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RC-12-1984NOTICE OF COMMENCEMENT CFN 2013R>I 271549 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR 8I; 28571 Ps 0467; 4 P9) RECORDED 04/09/2013 11 =49°32 HARVEY RUVI11r CLERK OF COURT PERMIT NO. 12-984 TAX FOLIO NO. 11-3205.023-0020 LAST PAGE COUi�TY� FLORIDA LAST FAGI: 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. 1. Legal description of property and street / address: Lot block 1 Mlaml Stores Bay Park Estates Plat Book 55 pg 83 .1350 N.E. 101 Street Miami Stores, Florida 33138 2. Description of improvement: Addition 3. Owner(s) name and address: Dirk Peterson & SbnbeM Paterson 1350 N.E. 101 Street Miami Shores, Florida 33138 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: Capital General Contractors & Developers, Inc. 480 W. 84th Street Suite B -108 Hialeah, Florida 33014 305. 827 -8211 5. Surety: (Payment bond required by owner from cot bg MIDA, COUNTY OF DAVE ® cW0 Name and Address: Amount of bond $ 6. Lender's name and address: ° °f u 7. Persons within the state of Florida designated by provided by Section 713.13(1)(a)7., Florida Statu Name and Address: as 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 and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owner's Name(ot r�tl�� #��5 Prepared by, o10,►-C. Sworn to and subscribed before me this ft day of April _,20 13 Address: 480 W 84th street Sutte 8-108 Hialeah, Florida 33014 Notary Public. Print Notary's Name: ►weft°° M. u My commission expires: 01/18!2017 + MORE Rs6Afa - 1st I. 7 - �UA �Bi7II.DING� Nfiami Shores Village Building Department 10050 N.9.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: (BUILDING JOB ADDRESS: 1350 N.E. 101 STREET i Y OCT 1 2012 IGMC Permit No. 1 C L-- I j9A U__1 Master Permit No ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11- 3205 -023 -0020 Is the Building Historically Designated: Yes NO '� Flood Zone: q E ieg OWNER: Name (Fee Simple Titleholder): DIRK PETERSON & ELIZABETH PETERSON phone#: DS .'_6 cJ�� 71n 05 Address: 1350 N.E. 101 STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CAPITAL GENERAL CONTRACTORS 8� DEVELOPERS, INC. phone# 305- 827 -6211 Address: 480 W. 84th STREET, SUITE B -106 City: HIALEAH State: FLORIDA Zip: 33014 Qualifier Name: CARLOS A. BELLO Phone#: 305 - 827 -6211 State Certification or Registration #: CGC1504082 Certificate of Competency #: Contact Phone#: 305 - 827 -6211 Email Address: CGC @CAPITALGENERALCONTRACTORS.COM DESIGNER: Architect/Engineer: A $ I ASSOCIATES Phone#.. 305 - 310 -5030 Value of Work for this Permit: $ /2.-3/ "2- (/'9 SquarelLinear Footage of Work: % Type of Work: eAAddition OAlteration ONew . ORepair/Replace ODemolition Description of Work. .•'��6rd�f��7- EG�'s7�2'7��C�. �/ /'C Color thru tile: Submittal Fee $ Permit Fee $ , f �r1j 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) NIA Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE - TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEIVIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 8th The foregoing instrument was acknowledged before me this 8th day of October , 20 _, by Elizabeth Peterson day of October 20 _, by Carlos A. Bello , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 1. I �J i as identification and who did take an oath. NOTARY PUBLIC: Sign: Notary Public - State of Florida pmt. O a L. v Comm. ores eo 2013 My Commission Expires: y/ Zu Commission # DD 894805 r My Commission Bonded Through National Notary Assn. APPROVED BY Plans Examiner 1� Structural Review (Revised 3 112r2012)(Revised 07110W)(Revised 06110/2009)(Revised 3/15/09) m. Expires Sep 23, 2013 fission # DD 894805 Bonded Through National Notary Assn. Zoning Clerk liami Skoraj Uh 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DAVID A. DACQUISTO, AICP PLANNING 6 ZONING DIRECTOR DEVELOPMOT ORDER File Number: PZ -3 -12 -20129 Property Address: 1350 NE 101 Street Property Owner /Applicant: Dirk & Lisa Peterson Address: 1350 NE 101 St., Miami Shores, FL. 33138 Agent: Victor J. Bruce Address: 370 NE 101 St., Miami, FL 33138 Whereas, the applicant Dirk & Lisa Peterson (Owners), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special site plan review and approval. Addition. Whereas, a public hearing was held on April 26, 2012 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 granted for a 410 square foot bedroom, bathroom and entry way addition. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to obtain Department of Health or PERA approval as required. Pagel of 2 DO PZ -3 -12 -20129 Peterson 5) Construction shall be in full compliance with FEMA regulations, Chapter 8.5 Flood Damage Prevention of the Miami Shores Code of Ordinances and the Florida Building Code, whichever is stricter. 6) 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. The application with conditions was passed and adopted this 26th day of April, 2012 by the Planning and Zoning Board as follows: Mr. Abramitis YES Mr. Busta YES Mr. Reese YES Mr. Madsen YES Chairman Fernandez YEs Date Page 2 of 2 DO PZ -3 -12 -20129 Peterson CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 121/1013 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 RUING WWRER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER AWL IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(res) must be endorsed. N SUBROGATION IS WAIVED, subject to the terms and coedMons of the poft, certain polhdes may require an endorsement. Astatement on this certificate does not confer rights to the M111101te holder In nerr or such emfonmunt(s). PRODUCER EMMANUEL INSURANCE & ASSOC INC 2370 E 81hAve Hialeah, FL 33013 Nom: Sarai Medina Wt. (305)693-0003 (Arc. N y(305)691 -4381 Ao�ESS: saral mmanu InWMnce.com INSURER(s) AFFORDING COVERAGE NAIL# INSURER A: BridgefieldEmpl erslnsuranc 10701 INSURED CAPITAL GENERAL CONTRACTORS 480 WeSt84th. SL, SulteB -106 Hialeah, FL 33014 -3608 INSURER B: Unitedspoeltyinsurance Corn /19/2014 7 INSURER C: PREMISES (Ea ) $ 50,000.00 INSURER D: $ 5,00(1.00 PERSONAL &ADV INJURY INSURER E: INSURER F: $S,MORM.00 GEML AGWtEGATE LIMIT APPLIES PER. POLICY Fx-1 Par LOC COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. am TYPE OF INSURANCE AWL SURR POLICY NUMBER MiamiShores, Florida 33138 LIMITS rB GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY aAIMSMADE M OCCUR Y Y PCO005647 -00 /1912D13 /19/2014 EACH OCCURRENCE $5,000,000.00 PREMISES (Ea ) $ 50,000.00 MED EXP WW ompemm) $ 5,00(1.00 PERSONAL &ADV INJURY $5,000,000. GENERAL AGW ELATE $S,MORM.00 GEML AGWtEGATE LIMIT APPLIES PER. POLICY Fx-1 Par LOC PRODUCTS - compiop AGG $5,000,000.00 $ AUTOMOBILE LIABILITY ANYAU O ALLOVIINEI) SCHEDULED AUTOS AUTOS NON-OW4ED HIRED AUTOS AUTOS acddarn $ BODILY INJURY (Per pemtn) $ BODILY INJURY (Per ecddeffi) $ DAMAGE (Per $ UMBRELLA UAB EXCESS LIAR 00= EACH OCCURRENCE $ HCLAIMS-MADE- AGGREGATE $ DED I I RETENTION $ $ A WOP&W OOMW"TION AND EMPLOYERS' LIABILITY YIN �, a nm ® Gary tnN H) u yee,descMeunder DESCRIPTION OF OPERATIONS beer NIA 830 -50091 /192013 1192014 U ER EL EACH ACCIDENT $1,0N,000.00 E.L. SSE- EAEMPLOYEE $ , , E.L DISEASE- POLICY LIMIT DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (AfffidtACORD 101,Additlot W RemaftSdwdule,if nwrespacets required) RemodefingConhclor r=mFIrATF I-Inl nFR CANCELLATION Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N.E. 2nd Avenue ACCORDANCE VNTH THE POLICY PROVISIONS. MiamiShores, Florida 33138 AUTHORIZED RE @ 1988 -2010 ACORD CORPORATION. All rights reserved. ACORD25 (2010105) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. X COPY OF QUALIFIER'S STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. ®- I COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Capital General Contractors & Developers, Inc. BUSINESS ADDRESS: 480 W. 84th Street Suite B -106 CITY Hialeah STATE Florida �p CODE 33014 BUSINESS PHONE: 3( 05 ) 827-6211 CELL PHONE ) FAX NUMBER 3( 05 ) 827-6411 QUALIFIER'S NAME: Carlos A. Bello QUALIFIER'S LIC NUMBER: CGC1504082, CIVIC 1250161, CFC1428436 E -MAIL ADDRESS OF APPLICABLE): CGC @CAPITALGENERALCONTRACTORS.COM Created on MIN BY MWV I RV 312M MLDV AC #:.6.149375 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRO'CTION'INDUSTRY LICENSING._BOARD- Expiration date: AUG 31, 2014 BELLO' CARLOS ALBERTO CAPIY GENERAL-CONTRACTORS & DEVELOPERS INC - 480 WEST 84TH STREET SUITE #B -106 - HIALEAH FL 33014 RICA SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY IS D AC# 614 9 5 9 8 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING .BOARD SFfWT• -t -incn-i mcan .