1EE7' er•� DISTANCE SEE TABLES, SHEET2 MIN 2.71WI CONCRETE ORCMU • FRONT VIEW MIN z; NSN CONCRHT6 OR C MU SIDE VIEW INSTALLATION NOTES: 1) FOR MASONRY APPLICATIONS IN MAN -DADE COUNTY, USE ONLY MIAMMDADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 1/4' CRETE -FLEX MASONRY ANCHORS PER TABLE 9, SHEET 3. 2) FOR WOOD OR METAL APPUOATIQN$ USE ANCHORS PER TABLE B, SHEET 3. 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAPACITY 8 BASED PARTY ON THE ANCHOR TO ANCHABOVE TANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS ANCHOR BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 8) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY BE COUNTERSUNK. TABLE A. PARTS • :.•L MIN 271ST CONCRETE OR CMU FRONT VIEW BUCKET IP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. Mull Olmenden POT Pend Standard Clip Offset OIIp U'Chemnl 1 X2 X.128 888113M 8881118M 888243M 1 X2X.375 888114M 889111834 938'14434 1X2.78 X.378 88807 888116M 888112061 888248M 1 X2.78 X.88 88808 888118M 888112181 88824861 1 X3.128X.800 8883734 8881118M 8881114M 8882434 1.28 X3.188 X.288 88841M 8581117M 8881113M 58824M 1)(43(.125 69384 888111M 8881122M 888241M 1X4X.378 88810 88112M 8881123M 2X4X.88 888281M NIA 888271M 2X9 X:88 858282M N/A 88272M 1.28 X211 X.128 88832334 NIA N/A 30 Degree 888324M NIA N/A 48 Degree 98880 N/A WA EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED SY THS.METHOD. 1 1' 1 ~BYO'• bek gAC9EOF . 1 Sipl�'jA'�t..1 A. LYNiilMlaglk, P.E. FL P.E.N 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE EITHER THE STANDARD OR OFFSET MULL CLIP MAY 8E INSTALLEDEY THIS METHOD. MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES, THIBSHEET EDGE DISTANCE AANCF� EXTERIOR MIN 2.7 RBI CONCRETE OR CMU FRONT VIEW TABLE 13, ANCHORS TYP. ANCHOR PER SUBSTRA, 88E TABLE. B, TTHIS SHEET • • BOGS SEE TABLE B, MIN 2.71181 CONCRETE OR CMU THIS SHEET SIDE VIEW 0 Substrata Ancho7 Minimum Embedment Min. Edge Distance A Concrete (min. 2.7 kW) 114" Elco UltraCon 1-3/8" 2 -1/2" Concrete (min. 3.38 kel) 1/4" Erne Crete -Flex S84 1-3/4" 2 -1/2" Ungrouted CMU (A8TM C-E0) 1/4" Erna Ultra Con 1 -1/4" 2 -1/2" 114" El= Creteftex 884 1 -1/4" 2 -1/2" B Conorete (min. 2.7 ksi) 1/4" EIDO UltraCon 1.3/8" 1" Concrete (min. 3.38 ke) 1/4" Erna Crete -Flex 884 1-3/4° 1" Ungrouted CMU (AGTM C-90) 1/4" Etna Ultra Con 1 -1/4" 1" 114" Elco Crete -Flea 884 1-1/4" 1-3/4" P.T. Southern Pine 812 Street Metal Screw (018) 1-3/8" 3/4" 1/4" Elco UltraCon 1-3/8" 1" 114 Moo Crete -Flex 884 1-314" 1" Aluminum, 5083 -T5 012 Sheet Metal screw (GS) 0.125° 1/2" Steel Stud, Gr. 33 412 Sheet Metal Screw (05) 18ge (0.048") 1/2" A3B Steet 812 Sheet Metal Screw (G8) 18ga (0.048") 1/2" -+1 .128° MIN. DETAIL E: MULLION TO MULLION INTERSECTION NOTE$: 1) MAY BE INSTALLED IN "TEE* OR "CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) 8E5 INTERSECTION CLIP DRAWINGS, SHEETS 644 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. TOP VIEW VARRIES- h- -----{ MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, THIS SHEET. MULLION INTERSECTION U.OLIP EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD SEE SHEETS 8.17 FOR HOLE LOCATIONS EDGE DW1'ANOE SEE TABLES, THIS SHEET r■:, =;xz 1) FOR 2X WOOD-BACKED STEEL STUDS, SIDE VII„W WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SEE SHEETS 5-17 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLE E, SHEET 3 r SIDE VIEW 1 L p 1 1 �4+ PRl1"2w46 Tee o.a mil. 1 I1 r,_ LYNN 41 • QT * r No. 58708 DETAIL F: FIELD-MODIFIED MULLION CUP BEE DETAILS A-% SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CUP DETAIL H: BAY MULLION INSTALLATION 3170R45' BAY MUU. MULLION SIDE VIEW 868 8)18618 647 FOR HOLE Locartous STANDARD MULUON OLP MODIFIED TO FIT FIELD CONDITION TOP VIEW 886 8)16878 847 FOR HOLE LOCATIONS TOP VIEW SEE SHEETS 847 FOR HOLE LOCATIONS 'TYP. ANCHOR SUBSTRATE, der—PS:TAME B. SHEET 3 TYP. ANCHOR ,..^PEEI SUBSTRATE, .1 SEE TABLE B, SHEET 3 EXTERIOR 2° X 7' ANGLE CUP, 2 PER MULLION eNo.musTfISE INSTALLED INSIDE OF BAY MULL. 2" %EX .12Se ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED 048)02 07 MULL. TYP. ANCHOR PER SUBSTRATE, SEE TABLE 8, SHEET 3 EDGE DISTANCE SEE TREE 8, SHEET S MIN. 'LOW INTO WOODISTEEML. NTO C0N0RETE868.1 Immo iIkitijji�t 1111 DISTANCE MINAS"' TABLET, SHEET EXTERIOR HOLES 70 8! DRILLED INFIELD, SEE SHOTS 047 FOR HOLE LOCATION% EXTERIOR pREssuREDESIGN 8082 carromce --SEE TABLE B. INTO WOODETRELIAL SHEET 3 INTO CONCRETE/MU EDGE DISTANCE SEE TABLE % SHEET 3 IN..878 EDGE INSTANCE SEE TAME 6, SHEET 3 NOTES FOR INSTALLATION OPTION§ AND Gi 1) DETAILS F1, 01 AND 02: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE OVERALL SYSTBA DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN HALF OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS F1, F2, 01, AND 02 ARE NOT APPLICABLE TO THE 2X4, 2X6 OR BAY MULLION. 4) SEE SHEETS 5-12 FOR CORRESPONDING MULLION AND ANcHat ou&NTmEs, HOLES TO BE DRILLED INFIELD, SFS SHEETS 847 FOR HOLE LOCATIONS. MASONRY ANCHOR MASONRY ANCHOR NOTES FOR INSTALLATION OPTION H: 1) USE 2 ANGLE CUPS PER MULLION END. CLIP MUST BE INSERTED INSIDE OF MULLION. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 18 & 97, POR QUANTITY OF SCREWS. ";•;110%* 1 "X2 "X.125"TUBE MULLION AND CLIP MULLION 8083.78 ALUM. *SECTION MIN. .077-- STANDARD CLIP 833348 ALUM. TOMER, 2207 SAW 4.780° I 1.636• 1.1ze� � OpoOFn5 Webs! or Hodeonlal) 37} 6• 0812 r 1J EXTERIOR MIN. 277 OFFSET CLIP 8033 -T9 ALUM. TOPVEW INTERSECTION U•CHANNEL CUP 8063.78 ALUM. TOPVIEW 1 ALWAYS USE 2 SCREWS PER CLP LION U•CHANNELCLP 808348 ALUM. *- SECTION USED IV MULL $N7ER $ECT- IOIVS ONLY .120° -.128° 2.1 j J .740° h- TABLE 1B TABLE 1A 192E.128 Alum. TUbo Mnllon o1ANam3 Raodsgular Leading Design Prom= 11:457121 OplNrtE (Y004e1 or Harb 11*31) II MILEIM `WIMI 1o0In MMMIMM1♦ © 0 0MMUMW0 M 1000QQ012Q©Q000MUOU 0 82 62 80 60 M D© 48 ©U© 33 3't 23 00 29 1000©®00080 000 0m �OOMOMOMM M Om 28 a 26 ®©©Omm UUU © ©0 20 M M OODOU n ©MMMUMOMM 22 22 22 MOMM O®mmm 00 26 n o " mUUUUUDE1 28 0 20 20 w0" U®Mm0M MUOMMO MOO mmm 42 In 27 481r 60.828 lit 8O In 63N Mm 72 01 7821 78N 83 33 28 63 33 63 33 NOTE THE ROW HEADING "# OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 a 2, .126 Alum. Tubs Mower TAangutadTrapsaoldaI Loadln9 Design Plawm Wolfe) OpoOFn5 Webs! or Hodeonlal) win 1 11MIZEME Anew_. 99211111IsT7P2A130 62911210 13 on0000©EMIEMooEaoo©oo©©o 130 186 130 A R C 118 118 118 A B 0 106 108 108 - - - -- A 8 0 104 100 186 A 8 C A B C A B C A B C A B C © ©o© ©gas Ill= - 421n 104 104 184 104 m 164 104 104 104 104 104 104 144 104 154 48 In Q 84 64 M 73 73 67 67 87 63 M 0 91 Si M 81 81 61 61 81 81 lall 81 EgQ 61 61 50.2811 71 U 71 82 62 62 Q 68 M 62 62 62 60 M 00 49 49 U 49 48 49 p 48 4B 0 49 um 7 8 0 5 0 5 0 4 5 4 0 4 8 M gg 41 39 0 39 38 Eg M M 33 M 98 38 38 38 88 M 811 In 41 Eg 41 38 38 38 $2 32 24 as 31 E21 69111 33 85 30 80 30 Ei 27 27 24 224 23 23 23 22 92 21 21 21 E 21 Q Min 31 31 0 26 EI 28 29 23 23 Eg 21 Ei 19 19 In 16 18 Emu 17 17 17 17 17 17 17 m 7281 76 N 781n 93 20 16 2 3 20 18 23 20 19 90 17 m 20 17 15 2 0 17 15 17 15 17 16 U m 18 m gg 18 18 18 TABLE NOTES: 1) LINEAR IITERPOIATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SOREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 8) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE IA). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU 1'o11001 INTO WOODISTEEUAL 1 Q a 1 3 pilwmtol Nowa :t 8010506%06 7114V0 CO2 er „�... s$1r.•°GENSS '• • • * f N6.88705 6 p) ASS'IONR1ro, A. LYNN j1 P.E. FL P.E.# 88705 1" X 2" X .$78" TUBE MULLION AND CLIP STANDARD CUP x-78 ALUM. TOPVIEW 2.000' MULLION 8088-70 ALUM. XSECTION 8.` 120• .378. 4.730" I MIN. 1.088°+1 r•' STANDARD CUP 808348 ALUM. x- 8ECTION 0.8137 EXTERIOR 12$' ALWAYS USE 2SCREWS PER CUP x.120° USED IN MULL INTERSECT- IONS ONLY TABLE 25 0° TABLE 2A 1x2:.870 Alum 7000 Mullen 4219 Reotanglaar Loadlno Cosign P Domino ryertleel or Horizontal) 11111112111111M1111111111111101•11MIKEINI MUM loom MEM 14019 MEMO 169 D 109 08 DDDUDDUDUUIJU ' 130000 30 D 1311310082 01369 69 83 69 DO69DDD= 4DD2D8D DDDi7000EfE7Et 80 120000 40 DDDDE1E10EDDE1 ©DDUDUD D DEMO 37 DD 88 20 28 EIE:DDDOm D 99 93 DDDDDDEIUDDD0 2 E100 " UDUDDU 4e D 37 D 99 E1 92 UDUDUDDDDDDDUDU ODD 26 EUDDODEUDDUDUDU DEIDEt 28 E3EIDDDDDDir7D a 22 22 DUDUDU EUDEiikiUDDU 4614 80.820 m 0415 6919 83 21 101 00 45 0619 72 10 7819 40 40 40 '00 27 25 20 NOTE: THE ROW HEADING '8 OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 a 2 a .078 Alum. Tie •1uga" - • 1.1I _1 H__ 0", P©~ STANDARD CUP 808348 ALUM. x- 8ECTION 0.8137 EXTERIOR 12$' ALWAYS USE 2SCREWS PER CUP x.120° USED IN MULL INTERSECT- IONS ONLY TABLE 25 0° TABLE 2A 1x2:.870 Alum 7000 Mullen 4219 Reotanglaar Loadlno Cosign P Domino ryertleel or Horizontal) 11111112111111M1111111111111101•11MIKEINI MUM loom MEM 14019 MEMO 169 D 109 08 DDDUDDUDUUIJU ' 130000 30 D 1311310082 01369 69 83 69 DO69DDD= 4DD2D8D DDDi7000EfE7Et 80 120000 40 DDDDE1E10EDDE1 ©DDUDUD D DEMO 37 DD 88 20 28 EIE:DDDOm D 99 93 DDDDDDEIUDDD0 2 E100 " UDUDDU 4e D 37 D 99 E1 92 UDUDUDDDDDDDUDU ODD 26 EUDDODEUDDUDUDU DEIDEt 28 E3EIDDDDDDir7D a 22 22 DUDUDU EUDEiikiUDDU 4614 80.820 m 0415 6919 83 21 101 00 45 0619 72 10 7819 40 40 40 '00 27 25 20 NOTE: THE ROW HEADING '8 OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 a 2 a .078 Alum. Tie •1uga" TriangalarMammoidal Loading 1 • Design Pawns 0381899 (Ventortl or Horizontal) 3019 60 In 7019 801n 6001 11019 12019 14001 10014 Arad Subsnoteve,A 300 Table 11 BC A B C A BO A B O A SO A S S A D C A BC A BO O o4Anehors 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 8 4 2 2 4 2 2 4 $ 1 g i 42 01 170 13 170 170 126 170 170 119 170 168 118 180 180 118 188 169 118 168 189 118 180 189 118 130 219 118 133 •0119 188 118 138 110 103 110 108 6B 100 103 01 109 100 80 100 00 68 99 00 80 99 69 80 N 80 08 89 60.62 01 118 107 118 109 95 100 00 88 00 08 63 88 01 81 81 80 80 80 *0 00 80 80 00 80 00 80 80 64 01 03 00 W 81 N 81 73 78 79 67 67 87 64 84 64 82 82 82 82 82 82 82 82 82 82 62 82 80 01 87 67 07 N 68 tm 81 61 61 47 47 47 44 44 44 42 42 42 41 41 41 41 41 41 41 41 41 6919 67 87 67 4a 49 40 44 44 44 40 40 40 87 37 87 38 88 33 03 0 33 88 80 89 33 83 33 68 01 60 60 80 42 42 42 88 82 31 94 34 34 30 22 02 80 30 30 28 28 20 20 26 26 25 28 28 7201 06 98 38 82 82 32 28 28 28 20 20 26 24 24 24 222 22 22 80 20 20 22 20 20 20 20 20 76 01 82 62 32 27 27 27 24 24 24 21 21 21 85 20 30 10 18 18 17 17 17 10 18 18 18 10 10 lam 30 19 80 10 30 10 26 10 28 10 23 18 22 33 22 20 20 30 18 10 18 17 17 17 18 16 10 9019 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 25). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • o Ill o • INTO WOOD/STEEUAL. 60 m :s Y I 0 P` I 87. .f1 Ln„L � ItItIIHfI `,4..:.... M)(�iii eIA A. LYNN MILLER, P.E. FL P.E.# 88708 1" X.2.760 "'X .376" TUBE MULLION AND CLIP x•1.006°+1 3110..375' STANDARD CLIP 608348 ALUM. TOPVIEW INTERSECTION U.CHANNEL<LIP 6068.78 ALUM. TOPVIEW ALWAYS USE 2 SCREWS PER CLIP TABLE 3A 2.820° 4.731° N .o' U.CH CLIP 1'� 6093:113ALUM. *8ECT1ON 1.128` Recta m uler Loading 898184 Pressure (162/$°1 Opening (Vertical or 1lodxontaq .1175° 0.312 i.e EXTERIOR MIN..375' OUTSET CLIP 806340 ALUM. TOPYEW TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 8) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 38). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL. HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE SA). USED IN NALL Off E SECT IONS ONLY j I+ -.12r TABLE 35 141754.376 Alum. Tubs MOW Recta m uler Loading 898184 Pressure (162/$°1 Opening (Vertical or 1lodxontaq 801n an • 1011111 11 IIMMANIIIIIIICCill A B Andorand Substrate 1300A 834 Tate 8 BC Anchor anti SutabaleTMABC 1599 11019 B A BO A A BC A A BC A A C C A B C A BC A A B C A B _.. C 347 :..:: 111111C1 13111131131131E1 IA El ©El 8 1 8 0 ©©E1 7 8 6 4 7 9 131©11101©131© 7 1 4 9 7 1 80 4 0 9 0 5 1 ©1E1 5 5 5 1 E11©0 4 9 3 0 4 5 6 1 1 i 1 1 1 9 9 7 1 1 9 1 0 5 8 1 1 0 9 9 9 6 9 0 5 9 48In 128 88 128 108 71 117 92 81 108 Q 53 98 72 47 90 86 42 82 64 88 68 48 30 0 40 27 61 sanest 123 a 128 102 s7 12o M s8 a 77 ao 102 es 46 91 81 40 0 61 24 es 44 2e s8 38 28 24 20 m 47 34 so 8413 118 76 181 08 63 123 62 84 109 0 47 88 64 42 a 67 0 78 48 81 83 41 27 84 88 80In 108 68 124 0p0 140 131 74 49 Q 68 42 m 87 38 82 82 34 59 43 28 46 37 24 pup ea as in 88 ss 104 82 34 86 70 48 71 0 4o e1 64 00 48 32 48 4o 27 40 Q 23 84 30 60111 0 62 0 74 61 74 62 44 62 54 38 64 47 34 47 42 81 42 35 28 38 30 32 30 Q 19 28 72 In 79 87 71 e8 47 58 al 40 Q es 28 42 37 0QQ 84 28 29 27 24 27 23 20 as 22 20 18 20 7813 7014 90 It 61 at 81 O 46 49 CIQ° 781n 73 88 34 e6 31 p® 28 27 2s 23 22 23 19 10 19 17 17 17 0 e2 37 58 © 48 44 48 89 37 se 23 33 as 28 39 29 20 28 28 21 21 21 18 18 0 18 18 48 so 90 a 28 28 26 22 22 22 nu 19 17 17 17 28 se 30 32 e2 32 28 961n 108 In 11115 31 22 '� 20 at 22 20 31 22 20 28 18 17 0 18 17 23 18 17 21 15 21 mm 21 0. 19 18 16 18 18 10 60 In u 36 22 85 25 30 21 M 21 19 99 21 19 28 18 m 26 u NOTE: 23 10 18 THE ROW HEADING 23 1e 18 'B OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 x 2788.876 Alum. Tube Mnaion T,Mngsdadrrapaoldai Loading 081igo P1 2401e 98538') Opening (Yertioal or Horixontaq 'o.0. an • 1011111 120 In IIMMANIIIIIIICCill A B C A B C Anchor anti SutabaleTMABC 1599 11019 B A BC A B C A S C A B C A B . C A B C ©E1111 IEEl El ©1311111 101©EV IA 11311131rn3111a ©©1131 131 ENKE ,�gy g 222 I I 4215 175 188 170 170 126 170 170 E3 170 170 116 170 170 118 170 170 lug 170 ► 118 170 170 110 170 170 118 170 481n 170 118 170 187 103 170 145 98 170 139 0 170 135 89 110 0 e9 170 185 99 170 0 89 170 185 69 170 60.E N 183 107 170 148 98 170 134 130 0 83 108 mO 183 121 80 0 121 60 m 121 50 161 121 80 161 6491 lall 631n 150 98 170 E3 87 170 1M 50 181 114 76 102 110 © 148 107 70 108 70 140 108 70 140 903 70 140 131 es moo 120 104 es 116 67 84 1W 22 so 8s es as 4 ea 67 92 88 s7 92 80 57 ea 123 81 lac 106 71 •0 07 64 69 90 59 90 Dom e0 so s0 78 61 78 76 61 78 76 lit 78 OSU 112 0 112 08 0 M 86 W 88 0 65 77 0 62 00 60 0 83 47 83 63 47 833 83 47 83 721n 99 es 66 78 s0 7s 84 53 84 Q 48 e8 48 43 W pp 48 4o 48 44 8 44 as 0 38 781n 73 64 78 82 as 82 64 so 0 49 0 49 m 49 4s 42 40 42 98 00 38 88 2. 88 39 7831 87 62 plop 67 60 0 50 46 44 46 41 41 41 30 88 084 34 34 33 Q 33 32 32 32 1819 43 43 43 28 se 30 32 e2 32 28 28 28 28 26 20 2e 24 24 21 21 21 19 Q 18 18 16 10 60 In u 36 22 85 25 30 21 M 21 19 99 21 19 28 18 m 26 u 20 18 23 10 18 23 18 15 23 1e 18 21 21 21 19 19 0 17 00 18 16 is 9s is is 1111n 23 23 23 19 17 17 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEL/AL. I•.IIO•'1 'o.0. 71 ra L I OC L I x +1$ 1" X 2.750" X .660" TUBE MULLION AND CLIP MULLION 8083TBALUM, 7-SECTION MIN..815° STANDARD CUP 5606T8 ALUM. TOPVIEW STANDARD CUP 808345 ALUM. N-SECTION MM1..37W i .125 .128• MIN. OFFSET CLIP 13083-70 ALUM. TOPVIEW .12P h■ I .476° EXTERIOR .740° TABLE NOTES: 4 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. THE 8 SEE SHEETS FOR GENERAL ANCHOR EDESCRIPTIONS AND INSTAU.ATION METHODS.MAY NOT COUIdiERSUNK 6) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 4B). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 4A). TABLE 48 TABLE 4A 152.75x. Alum. Tub* Mahlon Mahar Substrate lyre, Bar 740(8 Rode neuter Wamnp Molgn Paawa 9b OP8Nng (Seftae' or HCpemual) 06 1006 MIME 1406 OOOOOOOOOOOOOOOOOOOOOOOOOOO I t =1111:1n © ©r.]A © ©rJ111311©113111:11110MEI©I©WI00EM ©170 OM ,69 p is 00 a p�0D OOML'1OOM0 0 L 0 t1r0013 0013 85 125 105 0M00 105 iii 83 0 ©47 W ppppppp W 4o a 0 128 152 4R 10 01400M"204500000000091000 0000° ! �1}}�000000000000400000000 ± 000 a 1000QDC]C0000 09 ODD V 000000 D 0 10 OD 100 DDDU 0 ©00000 62 UDD i DO ©D© 426 4818 0222 In 546 (M 6 896 06 119 133 103 82 OODD DUDDU 0 0 0 000 " 00000000 WM 0 ©470040 0 0 0 0 000000 0 0000000 MMDD00 OD 0 10• 02 mM0E10 39 0 00 28 22 26 000000 0000000000000 ° 000 0 022 ODD ° 00" 000000 00100w0131"000000000 �!�' 0© V 00000000 W MOm 000000000000 88 28 756 006 9018 1086 111 6 106 27 20 0 0 NOTE: THE ROW HEADING # OF ANCHOR" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 R278x.80 Men. Tube Molten 141119218267raPead0a1 Lae06g f Don Promo *potting (Soften' eaHoilxeeW) 06 606 706 06 006 106 108 1401n - 1006 Suba1 1 Too Sae 7ebIe B A B C A B C A B C A B C A B 0 A B 0 A B 0 A B 6 A B C 0 MAW= 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 i. IM6 ,g .1Zi. 02 456 170 198 170 170 128 170 170 110 170 170 118 170. 