• - 061011!20121118196374 LICENSE NBR' ---- - - - - -- CMC1250161 The MECHANICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 SELLO, CARLOS ALBERTO: CAPITAL GENERAL CONTRACTORS & DEVELOPERS, INC. 480 WEST 84TH STREET SUITE #B -106 HIALEAH: FL 33014 RIdi SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW 4C# 6149291 STATE OF FLORIDA KEN LAWSON SECRETARY DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION-INDISTRY LICENSING BOARD ccnu. . • - LICENSE NBR -- • ----- _„_.,.. =2b121118196374-1CFC1428436 arara :rLUgatslivu I C:VlV1KA(:1VK Famed= °bBloW S CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 BELLO. CARLOS ALBERTO :CAPITAL GENERAL CONTRACTORS & DEVELOPERS, INC. 480 WEST 84TH STREET - SUITE #B -106 NZAL-00A FL 33014 RICK SCOTT 'GOVERNOR KEN LAWSON SECRETARY r"Ij' ♦� City of Hialeah - - 201:243 . Business Tax Receipt Mayor Carlos Hernandez U POSTAGE PAID MIAM R PERMIT NO. 231 469116 -9 449335 -9 CONTRACTORS & STAT &MR114082 DEVEV LOPPEERR4 INC B106 480 W 8 ST 33014 HIALEAH OMMITAL GENERAL CONTRS & DEVL IN WORKER /S " BUILDING CONTRACTOR iiApM CoUK f TAX X8/13/2012 09010021001 000045.00 _{ SEE OTHER SIDE DO NOT FORWARD CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC CARLOS BELLO PRES 480 W HIALEAH4FLT330146 It t�ittfEl tlifsttfristiselfr��rs #fsf�ISffffetltfl�fsttl�tl'� FMT4nJkSS U.S. POSTAGE PAM NOM FL PERMIT NO. 231 686057-2 THIS IS NOT A BILL - DO NOT PAY RENEWAL CONTRACTORS a STATEagnSo r 161 713524-7 DEVELOPERS INC 480 W 84 ST B106 33014 HIALEAH 'MITAL GENERAL CONTRACTORS SwlWgAVM 14ECHANICAL CONTRACTOR WORKE 2 R/S A LOCAL MAM S%yRgCEPr. IT DOW NOT PEMI THE KOLMM 70 VIOLATE ANY EKISI REMILATOW OR ZON" LAVIS OF Im 00 NOT FORWARD COUM,f OR cmm fm DOES IT MIEIM THE HOLOM FMM MY CDM pauff OR ucmm REQUIFIED BY LAW. TM M CAPITAL GENERAL CONTRACTORS I= &ZgOAA OF nm rA- DEVELOPERS INC D CARLOS A BELLO PRES 480 W 84 ST B106 MYpAEN1'REC W= TAX HIALEAH FL 33014 08/13/2012 09010022001 111111111131111161111111 gill 111111111111 is 111111 11 .... 11.4] 1 000045.00 t SEE OTHER SIDE TENS IS NOT A BILL - 00 NOT FAY RENEWAL 686058 -0 Bu AWW WAL CONTRACTORS & DEVELOPERS INC 480 W 84 ST 3�t330014 HIALEAH w " CAPI�TtAL GENERAL CONTRACTORS & Yb PLBIMG CONTRACTOR TFDS B OP6.r A LOCAL g TAX R 0088 HOT PEP691' THE -'EXIST OA om mm NOR FOW -CLASS us. POSTAGE g PAID MIAMI, R PERMIT NO. M I�c�T14�p, STATES '�FC28436 713525 -4 B106 WORKER /S 2 .�. c • .• a�i�F_ 111 o4 CAPITAL GENERAL CONTRACTORS & 80YRUMMS DEVELOPERS INC T CARLOS A BELLO PRES TroNs. 480 W 84 ST B106 PAYMWRECEMM HIALEAH FL 33014 WASH• M (•DWnV TAX 08/13/2012 09010020001 I it 11 1) 1 000045.00 l��ll�ull�ll ,t��»lielt�l„ll�till* 1111tW if fill z qu CERTIFICATE OF LIABILITY INSURANCE DATE 10/812012 MADIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. H SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorserneM. Astatement on this certlficats does not confer fights to the certificate holder In Hsu of such endorsement(s). PRODUCER EMMANUEL INSURANCE &ASSOC INC 2370 E 8thAve NAME: Sarai Medina PHUNt No Era: 305 )693 -0003 IW, Ne) :(305)691 -4381 ADDRESS. sarm mmanue insurance.com Hialeah, FL 33013 INSURER(S) AFFORDING covERAtae NAICA EACH OCCURRENCE INSURER A: Brid efreldEmployerslnsuranc 10701 INSURED CAPITAL GENERAL CONTRACTORS INSURER B: Unedspeciaky insurance Com $ 5,000 INSURER C: $ 5,000,000 480 West84th. St., Su1teB -10 INSURER D: $ 5,000,000 Hialeah, FL 330143608 INSURER E: $ 5,000,000 INSURER F: $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE SHOULD MY OF THE ABOVE DESCRIBED POLICIES BEFORE POLICY NUMBER (M MIDDrYYYY) I(MM&K LIMITS B GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE r - ) OCCUR X SIG0001554 -00 /19/2012 I119J2013 EACH OCCURRENCE $ 5,000,000 PREMISES (Ea om nrerxe) $ 50,000 MED EXP (Anyonepmaon) $ 5,000 PERSONAL &ADV INJURY $ 5,000,000 GENERAL AGGREGATE $ 5,000,000 GEML AGGREGATE LIMIT APPLIES PER: X POLICY IRO LAC PRODUCTS - cOMP/OP Am $ 5,000,000 $ AUTOMOBILE LIABILITY ANYAUTO SOS AAUTOS LED HIRED AUTOS AUTO OS oil a acddent $ BODILY INJURY (Per person) $ BODILY INJURY (Per a dderM $ (Per aaidTMertt) $ UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ A WORD COMPENSATION AND EMPLOYERS' LIABILITY YIN air �,R OFFT R EXQIJ� N❑ (NMralatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 830 -50091 /19/2012 /1912013 R LIMITS F12 EL EACH ACCIDENT $ , , E.L. DISEASE - EAEMPLOYEE $• , , E.L. DISEASE -POLICY LIMIT $1,000,000.00 DESCRIPTION OF opm -TTm /LOCATIONS /VEHICLES onschACORD 101, AdeMorral RwwMSdodule,H morespece Is requhM RemodeingContractor CERTIFICATE HOLDER CANCELLATION Miami shores Village Building Departrnent SHOULD MY OF THE ABOVE DESCRIBED POLICIES BEFORE THE EXPIRATION DATE THEREOF, N0710E WILL BE BED DELIVERED 10050 N.E. 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, Florida 33138 AUTHORIZED REP ATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD25 (2010105) The ACORD name and logo are registered marks of ACORD Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: t Z, ° 11,5q DATE: __ d ,kContractor • Owner • Architect Picked Addres. 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: I I PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: )2— ) g l DATE: 12• 1, Icj I ► 2r I, � ELl55,�b M t��i7► t✓ �� (contractor • Owner • Architect Picked up 2 sets of plans and (other) 50b63-k-M At— I M!120O V W f 4 ez-r Address:1356 W 101 Er PI- 3;3 139- 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: L PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12 -1984 Job Name: October 30, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Page 1 of 1 1) Provide approval from Miami Dade County HRS /DOH. 2) This structure is located in a high hazard flood zone. The substantial improvement verification worksheet does not include all construction and material. Material purchased by the owner must be included. The price shown for the fixtures in the owner purchasing is very low, more than 100 fixtures for less than $4,000.00. Provide all invoices for electrical and plumbing fixtures. 3) The finished floor of the addition must be no lower than the existing floor or base flood elevation. 4) Provide a survey and an elevation certificate for the structure. 5p' Provide all permit applications prior to any further review. 6) Provide a shoring plan for the existing structure during demolition and construction from a licensed architect or engineer. 7) Identify the existing bearing walls. 8) The plans show new exterior walls of wood. Miami shores ordinance requires all exterior walls be of masonry or concrete. 9) The design wind load criterion is incorrect. The structure is located in exposure D. Revise all calculations and change plans to show corrected details and design wind loads. 10) Provide the method of design for the exterior masonry walls. 11) Masonry walls require horizontal joint reinforcement. 12) Provide corner bars for all beams per FBC Res 44 13) Provide a special inspector form for the masonry and pilings. 14) Provide truss plans from a specialty engineer reviewed and signed approved by the designer of record. 15) Provide a detail for the fascia or sub fascia showing a minimum of 2 "x4" for the diaphragm boundary. 16) The roof sheathing detail is in several locations and conflict with each other. Provide one detail or have detail match. 17) The design wind loads are incorrect. The structure is located in exposure D. 18) The architectural plans refer to the structural plans for buck attachment. Neither have the detail of how to connect the buck to the structure. 19) Provide all product approvals for altered or new openings that have been reviewed and signed approved by the designer of record. 20) Provide a high velocity roofing application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e C 12 —19 Job Name Date STRUCTURAL CRITIQUE SHEET ni c. yS -cp w --r e` 3 y e P d 2-( rL��C Seo�. (� t CO oa �i: CTt'V00 'rHC- 2 —Pl- ZPER- w r' T jr cS t,,v6 P c&ri rtu s 6S V6; L, (` I:' .�la l a t ��j L �f o-� 6 �' e.t c� 1 ca ►�1 t /5, el kgc ev E.LA-a, q -,g s, . 2%,v , P�'c r'S s�N a �� P,' /.� 6y .9-1 AAt L-z VA T Go Lr 1.-b r✓ n-T u N V" S -r#w D 3 JWAA -g 11A l}- d &,j Q-C-f &f- O P teK S/'V6 &f- 4i2 64 Co h Piz-It > V S E V+ r( +W c�-( lMfi &V ,V : COD Al sUm DeAr*r'1, ®nl ewECwj VJ cr A "14y "-D '8 1f--J L4 J 9A-1, PC S (C fJ jf jk� a -U -to -,1 *JA Lys 'CGD XD,9r cI' W T of AIeT &(: Aft✓' AX"Iv�& A/- A Ohg 4'ixte6 z 7o `Aeo cw) C,A -►,—p • ,. d m�i�fz Miami Shores Village Building Department - 10050 N E 2nd Avenu Miarru Shores. Honda 3313 Tel: (305) 795 220 Fax: (305) 756 897 Permit No-(2 I Job Name PLUMBING CRITIQUE SHEEJ t •*1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 192589 Permit Number: RC -10 -12 -1984 Scheduled Inspection Date: June 03, 2013 Inspector: Bruhn, Norman Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition /Alteration Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Mali ili illil( =] Phone Number Parcel Number 1132050230020 Phone: (305)827 -6211 ADDITION OF A BEDROOM, BATHROOM AND INTERIOR REMODEL OF EXISTING HOME INSPECTOR COMMENTS f=alse Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 192088. CREATED AS REINSPECTION FOR INSP- 180405. This inspection is for the grade beams. Provide a pile log and letter of compliance from the special inspector. Grade beams are not formed per the approved plans. Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 31, 2013 For Inspections please call: (305)762 -4949 Page 27 of 27 r •• AN NV5 COMPANY Geotechnkmi Engineering I Foundation Engineering I Construction Materials Testtg I Soil Borings I Monitoring Wells May 16, 2013 Dirk & Lisa Peterson 1350 NE 101 Street Miami Shores, Florida 33138 Re: Report of Production Auger Cast Pile Installation Proposed Residential Modifications & Additions 1350 NE 101 Street Miami Shores, Florida 33138 KACO Project No. 12109 Dear Mr. and Mrs. Peterson: Kaderabek Company (KACO) submits this Report in fulfillment of the scope of services described in our Proposal No. 12477 dated December 13, 2012. The work was authorized by acceptance of our Professional Services Agreement. This Report represents the work effort associated with monitoring the installation of the production auger cast piles. PROJECT INFORMATION Kaderabek Company (KACO) submitted a Report of Subsurface Exploration & Geotechnical Engineering dated February 29, 2012, and a Letter of Additional Foundation Recommendations dated March 20, 2012 for this project. In summary, the Letter of Additional Recommendations submitted on March 20, 2012 provided that proposed construction can be supported on auger cast piles. The letter recommends that KACO should observe the installation of the production auger cast piles. The following auger cast pile capacities were recommended by the Report of Subsurface Exploration & Geotechnical Engineering dated September 28, 2011: Pile Diameter 14 -Inch 28 Day Grout Compressive Strength (psi): 5,000 Working Compression Capacity, (tons): 35 Working Tension Capacity, (tons): 15 Working Lateral Capacity, (tons): 3 Minimum Pile Tip Elevation (feet -NGVD) -15 The 14 -inch diameter piles were incorporated into the project. 9565 NW 40th Street Rd. I Doral, Florida 33178 1 Phone: 305.666.3563 1 Fax: 305.666.3069 wwwJmdembek.com I www.NV5.com I CA #29994 Dirk & Lisa Peterson KACO Project No. 12109 PURPOSE May 16, 2013 Page 2 The purpose of our work on this phase of the project was to observe that the installation of the production auger cast piles were installed as recommended in our Engineering Report. PRODUCTION PILE INSTALLATION Engineering technician personnel from our office observed the installation of the Pressure Grouted Auger Cast Piles completed on May 9, 2013. The General Contractor was Capital General Contractors & Developers, Inc. and the Pile Contractor installing the piles was Florida Foundation, Corp. A Record of Pressure Grouted Auger cast Pile Installation was prepared for each auger cast pile installed and is appended to this Report. The pile numbering scheme used for this project is shown in the appended Drawings No. 1. Plastic grout used in auger cast pile construction was sampled and will be tested for compressive strength; test results will be distributed once compressive strength results become available. The project structural engineer should review the results for their compliance to project specifications. An auger flight with nominal diameter of 14- inches was used to auger to the -specified elevation. Once the auger flight reached the specified elevation, fluid sand - cement grout was pumped through the center of the hollow stem auger. The slow removal of the auger flight from the ground was initiated while continuously pumping cement grout through the hollow stem auger. The rate of auger flight removal from the ground was slow enough so that the auger flight Up was embedded into the fluid grout column. The depth of grout return at the ground surface was noted and indicates the approximate grout head or the depth of auger flight tip embedment into the grout column during pile construction. Each pressure grouted auger cast pile was grouted in this manner to the ground surface. Following the removal of the auger flights from the pile grout column, vertical reinforcing steel was installed as required by the project drawings. RECOMMENDATIONS We recommend the auger cast piles installed on this phase of the project be put into service for the working pile capacities shown below based on the production pile Meld monitoring observations, our experience with foundation design in South Florida, and the Engineering Reports KACO provided for this project. Pile Diameter 28 Day Grout Compressive Strength (psi): Working Compression Capacity, (tons): Working Tension Capacity, (tons): Working Lateral Capacity, (tons): Minimum Pile Tip Elevation (feet -NGVD) 14 -Inch 5,000 35 12 3 -15 PC^ CIO AN NV5 COMPANY Ir Dirk &Lisa Peterson KACO Project No. 12109 May 16, 2013 Page 3 This Report has been prepared for the exclusive use of the current project owners and the project design consultants. The recommendations have been prepared in general accordance with local accepted soil and foundation engineering practices. No other warranty is expressed or implied. CLOSURE We appreciate the opportunity to provide continuing geotechnical consulting services on this project. If you have questions about information contained in this Report, please contact the undersigned. Sincerely, KADERABEK C ANY Richard Fe Sian, E.I.T. Project Engineer Attachments: Pile Numbering Plan Drawings (A -1) Record of 14 inch (PGAP) Installation (A -2 to A-6) Record of Concrete Placement (A -7 to A -15) Distribution: 4 Copies to Addressee via U.S. Mail Copy to Addressee via Email: Copy to KACO File File: FtD0C1KAC0 Reports112109- Peterson Residence- Auger Cast Pile - Installation - Report- 05- 16- 13.doc PC^ 431 AN NVS COMPANY RECORD OF PRESSURE GROUTED AUGER PILE INSTALLATION PROJECT: PETERSON RESIDENCY PROJECT NO: 12109 CUENT: DIRK & USA PETERSON CONTRACTORIPILE CONTRACTOR, CAPITAL GENERAL CONTRACTORS I FLORIDA FOUNDATION KACO REP: Lucas Dena PILE DIAMETER (inches): 14° COMPRESSION PILE REINFORCEMENT: 4 #8 Rebars I V from top of cage on sides,1 #7 Rebar I V from top of cage located in center, 10 #3 rings spaced V apart.1 #6 Reber, V long was overlapped and spliced with the #7 Reber, adding V to the cage with one loop at the end. REFERENCE DRAWING: PRO Layout Plan PIle Number Date Pile Description Ground Surface Elevation Feet, NGVD Poe Tip Elevation, Feet, NGVD Grout Return Depth, Feet Actual Versus Theorlcal Grout Factor Comments 1 519/13 Compression 5.0 -15 10 1.26 2 519/13 Compression 5.0 -15 10 1.24 3 6013 Compression 5.0 -15 10 1.24 4 519113 Compression 5.0 -15 11 1.21 5 5/9113 Com resslon 5.0 -15 10 1.24 6 5/9 /13 Corn cession 5.0 -15 11 1.24 7 519113 Com cession 5.0 -15 11 121 8 519/13 Compression 5.0 -15 10 1.24 9 5/9113 Com on 5.0 -15 10 129 F:M=I(ACO Date Test Rgxds%ll2109 Peterson Resldavq ACPI Production pilesids)Pelerson Residency PEAft CIO AN NV5 COMPANY 3 � RECORD OF CONCRETE PLACEMENT KADERABEK COMPANY 9565 NW 40 STREET ROAD, MIAMI, FL 33978 TELEPHONE NO.: 3051666 -3563 FAX NO.: 3051666 -3069 PROJECT NAME: PETERSON RESIDENCY PROJECT NO.: 12109 CLIENT: DIRK &LISA PETERSON DATE: May 9, 2013 CONTRACTOR: CAPITAL GENERAL CONTRACTORS KACO REP.: L. DEZA PILE CONTRACTOR: FLORIDA FOUNDATION ft ONCRETE SUPPLIER: SOUTH FLORIDA CONCRETE, INC. CONCRETE STRENGTH: 5,000 AT 28 DAYS SHEET: 1 OF 1 WIX NUMBER: 5000 GROUT MIX PLACEMENT LOCATION: AUGER CAST PILE Nos.: 1 THROUGH 9 TRUCK 1756 1755 - - - - - - - NUMBER TICKET 213017 213025 - - - - - - - NUMBER BATCH 12:09 PRA 2 :44 PM - - - - - - - TIME TIME 2:25 PM 3:54 Pm - - - - - - - DISCHARGE COMPLETED TICKET 50 - SLUMP (INCHES) FLOW - - - - - - - - - RESULTS (SECONDS) TIME 1 :32 Pm - - - - - - - - SAMPLED ALLOWABLE AMOUNT OF WATER PER SUPPUER WATER NO NO - - - - - - - ADDED? (GALLONS) NUMBER OF 6 - - - - - - - - CUBES CAST AIR 88 - - - - - - - - TEMPERATURE (OF) CONCRETE 88 - - - - - - - - TEMPERATURE . (°F REMARKS: FILEa F:kDOC\M= Data -Test Reports \12109 PETERSON RESIDENCY RECORD OF CONCRETE PLACEMENT 14 dia -prod. piles.doc DcAft Co AN NV5 COMPANY Legend ,JR., , - Pile Location NADERADEX COMPANY GWsegh CoamwMing ctm ftdan Maeciah Tes* SM . Weft Notes: 1. Test locations shown are approArnate. 2. Test location symbols are not to sole. 3. Pile Location Plan - Courtesy of Florida Foundation Pile Location Plan AE: Peterson Residence 12109 1 DATE :05/16113 DWta NO: 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- 193407 Permit Number: RC -10 -12 -1984 Scheduled Inspection Date: June 12, 2013 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Slab Owner: PETERSON, DIRK & ELIZABETH Work Classification: Addition /Alteration Job Address: 1350 NE 101 Street Miami Shores, FL Phone Number Parcel Number 1132050230020 Project: <NONE> Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Building Department Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR I Infractlo Passed Comments REMODEL OF EXISTING HOME INSPECTOR COMMENTS False June 11, 2013 For Inspections please call: (305)762 -4949 Page 35 of 38 Inspector Comments Passed cm� Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 11, 2013 For Inspections please call: (305)762 -4949 Page 35 of 38 ♦ . tWV4NTAGE A Pest Related Services Pre - Construction Termite Treatment 1- 800 - 698 -7998 License #4439 Property Information Builder / Contractor Information Treatment Date '6111143 Time: 11 a `T AaA/ Name of Builder Lot Block Shell Contractor Subdivision Name Construction Type Street Address (if known) Monolithic Floating / Stemwall 'W® ;q, s' Patio Entry Driveway City State Zip Owner Name (if known) Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Wood Treatment Final Product applied: Bifenthrin Bora -Care Other Concentration: % Mixed Product Applied: Gallons Square feet treated: ®® Linear feet treated: F1 If box is checked, Oen either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the �Florida Department of Agriculture and Consumer Services. 1A oz" AS Applicator's Name (Please Print) Advantage is a Full Service pest control company offering inside pest control, termite control, and lawn & ornamental insect protection and fertilization programs: We offer discounts to our Termite renewal': customers! Call 1 <- 800 - 698 -7998 for sore information. 2800 NW 22' Terrace, Pompano Beach, FL 33069 (954) 968 -7717 fax(954) 968 -2922 www.advantagepest.com GEOTECHNICAir PC- 9 & 111TERIAL TESTING ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY ��ii • ��t��iiiii ROOF TESTING' ASBESTOS DYNATECHENGINEERING CORP. Miami, June 12, 1 Mrs. Olga Cruz CAPITAL GENERAL CONTRACTORS 480 West 84th Street Hialeah, FL 33014 Re: Addition @ 1350 North East 101St Street Miami Shores, FL Dear Mrs. Cruz: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on June 12, 2013 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re- tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours,- - Wissarn Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 C* rm -ftmmuv r �a3 `s a E G�, 750 West 84 Street, Hialeah, FL 33014 -3618 - Phone: (305) 828-7499. Aa i. (16) 828 -9598 E -Mail: Dynatech@bellsouth.net DYNATECH ENGINEERING CORP. 750 WEST 84T" STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 PROCTOR COMPACTION TEST DATE: June 11, 2013 CLIENT: CAPITAL GENERAL CONTRACTORS PROJECT: Addition Cad, ADDRESS: 1350 North East 101St Street, Miami Shores, FL CONTRACTOR: Capital General Contractors MATERIAL DESCRIPTION: White limerock SAMPLED BY: JA TEST RESULTS Sample Number 1 TESTED BY: JA The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D -1557. % MOISTURE 4.4 6.1 9.2 12.7 14.5 DRY DENSITY 121.2 124.2 126.9 125.3 122.4 Optimum Moisture 10.1 Percent 100% Maximum Dry Density 127.4 lbs. /cu.ft. % Passing V Sieve 87.2 Percent Sampled By: JA -� Tested By: Z _ Checked By: )A Asa mutual protection to clients, the public and ourselves, X11 deports• , are submitted as the confidential property of clients, and autbori=i9n; for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 12 12 12 12 12 E 4 6 8 10 12 14 % MOISTURE Respectively submitted, - ---- -. ,t /l Ss Q►vul Wissalfi Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET ^ HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: June 11, 2013 CLIENT: CAPITAL GENERAL CONTRACTORS PROJECT: Addition @ ADDRESS: 1350 North East 101St Street, Miami Shores, FL CONTRACTOR: Capital General Contractors Test No. 1 Location: West side of pad underslab (structural slab) Test No. 2 Location: Center of pad underslab (structural slab) 12" Test No. 3 Location: East side of pad underslab (structural slab) Test No. Location: Test No. Location: Description of Material: White limerock TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 126.5 127.3 126.8 MOISTURE CONTENT % 9.3 8.7 9.1 MAX. DENSITY IN THE FIELD % 99.2 99.9 99.5 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 127,4 1 127,4 1 127.4 Proctor ASTM D -1557. REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Sampled By: JA Respectfully submitted, Tested By: JA Checked By: JA SS Wissam aamani, P.E. ° ! t DYNATECH ENGINEERING CORP. ` Florida Reg. No. 39584 "@ s� Certificate of Authorization No.: CA 5491 "A density test determinesthe degree of compactib' J\of the tested layer of mawtia 0�y. In no way shall a density test replace asoil bearing capacity determination. A soil boring test must be provided by client, prior to constr<tdtion"'to verify s4 `�tYil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clUeztts, and sutktprtZatiot% for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ORO, a ,I ll � 0 11 /\ OA No.1 1-09,22.01 �- Series PGT Clippej.111- Extruded Aluminum Tube Mullion H ffi� r' f OL MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION D® OF PERMITTING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Stet, Room 208 Miami, Florida 33175 -2474 AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) ymlamidad"ov /nEd PGT Industries - 1070 Technology Drive# North Venice, n 34275 AU 0 13 ,SCOPE: This NOA is being issued aide€_ #cable 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 area 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 "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ' Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration daze or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 140A# 10- 0819.05 and consists of this page l and evidence E-1, as well as approval document mentioned abov The submitted n Mi i Shores Village Y �1 APPR BY DATE NOA Na 11- 0922.01 E urn Expiration Bate: May 26, 2016 ZONI G D f A roval ate: December 08, 2011 Page I BLDG DEfT SUBJECT 10 Cc ;INPI.VNCE WI 'M ALL FEDERAL 'R STATE ANo l.'r. iN f ( HUL:S AND F1EC;Ul A'17QNS °' :p PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUDAMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on. 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #1 "819.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10 -0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved n 05/26/16. 4 1 bWoel Perez,P.E, Product 49n 061 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR Aly ATIONS RE�ITNG FRRXXICTREVI8ED 3 waft NON - IMPACT Oh LARGE AND SMALL I MISSILE IMPPACT- RESISTANT PRODUCTS A4ul d TO BE MULLIONS F---cp8wN3wmTI4FCRVfftrr—ALNLU AROMS $SA4XQARBA 1tECTA .��\ y 4YNN U1. O� ' FR -• +Bd�HT823 &HOER o�•1r��1 -�• ANCHOR CAPACITY IS MET. ��:' JGFNSE � ti� REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE 8ELECTM FOR THE SAME SUBSTRATE W: ak, 8) VERIFY THE DESIGN PRESSURE RATING'(LBBITM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THEFINAL SHALL APPLY FOR THE ENTIRE i i � / C1� 1A��</jSS)ONA,"'G ,,• Alma,. A. LY7`IIdIM4114BE1�.�P.E. - -- \\ e awwrAu �'. -1 5H�5Tesa tR �@HT9�� i M1P1 44«« Mi4 SHEM12.3 iW�1TAt — LHKfTN gP2A fr$1f8W 1T Fm T -T SINGLE M4 u_m SINGLE MUWOt r--- 11txVL Lwu LEN07Ht --) GENERAL NOTES; 1). DETAILS SHOWN ARE FOR THE MLUIO N OWY. ANCHORS SHOINN ARE IN AARON TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN: EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX CA 2XWOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS 18 CRITICAL TO THE STRUCTURAL PERK OF THE MULLED UNITS. MULLIONS HAVE SEEM TESTED AS *FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CEPS. BUT SHALL NOT HAVE A DAP OF MORE THAN Ito' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNOLOADS CCRRESPONDING TO THE REQUIRED DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LMOM THE 113 MESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 8) USE THE COMBINED WITH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21, FOR MULTIPLE UNITS, tARISIDER 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. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(% 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR OORROBION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTONS. 8) REFERENCE: TEST REPORTS: FTL4443: ELCA ULTTRALCONNJA M -OATOR NOWS: ANBNAF&PA NOB FOR WOW CONSTRUCTION: AOM- ALUMINUM DESK MANUAL e) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQuMSMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, 10) MULLIONS ARE N COMPLIANCE FOR USE IN THE HVHZ. —\SRE0MMSP0WMWTAU MULTIPLE MULLIONS �'—. FROM FvJm I ABOVE. NSSRUCTIONi 1) DETERMINE THE DESIGN PRESSURE RRO UREMNENT B.SWPI FOR THE OPENING USING THE ASCE-7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS - RECTANOUTAIr OR 'TRWMULAR/TRAPEZOOAI-• 6sum NOTES .,,_...___._._._..1 MULL TO 2x WOOD ...._..._....... 2 WAL TO 1X & MASM".L" - -. 2 MTAU.AT= NOTES..,.._......_. 2 WILL TO MMASOURV ........... ._.... 3 WJU.T08T88! BTU0....._._.._.._ 3 MULL TO Yfl ILL._............«.._........ 3 1 x 2 X.125 MULL / X 2 x.375 MULL 1x2.75%JN MU 1 x&MX AID I X4x.125 MULL 1 X 4 X ,378 MULL 139 4) FIND THE GPIO8EMI bM1I L10N 8 R I NBC PA �rt4 FROM TABLES IA TH ROUGH 13A, ON SHEETS 8 T H ROUGH 17 RESPECTIVELY. USIN G THE MULI TYPE, LENGTH AND OPENING WROTH OR HEHGHT (DEPENOIIRi IF THE MUII.ON IS SPANNNG FRRXXICTREVI8ED 3 waft VERTICALLY OR HORIZONTALLn THE M9ULtIDM) G pA M tLBB PT°! OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSCIiE ! I("o p9m, REQUEUMMILBSIM FOR THE OPENING OBTAINED IN STEP T} S) FROM THE SAME TABLE USED N STEP 4) ABOVE, I= THE VALUE N THE NEXT COLUMN ANCHOR CJtPACITY REQUITED 0.86E THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST MET TO ATTAIN TNt FURL BY M MULLION CAPACITY. .��\ y 4YNN U1. O� ' FR -• S) FROM THE TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHO T EMCOR CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REC D ANCHOR CAPACITY IS MET. ��:' JGFNSE 7) IF THE )A I .�N CiWACITY BJ 1 OBTAINED N THE TABLE 18 HIGHER THAN THE DE8X41V PRESam REQUIREMENT FOR THE OPENING. YOU MAY UBE 77g "ANCHOR CAPACITY ADJUSTMENT FCORMWI° TO OSTAN THE LOWER ANCHOR CAPACITY - ..L...00Pppp _�___ ^" REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE 8ELECTM FOR THE SAME SUBSTRATE W: ak, 8) VERIFY THE DESIGN PRESSURE RATING'(LBBITM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THEFINAL SHALL APPLY FOR THE ENTIRE ? j1 '•. ST r��O.t� ' •. FLORN EFENPE ! 08TASNED FOR THE MUL.I�1 SYSTEM, THE LOWER OF THE TWO won, i ASSEMBLY. HLIGHT C1� 1A��</jSS)ONA,"'G ,,• S OPTION USED AN TD ABLE USED N A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LY7`IIdIM4114BE1�.�P.E. FL RE # S870B MAW= TYP. ANCNDA PER SUBSTRATE, PER SUBSTRATE. =TASM 1S•1� TABLES 10-100 / EDP DWANCE - SHE TABLES SKITS+ 1 &108 .. AM ATTACIGOW - _ r SES Nm FRONT VIEW INSTALLATION NOTEO: 1) ANCHOR EMBEDMENT TO SAS MATERIAL SHALL BE BEYOND WALL ORESSM OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION S17E SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWINS SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED 3) ANCHOR HEAD TYPE MAY BE PANHEAD• HEXHEAD OR FLATHEAD. t) WOOD BUCKS ARE OPTIONAL, SEE DETAIL R SHEET 3, B) FOR MASONRY APPLICATIONS R MIAMI -DADS COUNTY. USE ONLY MHAMHMDE COUNTY APPROVED ELCO ULTRACON OR ELCO IM S.S. AGGREGATOR MASONRY ANCHORS. "L^.1�^'r ^" MULLION ATTACHED TO IX WOOD SUCK AND MASONRY (STANDARD CLIP SHOWN) 1. 