170 110 170 170 118 170 170 118 170 170 118 170 170 11$ 170 486 170 116 170 187 103 170 145 98 170 189 91 170 185 59 170 135 89 170 135 89 170 188 69 170 135 80 170 80.606 198 107 170 145 95 170 134 88 170 127 W 155 123 81 193 121 0 161 121 95 101 121 0 151 121 0 181 846 10 W 170 189 87 170 122 0 1611 114 78 151 110 72 145 107 70 142 108 70 141 108 70 141 105 70 141 06 1311 M 170 115 78 10, 104 0 10 97 64 10 92 0 122 0 88 118 0 67 194 56 87 114 18 87 114 896 123 81 182 188 71 199 07 64 173 0 59 112 0 80 105 82 84 88 78 81 94 78 81 0 78 81 04 110 76 10 101 67 10 91 0 100 84 55 98 79 52 85 76 0 0 72 47 79 71 47 78 71 47 75 72111 104 M 107 01 0 81 0 0 0 72 48 72 68 45 0 02 43 82 W 0 87 55 99 68 65 50 0 766 0 84 80 77 W 77 61 0 57 61 46 61 0 42 M 0 40 0 47 0 47 0 96 46 44 35 44 786 83 0 95 71 84 71 0 48 62 0 44 M 61 41 81 47 38 47 43 35 49 41 34 41 0 34 0 006 84 0 04 48 48 40 0 0 0 0 35 98 32 38 0 0 0 0 28 0 85 24 24 24 23 43 28 006 44 44 44 87 37 87 32 82 88 28 29 29 28 25 0 24 0 24 21 21 21 19 19 19 19 18 19 1086 51 31 31 29 0 36 0 0 22 20 26 25 19 15 16 16 48 10 1116 28 28 0 0 0 0 2 21 21 18 10 10 18 15 19 18 15 16 1206 22 22 22 19 19 19 18 16 18 USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CO/1U INTO WOOD/STEEL/AL. •o fINM •• U •• a 3 x x 90 I i L F7 i O yyl�' i yy I "%.,A&" • fil.ORtCP:.(9 A. LYIJ13IILL�i P.E FL P.E.# 88706 1" X 3.125' X .600" TUBE MULLION AND CLIP MIN. .378° STANDARD CLIP 6083 -T0 ALUM. TOPVIEW I- 1.000'»1 INTERSECTION U •HANNEL OUP (108318 ALUM. TOPVIEW • MULLION 5083 -TB ALUM. X- SECTION ALWAYS USE 3SCREWB PER CUP .128" -1 I" USED INNING /A7lMED ONLY TABLE 5A 1" x 8428" it ."Alum T98bs " r Load ' Demist Premium 9 Opening 1Vea0aei or Horitenteg Win 50 In 70M 8081 8061 90093 9201n 1401n 18061 S t b a O e t e 7 p p A Gen 79He 9 A B C A B 0 A SC 1 1 A SO B AB A 0 A S O A B C A B C A B C 8etAne9mm 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 4 4261 119 07 119 109 81 109 88 69 M 88 81 50 79 84 79 71 49 71 60 40 M 81 86 51 48 80 43 48In 129 86 128 108 71 117 92 81 109 84 53 89 12 47 53 85 42 M 84 38 88 48 30 5B 40 27 51 6 0 . 52 8 9 0 1 2 3 8 9 1 02 1 0 2 0 1 1 33 6 6 9 0 1 1 1 1 ? 80 103 M 48 84 81 40 88 81 34 72 44 29 81 38 26 54 8469 115 78 131 M 83 131 M 64 118 79 47 107 84 42 95 57 38 88 48 31 71 41 m 81 38 24 54 BD In 103 M 135 IB 87 128 74 49 119 88 42 05 87 38 88 82 84 77 43 39 84 37 24 58 32 21 4B 63 In M M 189 M 84 123 70 48 105 82 40 82 83 38 82 49 M 74 41 27 81 95 23 83 31 20 48 M In 94 82 138 78 81 117 M 44 88 69 88 85 52 84 74 47 81 -' 98 89 28 64 34 22 47 29 , 19 41 7898 M 89 112 72 47 81 82 40 77 64 36 68 48 81 68 43 28 81 88 24 42 31 23 38 27 18 81 781n 82 84 V 68 45 78 BB 38 68 51 St 88 48 30 40 41 27 44 34 22 88 V 18 31 28 17 27 78 in BI 82 88 M 44 72 87 37 81 50 03 52 44 29 48 40 28 41 33 22 83 28 19 28 26 18 28 so B 55 49 58 M 38 46 40 32 40 85 28 35 so 26 80 27 26 27 22 10 22 19 18 19 18 - 16 34 M 34 M B4 82 28 25 38 28 24 24 22 24 22 21 19 21 19 18 18 18 16 18 i 1 r i 1 i X3ECTION i I ' .12E TABLE NOTES; 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES I8 ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED N THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAYBE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRNWGULARfTRAPEZOIDAL LOADING TABLES (TABLE 8B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 8A). TABLE SB 18 18 18 15 15 15 NOTE: THE ROW HEADING "# OF ANCHORS ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1"x 3.188`x .680" Alum Tube 61131 Idim1P2117M1M82411111 Lading I Design Presage ObsiMj Opening NeMeal or Nosuont6) Win 601n 70 in OM qM 10061 120In 1401n 1601n Arabs end BubaDete TOP See TODD B A SO AB C A 1 1 0 A B 0 A B 0 A B 0 A B O A B 0 A B C 6oYAnahae 2 8 4 2 2 4 2 2 4 2 2 4 8 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1. '�111g1 I is 42In 170 188 170 170 128 170 170 119 170 170 118 170 170 118 1711 170 118 170 170 118 170 170 118 170 170 118 170 4039 170 118 170 167 103 170 145 08 170 189 91 170 138 89 170 138 80 170 186 48 170 188 54 170 135 89 170 80025 In 188 107 170 149 98 170 134 M 170 181 83 170 123 81 170 121 89 170 121 M 170 121 M 170 121 80 170 8'101 480 M 110 133 87 170 122 89 170 114 75 170 110 72 188 107 70 180 108 •74 168 109 70 159 106 70 168 60In 131 88 170 116 78 170 104 M 168 07 84 148 IN M 137 60 69 13? 88 87 128 88 87 120 68 67 125 8811 123 81 170 109 71 181 97 64 145 00 89 168 M 68 187 M •, 122 78 61 117 79 81 117 76 51 117 68 In 118 76 170 101 B7 161 91 80 194 84 8e 121 79 62 113 re 80 108 72 47 1M 71 47 08 71 47 M 73In 104 88 138 91 M 115 81 68 181 79 48 91 70 15 81 68 43 70 52 40 72 M M 70 M 38 70 7801 08 84 114 86 88 W 78 60 88 52 40 et 84 48 79 61 40 85 ID 37 68 84 38 67 64 85 65 7891 06 82 188 52 84 89 73 48 78 67 44 70 82 41 94 N M M 54 85 84 81 84 81 61 34 81 Mtn 85 63 88 67 40 87 50 40 50 45 38 46 40 34 40 87 31 8T 33 28 33 30 28 30 28 23 29 98 59 48 M 47 42 47 41 37 41 38 94 38 M 31 83 M 29 90 87 28 27 24 24 24 2;1 23 89 10861 M 89 30 M 89 33 25 28 28 25 25 26 28 23 28 21 89 21 M 13 18 16 15 18 18 15 15 111 In 96 88 38 80 90 80 28 28 25 23 29 23 21 21 21 19 19 19 16 63 18 18 16 18 12861 28 28 26 24 24 88 21 21 21 18 19 19 18 98— 18 15 18 15 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL. I• 0 II tl 0 •f • • iI • • I NNW erodool 9999199 114 / {�r Qhi z ov •.,. $10' p''.a�,-` A. LAW PE. FL P.E.10 811705 125" X 3.188°X .285" TUBE MULLION AND CUP MELLION 808378 ALUM. X.SECTION MIN. .876' STANDARD OUP 006348 ALUM. TOPVI 5 TABLE 6A 1.25° x Mar .286° Alum Tula 2611 Anther St46468 An" Rea6n3Wer Loaa975 .128' 2187° INTERSECTION ate' U•)HANNEI. cUP 80$3 -T6 ALUM. TOPVIEW STANDARD CLIP 808348 ALUM. X.800TION MIN. .378' OFFSET OUP 8483-76 ALUM. TOPVIEW EXTERIOR .128' .126' WAYS USE Pat OW 4 SCREWS INTERSECTION U- GHANNOL OUP 6083- TOALUM. X- SECTION MEDINMULL INT&llSECT- IONS ONLY • .125' .12P t 1 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE (IA). 0.226' .140' ;- TABLE 68 See Tabte 6 al Maws 421n D09WI Presage 11661) Opening WWOrgal er Hortaonm0 f 7 706 80 6 606 180 In ©©o© ©o© ©o ©oo©o © ©©© ©o © ©© ®Lr7Dmt51 1� D 69 LICIL 153 DClii7D 49 0 ° 40 60 00DD 3D D 11:11110011:1 6° 0E1 °2 0 0 33 D611310101300 e°0 4° el CI D 128 102 0 120 00®D 63 103 8B 00 Li 40 DDDDDDDD 26 D 9000 O 837 123 82 DmUD i57 00 es 07 DDDD ®D V CILIUM 1�DD 3 110 88 D00D52 0 43 28 D97Dee ©D© 0 88 mDD 128 70 D 108 62 40 92 DD 52 42 DDD 27 ID 23 33 D 20 DDm4DigiL�7D a DD 66 52 0000 s ss DDD 22 00x00 DUD000 6e 40 ©D sa D000 43 22 DDDDD 22 Dp0D CID 62 43 DDDD0D0L]U 49 0000 2' 36 DDDE7 ®D DDD 07 37 D 60 33 82 DDD 40 DD es DDDDDDDD 83000040 4D 22 40D26D�D900es022D22DUO 042 49 40D ° 38 300027 280 "DD 22D22 DDDDDD 0000 2S D 24 DDDDDDDI]II']DD D0D0 22 D 22 DmDDD ©101010 DDDODDDDD00101 808256 84 6 80In 836 88 6 726 781n 78In 00 In 886 108 In 111 6 120In 123 82 32 62 82 W 1.28° Tub* .x88° ffillogl STANDARD CLIP 808348 ALUM. X.800TION MIN. .378' OFFSET OUP 8483-76 ALUM. TOPVIEW EXTERIOR .128' .126' WAYS USE Pat OW 4 SCREWS INTERSECTION U- GHANNOL OUP 6083- TOALUM. X- SECTION MEDINMULL INT&llSECT- IONS ONLY • .125' .12P t 1 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE (IA). 0.226' .140' ;- TABLE 68 See Tabte 6 al Maws 421n D09WI Presage 11661) Opening WWOrgal er Hortaonm0 f 7 706 80 6 606 180 In ©©o© ©o© ©o ©oo©o © ©©© ©o © ©© ®Lr7Dmt51 1� D 69 LICIL 153 DClii7D 49 0 ° 40 60 00DD 3D D 11:11110011:1 6° 0E1 °2 0 0 33 D611310101300 e°0 4° el CI D 128 102 0 120 00®D 63 103 8B 00 Li 40 DDDDDDDD 26 D 9000 O 837 123 82 DmUD i57 00 es 07 DDDD ®D V CILIUM 1�DD 3 110 88 D00D52 0 43 28 D97Dee ©D© 0 88 mDD 128 70 D 108 62 40 92 DD 52 42 DDD 27 ID 23 33 D 20 DDm4DigiL�7D a DD 66 52 0000 s ss DDD 22 00x00 DUD000 6e 40 ©D sa D000 43 22 DDDDD 22 Dp0D CID 62 43 DDDD0D0L]U 49 0000 2' 36 DDDE7 ®D DDD 07 37 D 60 33 82 DDD 40 DD es DDDDDDDD 83000040 4D 22 40D26D�D900es022D22DUO 042 49 40D ° 38 300027 280 "DD 22D22 DDDDDD 0000 2S D 24 DDDDDDDI]II']DD D0D0 22 D 22 DmDDD ©101010 DDDODDDDD00101 808256 84 6 80In 836 88 6 726 781n 78In 00 In 886 108 In 111 6 120In 123 82 32 62 82 W 1.28° Tub* x Mar x TrlangulaM67m°1B6 I419010 I 016155 Pretl8H 88slft Alum M05 Opening WOW Cr 1440 54681) 60In 60 in 70In so In 806 1006 1206 140In 150 In 8uM0ala 77 1244 Sae16Ne 8 B CAB C A S O A B C A S C A S C A B C A B C ^ A B E I C C 4ofAnders 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 b 8 i is 421n 170 138 170 170 128 770 170 118 170 170 116. 170 00 118 170 170 118 770 170 118 170 170 118 170 170 118 170 4810 170 116 170 157 108 170 145 84 170 152 91 170 135 89 170 135 09 170 185 88 170 135 65 170 188 88 174 X8266 183 107 170 148 55 170 184 83 170 127 83 170" 123 61 170 121 80 170 121 8D 170 121 80 170 121 60 170 84 6 160 98 170 188 87 170 122 80 170 114 78 170 110 72 183 107 70 160 105 70 788 108 70 159 108 70 788 40 In 131 68 170 115 78 170 104 6$ 116 97 89 145 92 90 187 85 88 132 80 87 128 88 87 129 68 87 128 686 123 61 170 108 71 151 61 a4 148 80 55 135 95 89 127 82 54 122 78 51 117 78 81 117 78 57 117 236 118 78 170 101 87 151 91 OD 164 64 68 122 70 52 113 78 80 107 72 47 100 71 47 86 71 47 99 726 104 85 138 81 80 118 81 83 101 78 44 01 70 48 84 85 45 79 89 40 72 60 38 70 60 39 70 78111 08 84 114 86 58 97 78 80 68 49 48 77 84 42 70 51 40 86 55 37 60 84 18 87 84 83 58 756 95 82 106 82 54 90 73 48 79 37 44 70 82 41 65 IN 38 80 84 88 64 81 34 61 81 84 61 006 85 83 88 87 45 67 80 40 80 45 0 48 41 84 41 87 31 87 33 28 33 90 26 80 20 28 33 OS In 68 49 68 47 42 47 41 37 41 38 34 85 63 31 33 80 29 MI V 28 27 20 24 24 23 28 29 1086 39 85 39 88 83 33 28 28 28 26 16 25 23 23 23 29 21 11 19 18 18 18 18 18 15 18 16 111 In . 38 88 38 30 80 30 28 28 23 28 23 In 21 21 18 19 1e 17 17 17 16 15 18 120 In 28 29 28 24 24 24 21 .21 21 18 78 18 18 18 18 18 15 15 ALLOWABLE SCREW PATTERNS INTO CONORETE/CMU INTO WOOD/STEEL/AL. I•otl1.•I II•01•.l two Mal owe ```t7ttt1lfi11 /it `∎N k�NS3 245•4 , .., `. -e.... 4s6 . * ','i • I ' i,,q�Q • • . P� � `" zz • A. LYNN aucLr =R, P.E. 111 • FL P.E.1# 56705 1" X,4" X .128° TUBE MULLION AND CLIP M34 276° BTANDAND'OLIP 608844 AI.UN. TOPVIEW MULLION 8383-76 ALL*4. 961071001 1.1.350'.I 2 "l— 4. FM .I r E)1.1211 Bsatanguta Loading Da41ga Prea820 0WI6 ) 0.6 3127 0_�,�-0 101 0 0 ..] EXTERIOR • ALLOWABLE SCREW PATTERNS INTO CONCRErEICMU • O 0 O i O O • O 0 0 O O O • INTO WOOD/STEEL/AL. • O • O • 0 • 0 • •0 11 .2° • TABLE 7A 1 a 4x.188 Aden. Yoga blWlan Bsatanguta Loading Da41ga Prea820 0WI6 ) Opwfng IVou0oa or Horlaontai) 001 ...A 101 BO In ` "� 1W61 10 In f 1401...___ 1601 IlEt Il B 0 B �© 1 3 C. A B C© B O A BO AB 4 1 3 0 4 1 3 0 A B 0... WE= Ell ©aonoon�.y'000000 B C A B ©ono 79 00 2 71 ©©ino 0 40 60 61 ©onnn 8e p 48 so 46 421 11e e7 116 1s et 109 1• \'a47a ea at es 78 61 b i72In . 3 II 4991 12a es D 108 0 117 92 61 109 e/ 1B 99 pp es 03 42 Bt 64 36 88 p 30 ee 40 27 81 80.6781 123 00 170 '102 '67 120 M • 68 111 77 80 103 80 46 54 91 40 88 00 170 72 '44 28 61 38 26 84 8 4 51 0 7 8 es 170 88 1 8 2 138 1 1 5 7 2 4 7 1 0 170 2 0 189 6 6 8 140 1 4 1 87 61 0 2 4 54 8001 103 88 138 08 87 128 74 49 110 65 0 99 67 98 88 62 p 78 49 28 63 87 84 00 122 21 47 831 es a 138 ea p 123 p ,8 104 82 40 a 68 86 78 49 32 69 41 277 87 88 pp 116 31 a9 p se 69 51 7681 0 83 1 3 8 7 6 6 1 114 a 44 as Q as 0 6a 0 72 47 31 e3 39 28 Q 0a 22 44 36 1e 89 87 118 72 47 60 02 40 p 84 p 70 p 31 81 48 20 B4 Q 24 44 31 20 37 p 19 33 82 0 101 68 45 82 68 0 49 61 Q 80 45 p ffi 41 27 46 p 83 98 83 10 88 013 71 20 MIA ea 32 p 143 pp 60 67 37 sa se ea Is 44 29 ae pas .A as 22 89 28 16 30 as 88 as W 1 62 49 ea !8�6 ono 64 121 43 a2 •i 37 38 87 so as s8 26 as 29 0 19 23 20 18 p 17 17 981 61 4a 0 4g ss 42 p 20 22 27 27 ppppp 73 46 es 21 ppp 44 74 1e CIO CI 69 86 1081 96 86 88 50 61 30 ffi as 26 22 as ©1] 72 19 99 17 17 17 83 40 68 47 38 47 43 111 51 1851 p 34 0 ppp se 22 as 83 26 a0 019 23 19 pp 18 18 20 W 100 13 10 18 18 16 10 25 91 981 68 49 IO 60 TABLE 7B 1 x 4e .10 Alum. Tabs Melon Tiong°lariTn t 5.0849 I *od a Pmsoa {ewe') Opening Ne66N or Iblk0936 001 0061 701 BO In 801 1001 10 In f 1401 1601 Anchor end 81.1199B1ype, Boo Tado6 A B 0 A B O A B C AB 0 A D O A 1 3 0 A 9 0 A B C A B C •946296 2 2 4 2 8 4 2 2 4 2 2 4 2 8 4 2 8 4 2 2 4 6 8 4 2 2 4 421 170 136 170 170 128 170 170 116 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 481 . 170 116 170 167 103 170 140 88 170 139 61 170 136 89 173 186 es 170 18 86 170 138 66 170 138 89 170 80.8261 189 107 170 140 0 170 134 86 170 127 63 170 10 81 170 161 40 170 121 80 170 131 60 170 121 60 175 84In 160 68 170 133 87 170 122 00 17D 114 78 170 110 78 183 107 70 180 108 70 189 108 70 189 106 0 160 4061 181 es 170 116 70 170 104 e9 156 97 64 148 62 60 187 89 88 130 86 67 126 68 67 128 6e 87 198 681 103 81 170 108 71 181 W 84 144 67 69 131 62 88 121 93 84 116 78 61 109 78 51 108 78 81 108 881 118 78 470 101 07 148 81 80 130 84 68 118 70 82 139 78 00 102 72 47 96 71 47 94 71 47 94 791 104 89 143 91 60 192 81 83 107 78 46 68 70 M 89 66 43 89 02 40 78 60 88 72 80 38 72 ' 761 05 64 121 88 58 103 78 19 90 M 48 81 64 42 74 81 40 69 N 37 83 04 86 80 84 a6 W 781 88 42 111 0 84 48 73 46 es 67 44 74 09 41 88 69 86 83 84 06 67 62 St 89 61 84 84 901 72 63 72 61 48 01 83 40 68 47 38 47 43 34 43 63 31 39 38 28 61 92 28 32 31 25 91 981 68 49 IO 60 43 60 43 37 43 39 34 88 35 31 38 85 29 38 39 28 29 26 24 28 24 23 24 1081 , 41 41 41 10 85 66 30 00 80 27 37 27 24 24 34 28 22 22 19 19 19 17 17 17 16 18 18 1111 2 6 3 6 8 6 85 30 23 3 8 85 # 6 2 4 2 4 34 30 3 3 30 22 38 88 1 7 97 1 7 16 46 10 1201 23 30 10 26 26 28 22 22 22 10 10 19 17 17 17 16 40 18 muggek 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE, 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY IM FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD ANDOFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRWNGIAAR/TRAPEUNDAL LOADING TABLES (TABLE 78). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE TA). I L I I I �i .C�'•. ,FLOlG''''\" "'•,rSStNpL A. LiMIVIWILitik P.E. FL P.E.# 88708 1" X 4" X .375° TUBE MULLION AND CLIP 1- 1.000-1 4900° MULLION 8003.78 ALUM. 2- SECTION .128" f r »SECTION ! % .'181 INTERSECTION LI-CHANNEL CUP 8088TIALIAL TOPUIEW ALLOWABLE SCREW PATTERNS INTO CONCRETEI MU • 0 0 0 O 0 • 0 INTO WOODtBTEELIAL • O 0 0 • TABLE 8A 18 4x .718 Alma. 7690 Waco 871409 Prosier* 1 03*er3151103e331 m N411scn1611 80 I 4Um 70In 0013 ISIS 103 In 11018 14031 Anchor 810 Geoids B .VA62hms 2 43111 A B O A B 0 2 4 2 2 118 87 118 10 81 4 100 A a 0 B a 0 O A B 0 4 2 2 4 99 89 81 08 A 2 78 8 a 84 C 4 79 A B O A B a 2 4 2 a 49 71 0 44 C 4 0 A 2 0 B 0 2 4 40 0 A 2 81 B 2 38 0 A B 4 2 2 51 48 30 O 4 48 4818 123 BB 108 71 117 81 109 81 0 0 72 4> 90 0 42 0 74 84 98 0 45 80 88 40 37 01 sous m 138 81 128 102 10 08 111 77 80 10 88 64 01 40 70 81 34 72 29 81 25 54 8419 115 78 131 0 198 123 82 $4 118 72 47 107 42 98 87 28 0 83 34 78 49 81 71 41 81 $8 84 6019 10 0 135 03 128 74 49 110 65 42 5s a 35 52 34 47 31 43 20 84 24 58 22 21 40 019 0 139 82 84 123 70 0 10 82 40 92 85 38 82 0 74 49 0 07 41 21 81 98 33 0 31 49 019 84 62 10 0 61 117 37 44 100 59 39 68 52 34 78 47 91 70 43 28 04 59 28 68 34 22 00 20 19 44 7219 08 57 129 72 47 107 82 40 54 88 0 48 S1 71 48 23 84 3B 38 0 24 54 31 20 48 27 40 7812 84 10 0 102 38 37 51 34 78 45 30 88 41 27 61 37 21 58 34 22 81 0 19 44 0 17 7819 0 82 119 0 44 87 0 0 0 74 44 0 0 40 28 89 0 24 54 83 22 49 28 19 42 25 10 97 9019 89 86 01 10 70 32 0 57 58 23 53 84 44 40 TO 15 95 25 18 22 9819 85 42 80 84 35 88 48 30 40 37 47 24 41 82 87 29 10 03 27 18 18 as 1031 6/ 38 87 48 31 48 E 0 34 24 34 30 21 30 25 10 23 24 17 24 16 21 18 18 16 11161 1231n 14421 82 37 52 43 31 43 88 28 0 31 28 31 D 0 27 24 18 24 92 17 0 0 18 0 17 42 94 42 34 28 84 0 24 0 28 21 25 30 18 22 15 17 19 17 18 • 17 13 18 24 24 24 0 20 20 17 17 17 15 15 18 I n 4x .978 Alma. TOM 01S1Ner48'17•Pa0lda Leman I Opft Patna* 1lb40 Clanks Walla! a I 1*8 50 In 01n TO In 013 019 10013 _ 11001 12013 14031 1010 Atm1p7it SWstrtle7yps, 86811258 A B B A B 0 A 8 O A BC A D C A B C A B 0 A B O A I B C AB 0 044Anobma 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2. 