4e 4 X IOR MA:LION TYP.SLogmTB• AND ATTAOTMM SHE? SEE TAMM 48.1SS erotH, �ENOn 1, STMT 1. MEa2aum `.. •• < cxae CO!>CffftEOR waI �___�,- DISTANCE. SEE SEE TABLES E08E'AfS:E e —PGA 18.105 o ANWM SIDE VIEW- 6. E78TALL9T BY ` .. `10 i 11 FA yam-- •' MAW= TYP. ANCNDA PER SUBSTRATE, PER SUBSTRATE. =TASM 1S•1� TABLES 10-100 / EDP DWANCE - SHE TABLES SKITS+ 1 &108 .. AM ATTACIGOW - _ r SES Nm FRONT VIEW INSTALLATION NOTEO: 1) ANCHOR EMBEDMENT TO SAS MATERIAL SHALL BE BEYOND WALL ORESSM OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION S17E SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWINS SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED 3) ANCHOR HEAD TYPE MAY BE PANHEAD• HEXHEAD OR FLATHEAD. t) WOOD BUCKS ARE OPTIONAL, SEE DETAIL R SHEET 3, B) FOR MASONRY APPLICATIONS R MIAMI -DADS COUNTY. USE ONLY MHAMHMDE COUNTY APPROVED ELCO ULTRACON OR ELCO IM S.S. AGGREGATOR MASONRY ANCHORS. "L^.1�^'r ^" MULLION ATTACHED TO IX WOOD SUCK AND MASONRY (STANDARD CLIP SHOWN) 1. 4e 4 X IOR MA:LION TYP.SLogmTB• AND ATTAOTMM SHE? SEE TAMM 48.1SS erotH, �ENOn 1, STMT 1. MEa2aum `.. •• < cxae CO!>CffftEOR waI �___�,- DISTANCE. SEE SEE TABLES E08E'AfS:E e —PGA 18.105 o ANWM SIDE VIEW- 6. E78TALL9T BY 4 ®. as ` TW.ANpHOR . SUSBIRAT& 60 TABLES 1EA00 _FTM /JtlD • - ATTAfFB�tf ' ..s BY6DtER8. MW 2J 00 OMMM OR CMU FRONT VIEW d .t1NUUHr7 %D, 58705 A. LYNNIIIL�Ii P.E. FL P.E.;1 08708 Y MULLION DIRECTLY ATTACHED TO wAm MASONRY STRUCTURE (STANDARD CLIP SHOWN) . } y TYP.AM1lk10R •.e ` ImTAtafiB t&tOB TYR ANCKOR S TRP su"mT& BRB TAB1S81B -ROB Olin. so NOTE 1. 8N8ET L Elm DWANIM swTAum MIN L7I0 CIAY.tR' m oa cm mw m coucwm dt (,2BJ 98•"s FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 80 BEYOND WALL DRSSSNG OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANOHORRS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 9) ANCHOR WAD TYPE MAY BE PANHEAD, HQWEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C. SHEET & 6) FOR MASONRY APPLICATIONS N MWA43ADE COUNTY, USE ONLY MIAMI -OADE CWINTYAPPROVED ELOO ULTRACON OR ELCO IW S.S. AGGREGATCR MASONRY ANCHORS. DETAIL t MULLION TO MULLION INTERSECTION N -CLIP) 1) MAY BE INSTALLED IN -TEE- OR 'CROSS' VAJ M9 INTERSECTIONS. 2) MAY BE MWALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE IYCLIP ORAWNOB. SHEETS 18.20 QT p ym FOR CORRESPONDNO MULLION. Y ........••I 01281SD. SCRENS, MULLION AN D USE WS MULLION �sCTMN tEXTEMOR SO8 $HEM 98,20 FOR HO1.S LWATOO FRONT VIEW am 80 TAISM to to SIDE.VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH SIDE VIEW NOTES; 1) FOR 2X WOOD-BACKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USE). 2) SEE CORRESPONDING MULLION TABLES, SHEETS 8.17, FOR QUANTITY OF SCREWS. `v ( %,'— M/ ',, .. 'Nc`t': No. 68706 - �►`��.. ATE %0,.o� •.. FtoaloP• .� TSSIONAL YIKAL1L6�� P.E. FL RE.11 SM 4 SSE VIEW SHOWNWmIlltex.ar MULUON DETAIL M: 8AY MULLION INSTALLATION (ANGLE CLIP) TYP.ANCHOA /- PensueS►MaTS. sa TABLES in OR tae EXTERIOR PER SUBSTIMTS, SES TABLES III-US f �yWOWOWISTM STANDARD CLV TO BE EXTERIOR OR ALWk OW 09 i�ii PER ANCHM NOTES FOR I ATM .;u < PERANCHM 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE WSERTED INSIDE OF MULLION. m hms FOR INSTAUMION CP-I]M-fz 2) ORTAIL 0: SEE TABLES I&I IS FOR ANCHOR QUANTITIES AND SHEETS 18,2D FOR ROLE III DETAIL IS NOT APPLICABLE FOR THE BAY OR I W X 111- X.12r MULLION. LOCATIONS. 2) SEE TABLES IS-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR ROLE LOCATIONS. 3) DETAIL K, SEE TABLES 126 ON 130 FOR ANCHOR OUANTITIES AND SHEETS '16-20 FOR 3) THE 2X6 CUP 18 NOT SUITABLE FOR THIS APPLICATION, HOLE LOCATIONS. • r DETAIL P DETAIL FIELD- MODIFIED MULLION CLIP ANGLE MULLION CLIP (F -") (ANGLE CLIP) 8H9ere2AKD3FW19WAUA"= TosU3sraA>a SSE VIEW SHOWNWmIlltex.ar MULUON DETAIL M: 8AY MULLION INSTALLATION (ANGLE CLIP) TYP.ANCHOA /- PensueS►MaTS. sa TABLES in OR tae EXTERIOR PER SUBSTIMTS, SES TABLES III-US f �yWOWOWISTM STANDARD CLV TO BE EXTERIOR OR ALWk OW 09 i�ii PER ANCHM NOTES FOR I ATM .;u < PERANCHM 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE WSERTED INSIDE OF MULLION. m hms FOR INSTAUMION CP-I]M-fz 2) ORTAIL 0: SEE TABLES I&I IS FOR ANCHOR QUANTITIES AND SHEETS 18,2D FOR ROLE III DETAIL IS NOT APPLICABLE FOR THE BAY OR I W X 111- X.12r MULLION. LOCATIONS. 2) SEE TABLES IS-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR ROLE LOCATIONS. 3) DETAIL K, SEE TABLES 126 ON 130 FOR ANCHOR OUANTITIES AND SHEETS '16-20 FOR 3) THE 2X6 CUP 18 NOT SUITABLE FOR THIS APPLICATION, HOLE LOCATIONS. • r ■ t LE 16 Ayedla T" ) —{ 1.000" r- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANINOR OPENING WIDTHS IS ALLOWABLE. Bat ft . mm Obi AWwCbP21Rnm Ao Tym 3116•sotmmm twamI 81T0'Eke t lw EBPO{ n NP B�0190mn 1w 88 Elm A 8trMo UNOW 9N`88 FHOC A 010Rte01 86" M) 0128ho1 Se YELLOW SOUTHERN FINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083 -T6 AND BE A MONI IM OF .12r TH$M STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUUOEy STRUCTURAL STEEL TO BE AT 1• X 7 X .12r MII.UON LEAST .128" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL @ N t$4 t t 4' 14W r 4V4" 1•tw 4 1-we 4114 4N4 r 14W a f5wft 1.14 00 (Et 0» 700 1WA NA N WA W NA 862Ot W7 4 08 Q1 n 160 760 - 60� M6' 6W' 2964®3 1 616 84 2 AVAM* 0 OAY WA 0.0.1 WW06 M "W HF� INA NIA- NA WA NM WA A NA WA A WA NA 6FA NA 5)'. 1Mms /030A 296169 4468x1 =me 188Po0 N00s /770N 270 Mo. 3921. smra 169M 210FO • 240 � WR WA NA NA 1M®t WA WA NA WA WA 3m20 WIN NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 2. FIGURE ANGLE CLIP MUST BE USED IN PAIRS, FIGURE C FIGURE 6: FIGURE 6: m [17;—ol 1111 0 • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. —{ 1.000" r- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANINOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 16.20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE MUM IN 2.44 THE FEW FOLLOWING DIMENSOINS SHOWN ON SHEETS 1 8-20. 4) SUBSTRATES: CONCRETE SHALT. CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M WOW SHALL BE PRESSURE - TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083 -T6 AND BE A MONI IM OF .12r TH$M STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUUOEy STRUCTURAL STEEL TO BE AT 1• X 7 X .12r MII.UON LEAST .128" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL L' { {ItllH`h/ •%c : No 56705 •' DA11-1 7-111 �� •. ST TED o "'; � .. . 11,S�ONAL ,• A. LY w )U1tl.LEli, P.E. FL P.E.N 68705 aA 11E A+xAax COp Pa@t>rm A�11yW W t ar ECe IIr . ism Mir at.. M. Ira- ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FKAM 8: FIGURE 8: c� a w 1 2m4w X-tww r a r 2-wr Nr 3AR' 2 kgMlr i1w fir 1-0lr r 0. mw 1.1w tow 1•Wr ill r 0016 1 / 4.A001gN®1.1r WA m 700 R0 W WA A WA 0680. me on 11 @a 4A"M=QTMK 0.C.1Mb5Ar4% /(Flp.4 710I0s 760ns 0000» 1680®0 tomms mvn 60Gs WA T(D D. m16s 880ft . t8sl8n ms 8400. it 1 Ar.hps 04r O.0 / LLClip, k0o 116' Airm A A WA WA WA WA WA WA WA WA A WA WA 770 ®s tAt.ew /F.la1¢fq 6x 1 Bs 186 288 ros 445M2 BUMS /�08 140on f770. I s700n 280fm su O. Mum 1610. 21000 28000 2 An0Aae t W WA O.OI F-C*(F4 6): 20D. 8800. WA WA WA WA 180 08 _ WA 1 WA WA WA WA 888 W 420 MD. L MRS MOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP U1CHOR CAPAWTT A0JUWWXN111'UKMU6m (Dq)X�ANCtbRCAP.w,.,,, )a ANCHOR CAP . NeAt91,1010 CAP..4,,,„ USE THIS FORMULA TO OBTAIN THE 'MOM CAPACITY REQUIRES COAREBPONDNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OW3NNG, WHEN IT N LOWER THAN THE MULLION CAPACITY (FROM THE TA) OF THE SELECTED � TABLE) MU LLIOW. IT WILL WELDAMW ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTKS IS ALLOWABLE, B) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SC,AL €: FOR EXACT DIMENSIONS, SEE SHEETS 18&20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEM 18a 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GtOUT-FNLLED CONCRETE BLOCK UNIT (CMU) SHAH. CONFORM TO ASTM C•IM, WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PNE WITH AN SG OF CA & ALUMINUM SHALL BE SM346 AND BE A MINIMUM OF .12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .041r THICK (18 GAUGE} STRUCTU1tAL STEEL TO BE AT LEAST . 128° THICK AND AsO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i 6 IN m ` tlllllllll " ON�,u ••4 FNSF '•. i NO, 587 �-ty • Q t 11 •r�[�` A LJNN N�LLLR, P.E. FL P.E.# 60M ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FKAM 8: FIGURE 8: c� ® o 1111 ® 10 U1CHOR CAPAWTT A0JUWWXN111'UKMU6m (Dq)X�ANCtbRCAP.w,.,,, )a ANCHOR CAP . NeAt91,1010 CAP..4,,,„ USE THIS FORMULA TO OBTAIN THE 'MOM CAPACITY REQUIRES COAREBPONDNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OW3NNG, WHEN IT N LOWER THAN THE MULLION CAPACITY (FROM THE TA) OF THE SELECTED � TABLE) MU LLIOW. IT WILL WELDAMW ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTKS IS ALLOWABLE, B) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SC,AL €: FOR EXACT DIMENSIONS, SEE SHEETS 18&20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEM 18a 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GtOUT-FNLLED CONCRETE BLOCK UNIT (CMU) SHAH. CONFORM TO ASTM C•IM, WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PNE WITH AN SG OF CA & ALUMINUM SHALL BE SM346 AND BE A MINIMUM OF .12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .041r THICK (18 GAUGE} STRUCTU1tAL STEEL TO BE AT LEAST . 