4 2 1 4 2 2 4 9 2 4 2 2 4 b 1 4e33 17a 198 170 170 10 170 770 119 170 170 118 t70 170 118 170 170 118 170 170 118 170 170 118 170 170 190 170 170 118 170 4819 170 118 170 187 103 170 148 88 170 189 91 170 135 0 170 128 Be 170 10 0 170 196 89 170 10 68 170 135 85 170 0.82819 183 18? 170 145 85 170 184 0 170 127 0 170 123 81 170 121 0 170 151 0 170 121 80 170 121 0 170 121 0 170 8410 10 0 170 153 87 170 122 80 170 114 70 170 110 72 189 107 TO 10 10 70 159 10 70 10 10 70 10 10 70 10 010 131 0 CO 118 78 170 104 08 10 97 64 149 42 0 137 69 0 10 B7 0 133 48 87 10 Be 87 128 88 67 10 0381 123 81 170 10 71 181 97 44 145 0 58 10 0 0 127 02 84 122 0 52 119 79 81 117 78 61 117 70 51 117 481n 118 78 170 101 87 181 81 0 188 84 0 10 7B 52 110 78 0 119 73 48 10 72 47 107 71 47 10 71 47 10 7219 104 0 10 91 0 10 Bt 0 181 78 49 111 70 46 909 0 48 0 42 0 52 40 0 0 39 0 80 89 89 7019 93 84 448 0 0 12► 78 50 118 0 48 103 84 0 80 61 40 91 50 0 87 0 87 84 54 0 81 ea '35 0 7819 M 132 141 82 84 123 73 45 10 67 44 10 83 41 9.1 59 88 87 8B 37 23 84 38 0 52 84 77 61 34 75 8010 80 89 112 89 40 94 81 40 82 0 38 79 51 34 07 43 81 81 44 0 57 48 0 44 40 0 0 0 25 48 019 74 48 92 84 42 77 45 87 87 81 94 48 47 99 54 44 0 0 41 27 48 39 0 44 35 0 40 ae 28 38 1019 54 43 84' S4 37 50 47 32. 47 41 28 41 97 28 37 34 88 34 522 23 82 0 22 0 E 0 27 0 15 28 11113 89 41 0 4B 86 49 43 31 49 0 0 0 34 ZB 34 51 24 81 89 74 29 E a9 27 24 18 24 22 19 22 120In 48 39 0 30 32 0 34 28 00 30 0 SO 57 39 27 24 21 24 23 50 as 21 19 21 19 17 19 17 18 17 14411 21 37 27 22 22 22 19 19 10 17 17 17 18 18 18 1) LINEAR INTERPOIATION BETWEEN SIZES AND= DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) AU. MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 8) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. (3) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOMAL LOADING TABLES (TABLE (B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE BA). 95 �B N I re 1 1 L 9,4530044d s.1,aS1 tt••. FIo,l0er b "a• . t Vate NOM 41130i9.01 " Compel 111111II1/L 044 !offit",1 'i =.,S, ,..)° •..K : 661 I \° a:•.: ' '.'' ',76117L' 1111. A. LYR14.18h P.E. fL P.E.# 88708 2 °X4 °X.28 °TUBE MILLION AND CLIP MULLION 803978 ALVA 11SECTION STANDARD TOPV2BW 70 r -.001 INT0RSECT5?N U.CNANNEL CLIP 608348 ALUM. TOPV537/ !• • Opening 05751641 or HorlaoM71) 66373 638 781% 801n 0 1 1 0+0 0,0 18013 •� • 2.8270 ..• 0 Ander end Substrate T15744 Bee TebBB EXTERIOR U47104NEL cup 606376 ALUM 748Ear3ON 7• 116VMULL IONS Y I*-.128" ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • 100 O 00 O 0o ft • 0 O • O O 0 og 0 00 0 00 • INTO WOOD/STEEL/AL. • 100 • 00 • 00 • • • TABLE 9A 2343 .28 Mum. Tabs 030750 174111 1113? Lostebe I Omega Pressure (111$87) Opening 05751641 or HorlaoM71) 66373 638 781% 801n 0813 18013 18013 14013 14010 Ander end Substrate T15744 Bee TebBB A S C A B C A O C I A B O A B O A B C A B C CAB A BO C A B C *Onshore 3 3 8 2 a 8 2 2 8 3 3 5 2 2 8 2 8 8 2 2 8 2 3 8 3 2 8 h 1g70 i 4317 119 97 110 163 01 163 80 00 08 89 61 89 79 84 W 71 49 71 63 40 63 81 38 51 48 63 48 4e11 180 08 1 8 163 71 117 62 Of 158 81 63 19 73 47 M 00 63 63 57 95 63 48 80 63 40 27 81 80.80810 123 81 118 102 87 120 08 08 111 77 63 103 88 46 94 81 40 88 81 08 72 44 29 81 38 26 84 641n 115 78 131 08 83 103 80 B4 115 72 47 107 84 42 80 87 08 51 48 51 77 47 27 80 98 34 87 8013 103 69 188 86 87 228 74 48 122 86 63 113 87 38 108 62 34 59 43 38 88 37 24 78 82 21 84 8313 90 80 180 63 84 150 70 48 179 08 40 118 88 M 109 49 32 103 41 27 85 38 28 17 31 80 67 80 13 94 82 738 78 01 131 87 44 1'8 89 39 118 08 84 113 47 31 106 30 28 85 94 23 78 08 19 63 7217 08 87 140 72 47 185 82 40 129 54 30 121 48 31 107 43 58 M 36 24 63 31 20 69 27 18 80 7617 as 84 168 08 45 188 68 08 131 81 34 114 48 30 102 41 81 91 34 as 78 20 19 86 28 17 87 In 63 62 148 55 44 107 87 37 127 63 33 111 44 63 63 40 25 88 63 22 74 28 18 84 20 16 63 0015 63 46 148 87 38 120 48 32 110 4S 88 94 36 25 89 94 23 73 20 10 80 28 18 81 22 75 44 Min 86 42 163 84 08 163 48 30 81 40 27 78 20 24 08 32 21 81 27 18 80 23 18 42 20 80 38 103 In 69 08 84 48 31 77 41 27 08 08 24 63 08 32 48 08 10 43 24 18 05 21 44 80 18 41 20 111 In 68 07 63 47 81 71 40 0 00 M 29 62 81 30 48 M 10 40 33 18 63 30 40 28 17 87 04 13011 52 84 69 48 M 08 37 24 48 32 21 41 80 19 M 28 17 32 08 80 28 18 08 17 31 17 - 17 23 18 44 10 144In 40 28 40 33 24 33 08 08 M 24 IB at 21 18 at 15 - 75 18 80 15 TABLE BB aa4a.80 Mom. TUbS NulOOA TSarlgare6TrepeaobeIL40130 I 0101110 Pam* 801171! 0907118 (VOW or Horimna8 Buts 6311 7076 ails 8011 14801 12013 14072 16313 Aoshor sad 6 1 8 7 3 1 3 0 1 7 8 0 . 812 Tab102 A B O A B O A S O A • O A BO A B 0 3 5 0 A BO A • 0 0075007Ha 8 2 .108 8 2 2 4 2 2 5 2 8 8 3 5 8 8 2 4 2 2 8 8 2 8 2 2 6 ! I781.8 jj ■ 4801 170 170 "170 130 170 170 119 170 170 118 170 170 118 170 170 118 170 170 116 170 470 118 170 170 116 170 48 (3 170 118 170 157 108 170 145 M 170 138 91 170 135 89 170 188 80 170 108 60 170 136 63 170 135 89 170 863301 163 107 170 145 M 170 184 88 170 127 89 170 183 81 170 121 80 170 121 80 170 121 83 170 121 63 170 8413 163 M 170 108 87 170 180 80 170 114 78 170 110 72 170 107 70 170 108 70 170 108 73 170 iM 70 170 176 6312 131 58 170 115 78 170 104 63 170 97 04 170 02 80 170 89 53 170 63 87 170 63 57 170 63 87 8311 108 51 170 108 71 179 87 54 170 M 63 170 89 M TPo 82 04 170 78 81 170 70 61 170 78 81 170 6810 116 78 170 101 08 170 91 63 110 84 08 00 79 08 170 70 63 1w 72 47 161 71 47 159 71 47 1 08 7201 104 80 170 91 63 170 81 50 190 78 40 *7 70 49 108 88 43 148 62 40 198 63 30 184 80 39 134 7812 08 84 170 ae 63 170 75 63 170 80 48 163 84 42 144 81 63 108 63 37 108 64 63 121 54 63 120 M 62 170 83 84 170 75 48 184 87 44 163 83 41 139 00 38 137 54 M 131 58 34 115 51 36 114 8013 80 53 170 63 48 164 81 40 138 88 38 121 13 84 110 46 31 803 43 28 80 40 28 08 08 35 75 9513 74 49 182 84 42 128 M 37 111 81 34 90 47 31 63 44 29 83 63 28 72 38 24 88 58 24 80 10811 88 43 108 68 37 88 49 38 77 44 28 08 40 28 63 37 80 67 33 22 49 63 20 44 20 16 41 11f la 83 41 97 54 35 88 47 31 71 43 M 63 39 28 87 88 24 82 08 21 45 26 19 40 87 15 87 18811 58 88 TT 48 32 84 43 38 86 39 0 49 35 21 44 33 21 41 80 19 35 08 17 31 17 - 17 24 10 08 18 - 18 14417 44 81 44 87 M 87 39 29 08 08 21 58 28 10 M 80 17 23 35 15 80 T 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE, 2) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 8) THE STANDARD CUP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 15). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE EA). 83 Ias L I 1 `‘‘44140 %%NI tiYNN < '7, ��i I 2°X 6° X .26° TUBE MULLION AND CLIP 4304. .9751 MULLION 00349 ALUM. 203132074 �•- 0'006° ^� 6900• 2— BTAIDAROOUP 808270 ALU9t TOP VIEW O OI6 c 0'O 1 0,0 MIN. 978' 1.844' 4.887' O EXTERIOR • U-0HAt0181 OUP 083-78 ALUM. X.01:21W1 USED 10090101. IONS ONLY 1b12e' ALLOWABLE SCREW PATTERNS INTO CONCRETE1CMU • le 0 • O 00 0 O 0990 • oo • INTO WOOD/STEEL/AL TABLE 10A 2284.26 Alum Tape 81a0° Ra220 122 5500 I map Mum 006 0043139 81481001472229940 05 095 705 05 05 100 5 105 14018 10018 06008 and 0121131 1770. 8.7W*a B A B 0 A B 0 A B C A B 0 A B 0 A B CA A B 0 A B 0 A B 0 001060118* 4 4 8 4 4 8 4 4 8 4 4 6 4 4 B 4 4 8 4 4 8 4 4 0 4 4 8 b 1 425 118 118 110 10 100 00 00 0 M 88 M a 70 70 70 71 71 71 0 43 00 51 81 B1 46 40 48 4881 10 10 10 117 117 117 198 10 08 0 0 0 W 0 80 0 82 03 0 0 0 0 88 0 61 81 81 0065 10 128 128 10 10 120 111 111 111 108 101 103 94 00 90 88 81 0 79 87 72 01 68 61 64 69 64 845 181 131 134 193 133 133 118 10 116 197 04 110 10 84 18 01 79 91 77 83 77 BB 64 0 87 47 87 6081 160 /0 185 10 116 128 120 87 10 118 08 113 108 78 WO 0 83 10 0 W 85 73 49 79 61 0 94 05 10 10 132 193 118 10 10 0 10 118 81 118 10 72 10 0 0 103 0 84 09 70 48 77 0 40 87 05 188 124 188 131 10 131 10 0 196 118 77 118 10 0 112 99 0 100 78 01 0 87 44 0 0 0 70 785 143 116 140 10 04 138 10 81 10 10 71 10 08 0 117 0 31 111 72 47 0 83 40 87 64 0 77 765 144 101 142 10 0 /0 117 77 131 10 87 10 01 0 10 0 64 114 0 43 10 0 0 67 61 84 70 765 143 10 148 188 87 137 114 76 10 100 0 10 68 88 121 0 82 118 0 44 09 W 07 88 12 86 14 05 10 81 10 110 78 143 0 0 01 0 67 10 77 0 114 0 40 10 67 38 0 48 0 74 48 0 84 05 /0 06 10 10 71 147 0 et 190 81 0 181 72 47 107 68 42 0 64 98 0 48 0 09 40 37 80 085 116 70 10 0 0 148 0 84 10 72 47 107 84 42 0 0 0 0 48 81 71 41 37 41 39 24 94 1115 112 73 181 0 81 190 0 0 119 70 43 104 82 41 0 0 97 0 47 31 70 40 0 0 0 93 0 005 10 0 162 0 67 10 74 40 10 0 42 0 97 0 0 0 89 77 43 0 84 97 24 0 82 81 48 1445 0 87 10 72 47 0 0 40 0 64 0 0 48 31 81 42 0 04 0 24 44 31 0 37 27 0 0 TABLE 105 9282.0 Alum. Tab. 2050 175521Brlttap6I4at L40mng ( o4Apn Thaws (8910) 03.858 (8/407810/1404/03501) 805 - -. - 005 705 8081 005 1005 105 14310 1805 02324443 8102057ya. 84.788* B A B 0 A B _.. 0 A B 0 A B 0 A B 0 A B 0 A B 0 _ A �.. 0 D A -. B -_– 0 Oa7An a 4 4 8 4 4 B 4 4 8 4 4 0 4 4 8 4 4 B 4 4 8 4 4 8 4 4 8 $ 495 179 170 170 170 170 170 170 178 170 170 170 178 170 170 370 170 170 170 170 179 170 170 470 110 170 170 170 485 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 970 170 170 170 170 170 170 170 470 170 170 170 •1625l 170 170 170 110 143 170 170 170 170 170 180 173 170 181 170 170 189 170 178 189 170 170 10 970 170 108 170 09 5 179 170 178 170 170 370 170 183 108 170 180 170 170 144 170 170 141 110 170 140 170 100 140 10 170 140 170 805 170 170 170 170 181 170 170 137 170 170 197 170 170 121 170 170 117 170 170 113 170 170 118 170 170 113 170 835 10 10 170 170 142 170 170 198 170 t70 119 170 170 112 170 103 107 170 01 10 170 10 10 170 166 103 173 685 170 12 170 170 189 170 170 123 170 10 111 170 169 104 170 181 0 170 144 443 170 143 ea 170 10 04 1783 785 170 40 170 170 10 170 103 107 170 149 0 170 10 0 170 132 87 170 10 111 170 10 70 170 10 78 170 785 170 70 170 170 111 170 187 100 170 180 91 110 180 0 970 10 0 170 112 74 10 10 71 161 108 71 193 785 170 120 178 164 /0 110 147 0 170 184 0 170 134 0 170 117 T 170 10 71 181 103 88 109 102 07 182 05 10 06 170 10 0 10 124 0 10 111 73 10 102 87 143 0 0 142 0 87 10 81 0 120 78 81 10 05 1 42 00 1 7 0 1 36 54 1 73 1 32 1 4 1 1 9 1 03 63 1 82 84 82 1 4 2 0 7 97 1 3 0 78 81 . 1 0 7 70 42 10 0 48 10 085 130 0 170 t11 79 10 0 84 148) 0 10 e1 0 10 70 49 112 0 44 0 41 0 0 67 37 0 1115 10 0 170 10 71 01 0 89 142 0 0 197 78 81 118 79 47 10 84 49 0 0 0 67 0 0 0 105 110 76 120 49 . 0 147 0 67 10 78 61 118 71 48 188 01 49 87 87 00 0 83 81 78 48 0 72 1445 0 0 90 0 8 7 53 92 1 0 8 7 0 4 0 60 43 4 4 6 1 6 7 37 70 00 54 99 49 9 3 88 4 1 37 42 37 68 4 4 TABLE NOTES: '-^" USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18 2) AU. MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 24 FOR GENERAL. ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 10B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 100). a W ITS CO et I m L Pt 1°11°[A 47o920 `\‘ `�11 Y LYAbY � oC .IENS '. • ND.88708 * :. 1.28 "X Ill" X .125" TUBE MULLION AND CLIP iAIB.I.IOM 808348 - BECTIOM I USE2 CLIPS PElt MULL OA'D .128` ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL TABLE NOTES: t) LINEAR INTERPOLATION BETWEEN SIZES AND /OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CUP ANGLE MAY BE COUNTERSUNK, 4) 8EE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 118). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 114). TABLE 11A 120"x2.11 "31 120° Alma Tube Mull 423 403 ReelangWar Leading Beslgn Prawn 9b$l Opening Nettled or iollsonla9 0400000000011 111111 000 © ©o © ©oo© ©o ©o ©o ®o ® ©�oCIo� 70 OM ea o 63 1013131:11 ©©© ©UDUDUm© ©©©©©©© ©©©©UDDQUU©©©© 32 32 20 20 CI ®E1©[v©©©©32 ©© ©13 36 DUO ®mm ©mp©©©©©©© 28 22 22 22 �DEyMI ©©0EDE0000 22 22 22 LIM 19 ili113m E52 O 10 20 2° EElEEi ODOmUmmmm 88 es 80.525 83 03 beta 833 723 78 In 783 42 20 20 20 TABLE 11B 1.26° x 2.11": .1sr Alum Tube Mull Mfamp tart apueldal Loading Oselgn Possum 8bWB9 Omani (V4101641 or Nmlaontol) 601n 803 703 803 90 t 1003 1603 Anahorend 8uben&e17pe, see Table B A B C A B C A B C A B C A B C A B C A BC •ofAnubomJ 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 is 1 42 3 187 138 187 149 128 149 189 119 1:A 198 118 130 134 118 134 134 118 184 134 118 134 4818 108 108 103 83 16 99 88 88 88 B1 81 81 79 79 70 79 79 79 79 79 78 60.825 In 81 91 01 79 79 79 72 72 72 87 87 07 88 65 88 04 61 84 64 84 84 64 In 74 74 74 84 84 84 08 88 25 83 83 83 81 01 81 49 40 49 49 49 49 30 In 03 63 53 46 46 49 41 41 41 37 37 37 30 36 36 33 33 33 32 32 32 63 In 40 48 40 99 39 39 35 35 35 $2 32 22 25 2B 29 28 28 28 28 28 28 86 3 30 30 39 34 84 34 30 30 30 27 27 27 26 26 25 24 24 24 22 22 22 72 3 30 30 30 25 25 29 23 23 23 25 25 20 18 19 19 18 18 18 18 18 le 781n 28 25 25 22 22 22 18 18 10 17 17 17 18 18 18 16 15 16 78 In 23 23 29 20 20 20 17 17 17 18 48 18 z 0 ii .0 r__te L X P I !� Appeared as morplNoB MB) It, F12 t9 Miami Bade1Mar$ r. �>»(1llllll,li .I LYNN al ��i *: X705 * No. �� /S�IYA1. iti A. LYIGN M I 1 14, P.E. FL P.E.# 58706 300/3.252 TUBE BAY MULLION AND CLIP CUP A 01.11 8083.78 ALUM, TOP VIEW .128° —°1- -.128` .L LAS OLIP ALUM. I I-- 2.000" ----I ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEL/AL. TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK, 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 12B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE 12A sir 39 DIX4. AL BAY MALL Anchor 8uba5ele Type Bee TWA B W otangWer Leading 00816u Prawn* 1321a% Opening (Yer6aal or Harioenial) 10010 110 In ©DDI01UDD1111D©NUDD DUUD ME= In KIE1111:111131111:11 1311311F1 MILE CI lEI ICI EIKE El El KILN 67 II 13DDD000000D DE17©Di7100DD 3° Ev CI 88 108 m® ga 0 108 Q 63 82 00 66 0D 02 D 35 m 40 27 m U 128 DO 123 1313001311:1013011311013113012131:1131 mm 131 DUDDD©ir70EI00 a ae El 62 IOLICIEll EvmE MICIE0 48 120 E0 42 DUD 100 62 E7 69 DUD E7 �!� Dm 62 11:31013 48 �8!2� 40 104 60 DD00m0� !UU 20 0 Q e2 IME; UDEr7Dm0 35 83 Bt OGD0E700 25 E 000 00 122 EMU 100 62 4o Ev0DEr3DEt1E0D 28 DOD ' DO Ev155 CHM!8DEr DDe2035 0E027UD24 43 DUD 00000067033 32 000023 0CI5 DO ODD 52 El 62 DEDCI0000000 24 so 00 » El m CID 01311313 x 13131101 25 CI 25 OEM 22 022 0 i0 131313111113131101131E110 22 M0 20 20 mD00i0D 1E111 36 ODO 28 024 024 E IEMEiUm0000000m 00 113 28 0 23 00000700000 MM 421n 48In 40.82810 841n 801n 123 103 88In 65 55 72In 781n 82 7819 9013 80 In 108 In eo 52 27 120 N 144 N TABLE 12B saw, 300W. AL BAY 72W. 7AangulsNTrapozetgal Load Ina Design Pressure 0301 Oneidas (YetUca1 or elodzan13t) IILLI I g A 170 B© 138 170 A ©EOLE 170 lie D 170 A B I I A B C A B C A R D A B 01(1©© tie C 170 A 178 118 D ZBME7KV 4219 © 170 ©Q 110 170 © 170 ©Q©©CI 118 170 170 m 170 © 170 ©ti 118 m i 170 170 170 118 170 187 .103 170 148 D 170 135 91 170 138 Dm 138 99 170 138 DEa 188 65 170 van 51 183 107 170 145 as 0D es 170 127 83 170 123 81 170 121 80 170 121 0 170 121 80 170 54 tn 350 58 170 183 87 170 171 Dm 114 75 mmDm 107 70 170 148 70 m 108 70 170 awn 1 3 1 8 5 1 7 0 1 1 5 1 8 1 7 0 1 0 4 8 5 1 7 0 0 8 4 1 1 0 9 2 80 1W 00 152 87 87 148 58 57 m m 182 8819 123 El 170 118 71 170 97 84 lea 80 89 183 e5 60 142 82 44 184 80 D 129 78 61 58 In 110 78 170 101 87 188 91 80 147 84 65 133 78 52 123 78 50 117 73 48 112 71 47 7210 104 es 148 81 ea mm 53 111 75 49 100 El 44 82 e0 43 65 L]E] 82 80 38 0 82 78 In 84 mmm M 108 78 80 oa es ee 84 Q ea 77 81 40 72 54 38 Q 84 35 lets 85 ea 115 82 84 sa 73 0 se 61 44 71 e2 0 71 es ea ea 58 87 82 51 84 55 8010 0 53 74 83 48 53 55 D 86 49 se 0000 41 31 41 98 80 D 32 28 32 so N El 48 al 52 1:1 32 45 37 48 40 34 40 38 31 38 33 28 33 Ej 27 31 D 33 2e 10010 IGEN 1201n immE3 43 se 31 43 D 36 0 aa 000 28 2e 28 28 25 Q 23 23 29 21 21 Ell 18 12 m 15 99 D 33 as 88 22 29 ao D 28 23 23 23 23 21 2l 21 18 18 16 15 15 81 18 81 1e 25 18 28 1e a 18 D 2a 22 e0 00 DD 1e 18 Q 18 16 18 15 18 111 1 t I I I wbti tae Qaro ¢ n$a 04045 �iY! r, , f • Mb,wi Cgg1ro1 it N0.56T03 • A. LYPki WItaR, P.E. FL P.E.# 58705 46 °/3.26'' TUBE BAY MGLLUON AND CLIP 9.468° EXTERIOR .126• MULLION 8033-73 ALUM. X- 020110N ,228, { ' 1 59' CLIP ANGLE 8088 -TO ALUM. TOP VIEW CLIP ANGLE 808®3 -T6 ALUM. 24320711091 .128' ALLOWABLE SCREW PATTERNS INTO WOOD/STEEIJAL !WE PER AIM TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) ALL MULLION CUPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 5) FOR FENESTRATION PRODUCTS WHERE ALL DESCRIPTIONS SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 13B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 13A). TABLE 13A TABLE 1313 UP AL MW. Red ali ularLoading I D222n Press ObYfl°) AL BAY MILL Opening (WrtIaal orHorizontal) 501n ... 