128° THICK AND AsO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i 6 IN m ` tlllllllll " ON�,u ••4 FNSF '•. i NO, 587 �-ty • Q t 11 •r�[�` A LJNN N�LLLR, P.E. FL P.E.# 60M c.11 Bole 1 Bain I Toa 1 so IN I ob a I 100fA I Ina 1 ,sow . _ .s ,sow I '05�mmvRmm IE-71 I - mmmmmmi Ano"WC6p P9ftme Wo TVp&j VWE[ UMM I Vr ENO MUM 't;.a Ntb^Ekolmtmwl 114EIeotms— Agpte(iNw tAilllaa, A0p2[ , Bwamt06j Saw(06I Bww SMi E49e 11 2-tw r 2-UZ 3-IM I. 2•ur r 2•b2' r 3-im r Mir M324- Ea+bedasem I" 14W 14W 1 -w4 2' NU' /-,M• 4174' 4f14• ,` 1.114 2' 1�8' (modem 2A,m1w 676 ! w , �01EO d na ra iw ro1 74o 0n we 1 os 4AtmimgE�,.16°NP+. .C.7 SWAW(w061e) 13iI� 4300A 70D Re NA NA tOA NA mom. WA WA WA NA NA 8820n mft 1 iM d AAtlo11 R;♦ .QCJ(7j 2e6 AffOO Wp11 �t R 7800q mms M 1503q ,8280M &0It6 MM WA Mbs � No 1H 23HI �M 6WM 112023 2 MWhM 0 a46• UK O.C. I U4 ft hft IW ANA TV, WA WA WA WA A WA NA NA WA A F2A NA Nn NA 7'180A t An3lgr / Fiam 10119— M 372 1 (61 "owe t 9 Aa6 3700m iq2 0q 691 M tp 0m 2101E1 F.BO d11 AQ—M 1.10' .CAF• P MPm MM W NA 1NM NA WA WA WA WA 328 Aa 4208n 8�� NnTF• PM TMV Mo FT r.1 W 1 tAF TWO RAW ANtttaml PATTFRN aeon ANCMna WA1.1/RA AA TW9 ATANnAl2n 0 1p CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. fZ`�fiir�ll t� i X •••• •• • •• T .•••o ") m ANCHOR CAP.® MULLEIN CAP. ®,d USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. E SHEET 1 FOR INSTRUCTIONS ON USING N METHODS, TAKES AND SHEET 22 FOR INFORMATION ON LOADING, SEE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CL6J8 MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE MR-LED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS %20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GIROUT•FILLED CONCRETE SL = UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND An ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r n * NO. 58705 * '_ IT 'OHO,' 'i0RN, ''•..Ft�yOP .''GEC,: ONAL A. Ll/9(IN Mfl1ER, P.E. FL P.E.# 5570 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 8: fZ`�fiir�ll t� i X •••• •• • •• T .•••o ") m ANCHOR CAP.® MULLEIN CAP. ®,d USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. E SHEET 1 FOR INSTRUCTIONS ON USING N METHODS, TAKES AND SHEET 22 FOR INFORMATION ON LOADING, SEE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CL6J8 MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE MR-LED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS %20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GIROUT•FILLED CONCRETE SL = UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND An ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r n * NO. 58705 * '_ IT 'OHO,' 'i0RN, ''•..Ft�yOP .''GEC,: ONAL A. Ll/9(IN Mfl1ER, P.E. FL P.E.# 5570 4A t Ww MID W TABLE 0 1: F AnRfA07 T FIGURE 2 2 2ACOMON 8. Cm &18.6ko IPPEE Bmo BIO 8tael Ha BNN Na lBam Amcor 316• a" Unmm 1w Em uow (A 3t1r Bloc LwAmm ttr Etta Ube= A M mtw Baaw 106) Eorss {fi6l aeeAa ([f A1cMt CUP Pa6er� Es�ngeam. r 2-17r r our 3-VV r 247 r a-ur r r 64r 6.84• 0.32r 1 g4 1.ms Tarr 14W r 1-ur 1•ur I.Wr bur mw r F.AA 1-w tair [M R" a am O. 7 a 4 ArOM0 IAA Wa 0.6. I WAM B6(Or Oeml t$r(FlE �' be i80� 'PoO con NIA the W t7a WA R WA te6me 88D pq W4m8 WA WA WA WA 837 11701De 0 NarOBn .C.l (a12r6AfWat7lint 700 We 1fE0 I�6 ®e w4 we �f0e WA 76p 998M 61 O1b e5a ms 117D®. ix 2AmMKl�OA4.OUA .C.tU-08p. h4a 1lB' WA WA A WA WA WA WA WA WA WA WA WA _.._ AmImt7P 6. 1 M t @s a281M 637 coo - I88t0e I46Poe 177 be 284 1103 1 at01m FEE WA WA WA Utt 0IIO t03 NOIOg NOTE: FOR TH8 OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. PKME 1 1: F FIGURE 2 2 3: ® ® • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE & m 1L, —0-01 IF 101 ,Oyy;rlvla.wra.r a ..o,r.w (DP_) X ( O CCAP.„„a„., ) ® ANCHOR CAP. — USE TIm FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLIDa IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE tam 1) SEE SHEET 1 FOR INSTRUCTIONS ON DING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDFOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DWMIONS. SEE SHEETS 1S0. ALL MULUON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1620. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FILED CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.58. ALUMINUM SHAM BE 8083 -TS AND BE A MINIMUM OF .12w THICK. STEEL STUDS TO BE A MPITMUM GRADE 33 AND .048° THICK (/B GAUGE). STRUCTURAL STEEL TO BE AT LEAST .I28' THICK AND AS& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. S i r =7 E��NV 1 rnry .. �•' LtGEn3F '•.; .Y * N0.58705 �`��SS�orvA►_ �`' A. LYNU Md I P.E FL P.E.# 88705 IH AncW CUP Puftym I AMOTYPel MVEio fte I tWEk*UftW i'— I 811VEMLOman I twmw 1'= =`-1 1 ACHOR CAPACITY ADJUSTMENT MXMUtM1 (D -) X j ANC CAP.,.„,,,d.� ® ANCHOR CAP. - MW.UON O O�N THIS �EDUACITY 8 PTOHNE D°AINRC; ttOR Tb AN ACTUAL PRESSURE REQUItE ANT FOR THE OPENING, WHEN IT IS LOUVER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHR:H MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 4 STANDARD OLIP. TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4.FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FKBURE 8: - FIGURE S: 111:07 01 1111 . • BETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•0. WOOD SHALL 13E PRESSURE -TREATED ACHOR CAPACITY ADJUSTMENT MXMUtM1 (D -) X j ANC CAP.,.„,,,d.� ® ANCHOR CAP. - MW.UON O O�N THIS �EDUACITY 8 PTOHNE D°AINRC; ttOR Tb AN ACTUAL PRESSURE REQUItE ANT FOR THE OPENING, WHEN IT IS LOUVER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHR:H MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 4 STANDARD OLIP. TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4.FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, SA 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. BOLES MAY BE DRIlEO IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATIONS. HOLLOW AND GROUT-FILLED BETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•0. WOOD SHALL 13E PRESSURE -TREATED YELLOW SOUTHERN PINE WRH AN 8G OF 0.86, ALIAMINUM SHALL BE 6083•T6 AND BE A MINIMUM OF .126' V X 9.128' X V MULUDN THICK. STEEL STUDS TO BE A MINIMUM GRADE 39 AND . 046° THICK (16 GAUGE}. STRUMLIRAL STEEL TO BE AT (/• VF MULLK" LEAST . 128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 9 SCREW THREADS BEYOND THE MATERIAL. IIIIIIIII'9 r� it 5B705 * r 'A •. STA E rif A. L)U N11LUP. P.E. FL P.E.0 SMS S �i A.. CAPP.M. aKaa ana°eamtWsom tN°DontAUeoon I''?^ ANCHOR CAPAWTY ADJUVI'MEM Fw IBU6M ANCHOR CAP. -- t� ) x (MUUtoN rAP:,,��„) ®ANCHOR caP.,e, USE THIS FORMULA TO OBTAN THE °ANCHOR CAPACITY / QU'ar CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I itm S ANIItO a# FIG 3; j,gBLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 4.FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANQiOR OPENING WIDTHS IS ALLOWABLE. 9.tI 3) MNLLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 1&20. ANGLE CLIP MUST BE USED IN PARS. FIGURE 4: FIGURE S: FIGURE e: m .5w T;701 I • • 1° X 3.12V X P MILLION I''?^ ANCHOR CAPAWTY ADJUVI'MEM Fw IBU6M ANCHOR CAP. -- t� ) x (MUUtoN rAP:,,��„) ®ANCHOR caP.,e, USE THIS FORMULA TO OBTAN THE °ANCHOR CAPACITY / QU'ar CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I itm S ANIItO a# j,gBLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 4.FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANQiOR OPENING WIDTHS IS ALLOWABLE. 9.tI 3) MNLLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 1&20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN E THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED .5w CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.0 WOOD SHALL BE PRESSURE TREATED I YELLOW SOUTHERN PONE WITH AN SG OF 0.88. ALUMINUM SHALL BE 663•TS AND BE A MINIMUM OF .12r 1° X 3.12V X P MILLION THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT (1• K M LUON) LEAST .12r THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT FAST 3 SCREW THREADS BEYOND THE MATERIAL, 111111[? P 2 l% T, :� '�� ' •ate "SF •'•''� No, 58705 it g. a,SSroNAi.o, . A. L4 Mlli' P.E. FL P.E.0 85708 0 PTLI m'ti1 Zip •''I r ~' k3.�r,s �a•— .. 1 s 4 :.126 AIMN.TWL• Fiuliat Amhm CAP Peft. ` A.4w 1gpwj 3 1 4 A 11 1- u— ) I 8+f6' Efw tmw7 I 1JB Elan W FIGURE /: FIGURE 2: FIGURE 3: FIGURE 4 FIGUREt. FIGURES: FIGURE 6: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 686) MUST HE USED IN PASTS. 4NCHOR CAPACTY AyJUST ®t:trr rur•t•tn.w: (DPI,) X ANCHtCR CAP...ma..1. ANCHOR CAP. MULLEOAI CAP..m..., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NtA WA - 14302! s .'•tiM WA Mft ORE► 4f0" OM Wft 4M%9 6mm Acupwmm b OW1 WAWA NIA NIA 86 " f 11463he CA—CUP. p TABLE NOTES: t t t t 11 1 31 t Hr 1) SEE SMEET 1 FOR NSTRUCTIONS ON USNG THE TABLES AND SHEET 22 FOR WFORMATM ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �Z',.• �,CENS&'• ; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND-OR OPENING WIDTHS IS ALLOWABLE 4 .000° a.lm= .: is : Ho, 58765 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS tS-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD = Q FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 _� S� TE OF �y 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC13616PECIFICATWNS, HOLLOW AND GROUT- FILLED :126° i0.t�' •. • F(gRtq� . {6�. CONCRETE BLOCK SOUTHERN PINE WITHHANBeOFo65AUMINUMS LB TBAMBEA6W F.12VTH .ST LE ;STUDS TO BE A MINIMUM GRADE 33 !ND .045° TH ICI (16 GAUGE). STRUCTURAL STE EL TO BE AT LEAST .125° THICK t• X 4° N A. LYNN tPtAJLIER. P.E. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FL P.E.# 88706 a Y E 7B AtteR•rcsimrq Table (fie FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 0: • o o ° • o o • • o o • • • • • o • • • TABLE NOTES, 1) SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. a ° aracow o ° c•64 emu PT W000 ° • No Ancawr Clip Pa2ams Arciu Trp• 8n6 Im6 uhwa ta^ aao tanam e1r Exe t a 16 Bteo tf�am yr t 1r aamn w sea eme a>a » 1a eme AWS09• am stow sew(" 6ta etas+ sen• (6N Ha ow Benam (65) eapo tnt•mos Pnr r 2 r z trr our r a r 2.trr r b11r 7 a5• 0.547 0.3ar _....._ a 1.014" 1 I-vr t.V�r r 1.ifr 1• .116' i t-trr 1 -1r r i (Us �4) +. 1• m 22 Y 400 604 1 4Anea%Q2.20°W. ..r 00(F s7 Mvss m 58064 1• fs NOW WA ee5� WA tp5m WA m WA w6 BPoroe "NM's 0 At0M Q MW On O.C. t IW41•d Cla ryla 4) 850 m 14M Bn WA WA tWl\ WA 700 m0 WA WA NtA 1854 m 18M ft a2N ms + ch W, O/ 2s6 no twom 47Mm saes 540 5w MO 1480 aim teem 23846» an ms "Oft 11�m 8 a Q! 2�AngM gt4 4170 1 m t5'dlm4 rs d4. 046 B+OPo6 NA //106s 140{ tam In w5m 1MBm t851im 4 +8 . I M B WA WA WA Wa WA WA t48a ms a Aa5Aro0 I- 2N60 flbm 2Wm mom cm +4a66 S6s Mau � 580 1 4. O. f •B08`q MO 150 WA WA WA 880m WA WA I WA WA I WA m i!m tta0 bo MP_) X `•uv.n,.sR .«+.- � ® ANCHOR CAP..., MULL USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REOUIRENENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 0: • o o ° • o o • • o o • • • • • o • • • TABLE NOTES, 1) SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. a ° ° • o ° ° o • ° ° • • • • • ° • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS At•IOADR OPENING WIDTHS IS ALLOWABLE, FIGURE 5: FIGURE 8: FIGURE 7. • • • • • • • • • • ANGLE CLIP (FOAM S88) MUST 13E USED IN PAIRS. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HIM MAY BE DRILLED IN THE FELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20 BUF�TRA C L CONFORM ASTM TO A0 301 SPECIFICATIONS. 14OLLOW AND GROUT-FLUED COlCRETE MAM UNIT (CMUI SHALL M C-9. WOOD SMALL BE PRESSURE • TREATED YELLOW SOUTHERN PINE WITH AN Be OF O.SB. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 068° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A23° THICK AND AX ALL AN04CRB INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i r , r r i i i G .. \ \ \lltl l t#fit, NO, 58705 0 �.a`•, !Jl t g•!t1 u pN' E,i+ ` A LYN1N IL�R P.E. FL P.E.® 68708 i 0 78 M ?a JA �Fa TABLE 88 I AnftrCtlpPeftm I ^"*"l"W1 3114rfi�1 I asemeUftw I u ( arirmo I urelcout=- I I-Li; I ple roslleo.«roealewewrosll ANCHOR CAPACITY AUJUSTMMT FAXOMP n: (DP_) X— RNCHO�i CAw '\ - ANCHOR CAP. - MULLIONCAP, a ., USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPO+lDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 101 . . A i NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND A#ICHOR VALUES AS THE STANDARD CLIP. A�� F 1: UR go — TABLE NOTIS:: • Q Q • • • • 101 1) SEE 6HEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1� 11111 I I I �r 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCHOR OPENING WIDTHS E ALLOWABLE. FIGURE 3.188' t� •' Jr;ENSe MOLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT SEE s ''•..pl '� SHEETS 18.20• ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. k : CLIPMUST 88705 • • • • HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS BROWN t>Pt SHEETS IB 20. ar _ r IN Pte' a) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATION& HOU"M AND A e FIGURE 4: FIGURE 8: FIGURE 8: GRQUT•FO.LEO CONCRETE BLOCK UNIT {CHIN SWILL CONFORM TO AST M G80• WOOD SHWA M 8 I i " • �!/ 09 PRE88UR&TREATED YELLOW SOUTHERN PINE WITH AN SG OF OA& ALUMINUM SWILL BE T %�,n FL pP.•' • 8D83•T/ AND BE A MINIMUM OF . 128° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND i s • • ANCHORS INTO SHALL i�i SCU T HR BEYOND MATERIAL X 3.ig " l,,;S /0NA%- (u sE A�AT VF N) N .OW THICK PE. E • FL TABLE 9A t Archon CUP Ponaro I An®•TVOeI 8Vt8'HWIANNM I IWE"1Bn� 1 °. —j VVPMolAe I 'WEMO✓•00a EXAMPLE ON SHEET 21. ¢ ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADORIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: FIGURE 2: FIGURE & FIGURE 4: 2,000" • 0 0 0• o e • • e e •• o o • TABLE N 1l illil 1 o a o 0 0 0 0 0 o a o o • o o • 1) SEE SHEET 1 FOR INSTRUCTIQNS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR 0 0 0 • o 00 o • o o •• o o • GENERAL' ti; V�CENSB •,'Q •t`- • FIGURE 5: FIGURE It 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE. ate„ : • • • • S) MULLION AND MULLION CLIPS BROWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY 35705 • a • • BEB FACTQRY 1 MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON *3 ° II •: ` . UVUV��•• JJII '�}, STAB O FIGURE 7: FXmgE & FIGURE a FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI S01 SPECIFICATIONS. HOLLOW AND GRQUT -FILLED CONCRETE BLOCK UNIT '! V,�a • •. PLOW (y am o • s e IE e e e (FIGURES 5" (CMU) SHALL CONFORM TO ASTM C•IN. WOOD SHALL BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. fb • • • • • o e • MUST BE USED ALUMINUM SHALL BE 605&76 AND BE A MINIMUM OF ,12LP THICK. STEEL STUDS TO BS A MINIMUM GRADE 33 AHD .046' THICK (18 2 X 4° X .28 MIILLKNI '��SIONA�, , ' IN PAIRS. GAUGE). STRUCTURAL STEEL. TO BE AT LAST A25' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A. LYNIN A4q t�k P.E. • • o e • THREADS BEYOND THE MATERIAL• FL P.E10 BS703 mmmmmmm FIGURE t: RGURE 2: FIGURE & FKKM 4: F=M & R ME O, FXRURE 10: FKME 11: • oa • oo • e oa • • eo • oa •a • ee • o0 O oo O O oo O O e0 O • so • ee •• O oo • so O oe O O eo O O ea p • oo • a• •• p oe • ao O ee • eo p • oe • so •o •e • oo • FIGURE & P 8: FIDM T- Up AtaHte • • • • • • • • 6.7) MIGTRE • • • • • • • • USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT PUMMULM pp-)X ANCPIOR CAP•=) • ANCHOR CAP. - MLILLION CAP. USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MIND" ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. :r I l TNBI.ENOTES: ON ' •..q < 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION FOR METHM. Ati�.•-'�,TCfrosF LOADING. SEE SHEETS 2-4 GENERAL INSTALLATION 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIOTHS IS ALLOWABLE. ^ Rlp, 60706 •; 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1040. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLE& NIXES MAY 8E GILLED _ ,� ':, �., IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CIXNCRETE $HALL CONFORM TO AC �9 BPIECFICATIONB. HOLLOWANDGROUT- FfLIFO - 0 ®tl -w; ' � '. g 0� ' ��` •'•.. � -�� CM40 TE BLOCK UNIT (CAE!) SHALL CONFORM TO ASTM C-SS. WOOD SHALL RE FREMIRE-TREATED A MINIMUM OF fT.ORiQP•' YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE SOMTS AND BE .128 THICK GAUGE} STRUCTURAL STEEL TO '��ssIONAIL THICK STEEL STUDS To BE A MINIMUM GRADE 33 AND .0W (18 _ BE AT LEAST .126' THICK AND An. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 9 SCREW a X Ii x .25' A LYNN IV{ILLER. P.E. THREADS BEYOND THE MATERIAL MULLION FL P.E.p 68708 s� • fi:117tt�7ti�at�t�o�t t om' Kr=f -V {� �� "� 1�� F^�" ^`T ^T3'7' 9ttl�.' ..' ''■�..1"''"`' '' F'JL'.Z�:.�:t�+i��rF 7,•.' t.7 �.ta� :., .. �:�rR�� " -'. :�ttti..a.�" � �T"".i.:iT id,:IZ ii7C>/Ir• ",A^"i'- i/C"'•:T^ " ti�.:.� : �� 1'.��t�.''.�: �+ � �`:, i� .."7TT'"7.'±1<T7Ii *..•�7i1.'1f �'�"'(�trii�t�i ��`.��.L��r:�{��+l+�� N .�.. rm . E. "'I7t�Z77R"..T7tzi.L7! Tt�7tiF�L7L` 1L7Q '�iL:I�t�:L7t3:":��t�L7�L7t� ,,. ., • . 5304t�ml�L�l�.7t 't�T 1�+.�t�'1! `" tL��t��"�7t�t�17iiEL7 FIGURE t: RGURE 2: FIGURE & FKKM 4: F=M & R ME O, FXRURE 10: FKME 11: • oa • oo • e oa • • eo • oa •a • ee • o0 O oo O O oo O O e0 O • so • ee •• O oo • so O oe O O eo O O ea p • oo • a• •• p oe • ao O ee • eo p • oe • so •o •e • oo • FIGURE & P 8: FIDM T- Up AtaHte • • • • • • • • 6.7) MIGTRE • • • • • • • • USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT PUMMULM pp-)X ANCPIOR CAP•=) • ANCHOR CAP. - MLILLION CAP. USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MIND" ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. :r I l TNBI.ENOTES: ON ' •..q < 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION FOR METHM. Ati�.•-'�,TCfrosF LOADING. SEE SHEETS 2-4 GENERAL INSTALLATION 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIOTHS IS ALLOWABLE. ^ Rlp, 60706 •; 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1040. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLE& NIXES MAY 8E GILLED _ ,� ':, �., IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CIXNCRETE $HALL CONFORM TO AC �9 BPIECFICATIONB. HOLLOWANDGROUT- FfLIFO - 0 ®tl -w; ' � '. g 0� ' ��` •'•.. � -�� CM40 TE BLOCK UNIT (CAE!) SHALL CONFORM TO ASTM C-SS. WOOD SHALL RE FREMIRE-TREATED A MINIMUM OF fT.ORiQP•' YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE SOMTS AND BE .128 THICK GAUGE} STRUCTURAL STEEL TO '��ssIONAIL THICK STEEL STUDS To BE A MINIMUM GRADE 33 AND .0W (18 _ BE AT LEAST .126' THICK AND An. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 9 SCREW a X Ii x .25' A LYNN IV{ILLER. P.E. THREADS BEYOND THE MATERIAL MULLION FL P.E.p 68708 • 1 Y TABLE 11A a T openft va+8 w bl r Ipflm nmem) 600 MN 300 600 W0 1D„ 14016 1490 1W0 1.88"x2.11 . Loft �0 TIWMM LOBOV 9/40989009 R4eWSLW In" Loft Loft lctlro TOE. R�eAJO Laft t9em42 Lmw R4mvAw Lee" T0P'1Me0L tip 8.186" T41I9 2L6I fill, 1 1 e:. cr. �: �; r�rT�9- �T- .