601n 70 In "- 601n BD In 1001n 1101n 1801n An4hmend S 13 5 l Felype, Bee TOG B A B C A B 0A B B C A BC A A B C A B C A B O A BC 8ofAn411as 6ofAnolpe 2 2 8. 2 2 6 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 b 1 li 4213 119 87 118 109 61 109 83 89 88 89 81 89 78 54 78 71 49 71 85 44 55 45 30 43 48In 128 85 125 108 71 117 02 81 105 81 53 00 72 47 80 65 42 82 89 39 74 40 ' 27 51 62885 In 123 81 125 102 67 120 68 88 111 77 80 103 88 48 94 81 40 65 88 37 78 311 38 84 54In 118 76 181 63 88 120 02 34 118 72 47 107 84 42 00 67 38 91 52 34 83 98 24 87 6061 109 ea 135 86 57 128 74 48 123 85 42 118 67 38 103 82 34 95 47 31 88 S2 21 68 03 0 00 68 188 82 544 190 73 48 123 82 40 112 a 38 28 49 32 W 45 a 78 31 20 03 6813 94 e3 198 78 81 134 67 44 128 65 30 103 52 94 90 47 81 se 48 25 72 29 19 46 72In 66 51 140 72 47 114 82 40 88 64 08 83 48 31 70 43 23 85 35 29 28 27 18 39 78In 82 84 120 08 45 98 58 68 62 51 34 71 48 80 62 41 21 65 37 24 00 25 17 84 78 In 80 88 111 ea 44 81 67 87 76 W 29 86 44 20 68 40 28 81 V 24 48 28 15 31 VIn 16 45 74 87 88 80 49 32 81 43 28 44 30 28 38 34 23 34 30 21 30 28 86 96 U 0613 81 42 61 80 30 BO 42 $0 42 95 27 96 32 24 u 26 21 28 25 19 28 23 29 10813 108 In 43 38 43 35 91 33 V 27 30 25 24 28 23 21 23 30 10 2D 18 17 18 10 16 111 In 111 In 40 87 44 33 81 53 28 28 20 24 23 24 21 20 21 18 18 19 17 17 17 17 17 120 13 144In 120 61 82 32 53 58 26 26 22 22 22 19 18 18 17 17 17 18 18 15 17 17 TABLE 1313 UP AL MW. Tria 58%st +apeooktal Loadin I 1)0223 Proem. (MVP) Opening MAIM orHaeontat) • BO In 8013 70 In 801n 051n 10661 11081 UM In Anett an; BldrabalelyMA Bee TOMB A B C A B 0 A B C A B C A B S A B C A B C A B C 8ofAn411as 2 2 e 2 2 6 2 2 8 2 2 6 2 2 8 2 2 6 2 2 6 2 2 8 Q 1 42 61 170 188 170 170 128 170 176 119 170 170 118 170 170 118 170 170 116 170 170 118 170 170 116 170 46 81 1 7 0 1 1 5 1 70 1 5 7 1 0 3 1 7 5 1 4 5 98 1 7 0 1 3 9 01 1 70 1 58 39 1 70 1 35 88 , 7 0 1 3 3 6 9 170 135 80 175 60.825In 163 107 170 145 85 170 164 88 170 127 89 170 128 81 170 121 60 170 121 80 170 121 80 170 84 8% 160 86 170 133 87 170 122 80 170 114 75 170 110 72 170 107 70 170 103 70 170 100 70 170 60 In 131 88 170 116 7e 17e 404 89 170 e7 64 170 92 80 170 89 65 184 67 87 1St 68 87 157 VIn 123 81 170 138 71 170 97 84 170 00 5s 188 BS 58 189 82 64 144 Bo 62 166 78 51 138 6513 116 78 970 101 67 176 91 60 184 84 85 148 79 82 157 78 50 108 is 4e 129 71 47 118 72 In 104 88 170 01 W 145 81 89 127 78 49 118 70 48 108 98 49 99 83 42 84 60 38 56 78 U 08 84 144 85 68 122 78 80 107 69 46 69 64 42 M 81 40 82 N 38 78 M 71 78 N 65 81 109 82 84 119 73 48 99 57 44 88 82 41 61 89 38 78 68 37 71 61 84 64 �U 80 83 ee 80 46 72 61 40 81 65 85 65 61 84 51 47 31 47 44 80 44 9e 28 86 96 U 70 49 10 89 42 6 o1 87 51 48 34 4e 41 31 41 88 29 88 36 27 38 as 23 29 10813 49 43 49 41 97 41 88 32 28 82 29 29 29 28 20 28 25 28 24 23 24 10 10 16 111 In 48 44 45 38 95 38 96 34 39 20 28 29 25 28 28 24 24 24 22 22 22 17 17 17 120 13 144In 38 20 58 20 36 29 30 17 90 11 20 17 28 18 26 18 28 18 29 28 29 21 21 21 15 18 10 17 ' 17 17 I b Weikel NOAq .444:- 'itL! bJJgw} 1 441 .41 !r 18R EE(AMPLt 1: SINGLE VERTICAL MULLION 4 . WO ANCHORS IN HEAD MULLION LENGTH EZI �SEE W�-SEE FENESTRATION PRODUCTS NOA--,........ DETAILS, SHEETS 24 4 4 1 NO ANCHORS IN GU. -U--MULL WIT THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0/-88.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EX AMPLE, ANCHOR/SUBSTRATE TYPE "C" WILL BE USED FOR BOTH ENDS OF THE VERTICAL. MULLION. 2) THE MULLION LENGTH IS 80" AND THE OPENING 18 32 "+32 "84'. BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01.88.0 PSF WHEN USING THE "C" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.78" X .378" MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1 "X 2.78" X .8130" MULLION (LENGTH - 80", OPENING n S4") HAS A DESIGN PRESSURE OF -4-911.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 1" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED BUCK WIDTH IS 3r+14.32".85°. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLOH EXAMPLE 2; MULTIPLE MULLIONS MULL WDTH-+'r- VERTICAL L� MULLION a OPENING FOR NORM MULLION SEE FENESTRATION PRODUCTS NOA —. 4414441 DETAILS. ` \ \\ SHEETS M� R -SEE SHEETS —r SSE DETAIL 5, SHEETS SEE DETAILS, SHEETS _ 24 r- -, -__LJ `Y'pAIA UL HOER UL LENGTH HOER. L LENGTH ML OPENING FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE MU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0%SS.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE 'A WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING IN MU AND TYPE 'C" (INTERSECTION U-CUP) WILL BE USED FOR THE END ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL MULLION. FOR BOTH ENDS OF THE VERTICAL MULLION ATTACHING TO CONCRETE, TYPE 'A" WILL BE USED. 2) CHOOSE THE LONGER MULLION FIRST. FOR THE VERTICAL MULL, THE MULLION LENGTH IS 32' +72'°104° AND THE OPENING IS 38438 -72". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON AU .4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/ 'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.68.0 PSF WHEN USING THE A" COLUMN AS DETERMINED IN THE PREVIOUS STEP. F THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 2" X 8° TUBE MULLION ON SHEET 14. TABLE 10B, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +1-88.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 38"+2" +30"74'. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 38' AND THE OPENING IS 32" +72" -104 ". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALI, 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/48.0 PSF WHEN USING THE "A° COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. THE 1" X 2.78 X . 376° TUBE MULLION ON TABLE 3B, SHEET 7 MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/-170.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 1" 'TO THE HEIGHT OF THE MULLED UNIT, THE ADJUSTED BUCK HEIGHT IS 32" +14+72" -108 ". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED,HEIGHT. NOTE THAT THIS IS A DIFFERENT MUWON THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD BE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4) FOR THE INTERSECTION CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CUP DETAIL FOR THIS MUWON IN SHEET 7. ANCHORS SHOULD BE 012 SHEET METAL SCREWS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMIPriIM, SEE TABLE B, SHEET 3. 8) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS +/ -89.0 PSF FROM THE VERTICAL MULLION; 4170.0 PSF FROM THE 38 HORIZONTAL MULLION ATTACHING TO CMU; +/- 170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -88.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 8) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. fttt 13U�II.DING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 7 : (305) 756.8972 ER: (305) 762.4949 FBC 20 Permit No. NI ~5 12 —19 Master Permit No. 2L — ti FJ Permit Type: MECHANICAL JOB ADDRESS: :WI NE 1_02 &h City: Miami Shores County: Miami Dade Zip: I t b Folio/Parcel#: Is the Building Historically Designated: Yes NO V Flood Zone: OWNER: Name (Fee Simple Titlehold�e�r{)::��LAIG-1� . 1 YY.j Phone#:1 l:Q .4'f.�.�I12 -0 Address: .&461 !\I E 102_1,01 5 o ce 1 City:1j1&VYI 1 cS I�1©I�,�S State: FL. Zip: 313 Phone#: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: rl LiU'V1911 A1( 4 %l 14 iVt b f Phone#:1 DLP .b I Z . l)Sri Address: S .2-1 NW I t2-44i rr Ai _, �J 2 City: 14i a Vail �1& VCkk1S State: V1. Zip: 3801 Qualifier Name: JW1,e :1 V i MC Vitt Phone#:1 al) • CJ' 12, • DM g State Certification or Registration #: e,A L I O I#2 Z. d E y , Certificate of Competency #: Contact Phone#: —1 g LP ..611. DE A 8 Email Address: {� I itl. -vvip 1 ,vii ,I 1 kkoo . 