�;- zazsx�l�::--arc:��t�:- air• :�:�I�.:�:-i��..�rl,'>,r:.�:�a� ��:s�c�a-a 4261 V4.21 WA 1 428 1203 M 14&0 418 OSA NO 1880 414 KI 620 INA '411 W.1 SM 184.1 411 72.1 M Mij 414 00.1 W20 .1643 411 81.6 N. 194.1 411 4&1- On 18:.1 411 460 086 403 10&0 809 01.7 00 0.9 D40 6&4 408 81.4 819 887 40 70.1 616 400 78.6 614 403 40 1&0 844 80.8 40 780 814 3&'d 40.1 Y&0 814 MASS t3 4231 887 "A 901 NA 962 79.8 804 88.8 1 987 71.8 200 81.8 368 87.9 989 48.7 30 848 284 413 887 63A � 048 802 �8 � Q&1 887 89.0 Y89 06.7 869 086 >� 800 67A 698 74.1 287 503 018 64.2 181 488 $18 101 280 42.4 818 68.6 268 137.7 398 WA 250 9U 918 46.6 240 089 696 4&1 218 049 618 42,1 946 21.2 618 4&1 948 800 49.6 266 0&1 919 413 900 46.7 214 98.9 188 0,2 910 30.0 25 SYB 207 11.8 9W8 340 ¢64 247 788 89.4 N3 900 SO 322 201 17.7 2W 99.0 091 18A 260 322 401 mH} 630 427 281 NA 200 80.0 231. 89.1 NB 80.0 234 - 84.7 IN 287 234 31.6 IN � 281 -04 284 136 3R9 294 NA 184 VA 294 96.6 � 189 18.9 23 ft6 189 � OA 284 aS 903 ■ M01 373 M 89.1 188 313 213 99.7 170 286 213 90.8 178 283 219 21.0 173 �20A 313 23.1 170 1 00 213 29.7 189- 186 213 22.2 W 19A 240 92.0 MB 11A 2M 2Z0- 188 nw 26.8 179 W.1 160 233 970 OA IN 90.4 179 223 149 17.9 179 203 1p OA 179 M.7 146 1611 9A9 181 28.4 aW 903 MI 21.8 137 17A 101 OA 136 %2 181 VA 133 780 S IN 23.8 198 169 iW OA 191 1&1 182 AA 198 E 110, 41CIOR CAPACITY AD.4USTIMIN f FORMULAI )X ANGI RCAF.,,,,,., aANCHORCAP.- MLALION C/M.�,.; USE THIS FORMULA TO OBTAIN *ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR 'CAPACITY WHICH MAY BE USED TO QUALIFY ADDITMAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERA. INSTALLATION METHODS. (�FIGURE 1; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOM OPENING WIDTH$ IS ALLOWABLE 3) MULLION AND SHEETS IE W O FACTORY MACHINED EE CONTAIN UNUSD HOLES HOLES MAY ORLED IN F FNG D "WON S ANGLE CLIP MUST BE USED IN PAINS. 4) SUSSITRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE RRESSUtRS•TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE SMTS AND BE A MINWUM OF .128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUCIE). STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r v i G 'I Ix V .,1t\illllit�l- `�� (LtNry ic:• No.58T08 .� �-D ck !i o ll W1 A. LY P.E. FL PIA 88788 e:. cr. �: �; r�rT�9- �T- .�;- zazsx�l�::--arc:��t�:- air• :�:�I�.:�:-i��..�rl,'>,r:.�:�a� ��:s�c�a-a 41CIOR CAPACITY AD.4USTIMIN f FORMULAI )X ANGI RCAF.,,,,,., aANCHORCAP.- MLALION C/M.�,.; USE THIS FORMULA TO OBTAIN *ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR 'CAPACITY WHICH MAY BE USED TO QUALIFY ADDITMAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERA. INSTALLATION METHODS. (�FIGURE 1; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOM OPENING WIDTH$ IS ALLOWABLE 3) MULLION AND SHEETS IE W O FACTORY MACHINED EE CONTAIN UNUSD HOLES HOLES MAY ORLED IN F FNG D "WON S ANGLE CLIP MUST BE USED IN PAINS. 4) SUSSITRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE RRESSUtRS•TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE SMTS AND BE A MINWUM OF .128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUCIE). STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r v i G 'I Ix V .,1t\illllit�l- `�� (LtNry ic:• No.58T08 .� �-D ck !i o ll W1 A. LY P.E. FL PIA 88788 TABLE M �A818O11d Ta$LO _ t�a Oponbv Md81(- 1"-V6p- l -ft- )oropw pH•I8M(� -Soto•) RFaxaf r mmmmmmmm , m mm . mmmrmAmmmm1mmm1mmm s Almbor Table ) Aftaiv CUP Papers e • • o 8 8. Caq. mcomcmu FIGURE & CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE PRESSURE-TREATED r"co PTVN 04 mew Amltm T 8I1C 1xbd�m tta EmC1 a M16° EkC Naame a+1a EICOI a ltd" F.tro 1Utnroen /td' 88 EWe A td18' EIm 19kanon 1N' 88 EI¢o 110 OW OWW l" 8128W 60"(0) N2 ow 8CW Rib) Edge owe. Ant r x 1!Y r x a a -ur x tlr r atW o t8 ow a r Ems An 1 14W 1-w 1 r 1 -VT t•1/4' 1 -ur 1.1/f 1 -ye i -Im" r 1�w (aro rote d) (0. IMIS 9MMS =69 Mdfts 70ft 4%lba 1 IEe 0Arolmro 8.S'AGa O.C.IR) 20 Anye CUP A'IY at 7a4 H1e 70088 7W 8b 1870 Wf 28x61)• wb Oro Es WA 11�16e No 0• m@t 1�0do 6Ytft 8ba"e 1M0@a eAronbn 871" nO.C. t{Sa1• 8t /1�Pof- 1128mf 808@8 xa161bf 22!416 A 8C0If _ IIF 18-08 WA / be WA - 978 1 rof - E• FIGURE 1: TABLE NOTES: • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FKRM 2 2) LINEAR INTERPOLATION BETWEE14 MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DINIENSION% SEE SHEETS 18.20. e • • o ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.0. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Th SPECIFICATIONS. HOLLOW AND GFOUT -FATED FIGURE & CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE ON348 AND BE A MINIMUM OF .128' THICK: STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL ANGLE CLIP FIGURES 1-3) MUST BE USED W PARS. MWAWR G/1PR1ilIT pAk%M Iawl rvta•vu�: (DP_) X C1Atl / ANCHOR -ANCHOR CAP.. ,lll$d CAP.,,e,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REGUINEtr CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 38' BAY MULLION Ise W � .1°tttlllltrri; 'k '' , Ng, Ci8T05 • STATE A. LYNN M�LER P.E. FL P.E.# 88708 �E TART C VM A9tegmCap- T" ) Amhw COP Poftm _ A B.Nt N4° @Ira UBnom W FJaO I 8iw gyp U0m" M16' E� t8tleem tar g0:o tAlrecon 9/f 88 Eyp A w Nt8- Elm MWO tld" BB Flee: A SOM (OB) SW" (W) Baas M v %tIP r '.� r P•VY Y 2-'—r s• +ro° r IS aw 0121V tlw t -sw 1•Aw• T t -tw 14W 1•WP 1•W I. t. T 1-w 14V (aepame 6. 1 198.1 tAnft=M @3WWA0 L98u 18010! mft 98700» ft ft ye WA 112DWO B38I�e 8808* Lieu SWU MOBa W2 BAWAft 2.T 08 1200• U VA I maim a - 10880A WA 19•tOB* v WBIEe 128 m 18888p FIGURE FHAM 2 FIGURE T. s • s s • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATXXN BETWEEN MULL LENGTHS AN OR OPENING WIDTHS IS ALLOWABLE 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEET$ iM. 4) SUBSTRATES' CONCRETE SHALL CONFORM TO ACI 301 SPECW=TKNS. HOLLOW ANDGROU('- FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM RM TO ASTM C-00 WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PIS WITH AN SG OF 0.88. ALUMINUM SHALL BE 083 -TS AND BE A MINIMUM OF .123' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 043` THICK (18 GAUGE} STRUCTUIM STEEL TO BE AT LEAST . 123• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.. (fD 1 X MULLAH OR CAP.,®, \ n ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT PDR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANtSiOR CAPACITY TABLE. (/ t99utlt>; d�OENSg ••'� 58705 1k �0.'•, STA E� SIONAl- o . A. A HIIILtiR, P E. FL P.E.N 58705 a S.BflO' CUR WME TO .378`_- 9.126' - - -"� , CREATE F -CLIP. SEE MIN. MIN. Old. Clip 88S113M I DETAIL F, SHEET U•CIIP 8=43MI Angle CUP 88881 /M 1' X2• X.376° (8) 888008 W114M SSMWINA 8S8MM 888812M 1• X2.?W XWW M ot�AA6N W118M W01120M S 4SM OM13M V X218' X.880' (8) S880S - 588118M W1121M 68S248M I MUM STANDARD CUP 88$37M 8093.18 ALUK ONI114M TOMEW 3A MIN. AIN _. ._ 9.16° O.C. O.C. ( 9.312' i OFFSET CLIP 6W3-T8 ALUM. TOFMIEW i r r r i r 808348ALUL4 X- 9EDYMN 2(6 ANGLE CLIP 809378 ALUU 2, X40MTION .178' Y ' 'SW MIN, u 6003-78 AL ALUM. 1 A M 1 TOPYE:W E TABLE B .378" MIN. 9.312' 3.ODtY AKIN. --- - 2X9 ANGLE CLIP 8083.79 ALUM TOPVEW t ' l � MA Dimension (9tmel a) 1° X 2' X .12th (6) PQT Part# Mullion mm Old. Clip 88S113M l�aet Cft millem U•CIIP 8=43MI Angle CUP 88881 /M 1' X2• X.376° (8) 888008 W114M SSMWINA 8S8MM 888812M 1• X2.?W XWW M MW W118M W01120M S 4SM OM13M V X218' X.880' (8) S880S - 588118M W1121M 68S248M I MUM 1° X 3.12r X .840° (8) 88$37M Mi6111em ONI114M 588242M I SS8818M 1.28•X3.188°X.28.5 (12) S8841M 686111TH OB81113M 8=416 6888161 12r X 2.11° X .128° (16) 69370 NIA NIA NO 6686171 mm 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. E: NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING Dtid NSIONIS GIVEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A J r f Dimension A Value On) 1.826 For MuMan: 11 X2' X.126° AIWYdnm Tube Mallon B 2.664 C 0.886 0 0.740 E .480 Agin. A 1.128 1' X 2' X.375' AkM*M Tube MuM- B 2.404 C 0.8'38 D 0.410 E 0.460 A 1.876 1° X 2 78° X .378 AAaMnum Tube Mtd B 3.000 C Q987 D 1.118 E .480 Mim A 1.312 9•X2.78`X �� Abemltwm Tube Mumm B 3.000 C 0.478 0 0.838 E .480 MIn. A 2.000 1' X 3.126' X W Alum Tube MUII B 2.837 c too D 1.137 E .450 Min. A 2.826 1.2° X 3.188' X 2 Alum Tuba Mu8 B 3.282 C Q882 0 1.712 E .450 Min. A 1113 1.28° X 2.11' .121° Alum Tuba Mull P Me * No. 68706 * ' ±9p.. N St iii :�.f�•••. FtOR10p..��j�=: A. LYNN P.E. FL P.E.# 65706 -1 1.007 tow _ r4(° .928• 1 1 .126 4.OW 4.000' 2A )XVr .127 .128° STANDANDCUP 128' UFO+ .126 8W3- TSALUM. X-6063 AL 1 -T .-3776° X SECTION 1•%4'X.726' T t °%4'X.3?IF T ... _.6x° —_ -.. MULLION MIXUON CurHERETO 8083 -78 ALUM. 008&76 ALUM .8r6 3.128- -- -'-� l A •tX9�.l E .376 X- BECTON %SECTION OETAR F.l ET4 _ 2.661 ° — .838' �9.Wr 9.96 (1 I 0.oatr � MK O.C. , 1 F .t26 2�5• F _ _ .. _ � __ _ __ _ 4 w BAY MULLION 1 3 ® ( O 89B3.TeALUM. X- SECTION �_ 0226 .226 i•..i9•� STANDARD CUP 8083 -TB ALUM. 6083•T8 ALUM. E 3.468'- TOPVmW W&FOR ALL V UM 01, 11 376 -.378• MON. I O i I O.C. 0.317 45' BAY MULLION I 3,280' 2260" I 3.o° 6083.76 ALUM H X•BECTION C O O .228' -t 4- .831 ° -I TALI C A OFFSET CLIP NOTES: SOWISALUIA TOPVIEW 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRUM IN THE FIELD FOL.LOWNG DIMENSIONS OMEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. SAW 6881. O sn 0.3t2'� MO 0----o O O 2X