00v31 DESIGNER: Architect/Engineer: Phone-ft: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Address °Alteration °New Repair/Repiace °Demolition Description of Work: AA C' 1/in �4 (MA AAA) (AI-kWh-4 * * * * * * * ** : _,.::.: * * * * * * * * ***** *** ** ****** Fees** *******x *** * * *** ********* * *** ****s+r****aye Submittal Fee $ Permit Fee $ 1 S ©0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ PERMIT # CPC, CONTRACTOR: SUBMITTAL DATE: ADDRESS: NAME: RESUBMITAL DATES: O11 3 Ca PROJECT TYPE: (04424606: -fr° 7 ejz ZONING FIRE STRUCIIIRAt. IMPACT FEES ELECTRICAL .047 / z- HRSIDERM PLUMBING NOC MECHANICAL 0k/A 0/ BLDG Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTTF,RS, 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 val exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien r. chure will be del' red to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c ' ement must a posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. - abs' ='of such posted notice, the inspection will not be approved and a reinspection fee will be charged. If Signature 'Al n ' Contractor I Signature Owner o Agent The foregoing instrument was acknowledged before me this 10 day o , 20 12,, by l it- k- --AI who is rsonally kno o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: The foregoing instrument acknowledged before me this C, day of 20 6 E, by Mt! lid MI VIM , who is�personally know—Di o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY * * * * * * * * * * ** Print: My Commission Expir * * * * * * * * * * * * * * * * * * * * * *** *-,. *::* "%Plans Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06/10/2009)(Revised 3/15/09) Zoning Clerk a • f BUILDIN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: 39 at I\I L IOW S I r td- City: Miami Shores County: Folio/Parcel#: Is the Building Historically Designated: Yes SEP 12 Z012 BY: FBC 20 Permit No. a-5-12,-1611 Master Permit No. IZ• r I b Miami Dade m 13 g NO Flood Zone: Phone#: 1 i • IVO I1 L b Zip: 313g Phone#: OWNER: Name (Fee Simple Titleholder)): Oka._ l Y\) Address: ?)I i i� F 1O9 Q c ita city: �t jL VVI SII1D Y .S State: FL. Tenant/Lessee Name: Email: CONTRACTOR: Company Name: t , i� i G Phone#: 7e6- 3 yG 0 rte Er, 1 ' Address: �1 �-y , - a VO ri.t City: 0 owl.) State: Qualifier Name: e ti- I Ca R/e/30 ! /otp.S 9 State Certification or Registration #: /5-9 7 Certifica of Competency #: (7 4/ /2 ® O&-7 Contact Phone#: C c� 3 �% 7(T 97 Email Address:.".__ y £ �G C Zip: 33177 Phone#: 7g-6 3 4/4 7j l7 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 2r Type of Work: Address []Alteration Description of Work: V..) 0 Vi e Phone#: Square/Linear Footage of Work: ONew ORepair/Replace CIDemolition cs41A6U WI� -m 01114470111447.1,4 � pe-- Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Fees V CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ' b'z) Bolding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or A'' =ent The foregoing instrument was acknowledged before me this t L il day of who i 20 .L, by I.MLvt- 1 vN me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing ins' 'sent was acknowledged before this //g/1/ day of -s�� -sea , who is personally known to me or who has produced My Commission Expires: ��. C: as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission . DAVID ENCARNACION •*? MY COMMISSION # EE141405 EXPIRES February 11, 2016 , 407) 398-0153 fbridelda - corn ***,k****+h***** *** **** **, R+ R**9 **** *e k+ b******, k+ k** *dt*** ***+k***#+k************ Rik+ R**, k**& **+ b, k*****N*********$******** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10/07)(Revised 06/10/2009)(Revised 3/15109) ..41C- p'� DATE (MM/DDIYY) CERTIFICATE OF LIABILITY INSURANCE ' 09/04/12 PRODUCER Blanco Insurance Associated Inc. 1460 E. 4th Ave. Hialeah, FL 33010 Phone (305) 888 -0524 INSURED Julio Electric Corp. 1290 ne 206 St North Miami, FL 33179- (7863467597 COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICA`, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN RE DUCED BY PAID CLAIMS. INSR. ADD'L TYPE OF INSURANCE POLICY NUMBER }PATE ( EFFECTIVE ATE EXPIRATION LIMITS LTR j INSRD )>' f 11 YYY) GENERAL LIABILITY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY DAMAGE'$ RENTED . PREMISE prccurrence)_ MED EXP,(A$y one person) A PERSONS ADV INJURY GENERAII.AC REGATE PRODUCTS:- COMP /OP AGG Fax (305) 883 -6218 THIS CERTIFICATE IS ISSUED AS A ALTER OF INFORMATION ONLY AND CONFERS NO RIGHTS OP ON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES-NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORD THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURER A: SUMMIT INSURER B: INSURER C: INSURER D: INSURER E: CLAIMS MADE` _ OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY :PROJECT LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS / UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY A ANY PROPRIETOR J PARTNER t EXECUTIVE Y/ OFFICER / MEMBER EXCLUDED? (Mandatory in NH If yes, describe under SPECIAL PROVISIONS below OTHER 0521 0175850000 09/09/2012 COMBINED SINGLE LIMIT (Ea accidetttj BODILY IN,iJRY (Per persokt)• BODILY INJURY (Per acciit) PROPERTY DAMAGE (Per acci4et) AUTO ONLY -,EA ACCIDENT • OTHER TR N~ EA ACC AUTO ON{ . AGG EACH OCCURRENCE AGGREGATE 09/09/2013 ! ' TS?R S _ETH-, E.L. EACH'ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2DA. AVE MIAMI SHORE. FL. 33138 ACORD 25 (2009/01) QF CANCELLATION 500,000 500,000 500,000 SHOULD ANY OF THE ABOVE DESCRIBED POUprIEB BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. T4!_ ;NG iiiSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEF = TO DO$0 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIN • IJ • ` . :OR REP - ESENTATIVES. AUTHORIZED REPRESENTATIVE MARIA ALMOLDA 09 A TION. All rights reserved. ORD name and Logo are registered marks of ACORD ACS CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 08/03/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR Al :T.ER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder ih an ADDITIONAL INSURED, the policy(tes} must be endorsed. If SUBROGATION IS WANED; subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER J & J Insurance Associates 7037 -B Taft St. Hollywood, FL 33024 Phone (954) 893 -5558 Fax (954) 893 -1174 INSURED ■ JULIO ELECTRIC GROUP 3861 S.W. 31 COURT ii DESCRIPTION OF OPERATIONS /LOCATIONS /- VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CONTACT JOSEPH BRACCIO NAME: PHONE (NC. No. Ext): (954) 893 -5558 ADDRESS: iLinsl @bellsouth.net INSURER(S) AFFORDING COVERAGE INSURER A : FEDERATED NATIONAL INSURANCE COMPANY INSURER B : INSURER C: INSURER D : (954)893 -1174 NAIC # HOLLYWOOD, FL. 33023 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISIOII RIMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE MR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 7R f TYPE OF INSURANCE - A ADD ' '` UBR P POLICY NUMBER ( POLICY EFF P POLICY EXP LIMITS $ 500,000.00 J GENERAL LIABILITY E GL- 12607 -00 M DAMAGE.T WED 1 100 � 00 ❑ CLAIMS-MADE OCCUR P _, $ $ 5,000.00 ELECTRICAL WORK CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2DA. AVE MIAMI SHORE. FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED Pfi1gES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED R fFPREEENTATIVE ACORD 26 (2010106) QF O 988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD x x x x x x x x x x x x x MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flag }er - Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have 4 nice day. 9/11/2012 1300/228/001SAKENI 0004 -0001 Last Seq. #:0002 WI ?i_BT #00 564842 -4 Local Business Tax $75.00 x x x x x MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. -:1st -Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 LOCAL BUSINESS TAX Local Business Tax #:00564842 -4 State /CC #:04E000827 Issued to: JULIO ELECTRIC CORP Type of Business: ELECTRICAL CONTRACTOR THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL OE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS_R €CEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector 9/11/2012 1300 /228 /001SAKENI 0004 -0002 Last Seq. #:0002 WI LBT #:30 564842 -4 Local Business Tax $200.00 CK CHANGE $275.00 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 MUNICIPAL CONTRACTOR TAX Local Business.Tax #:30564842 -4 State /CC #:04E000827 Issued to: JULIO ELECTRIC CORP Type of Business: ELECTRICAL CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector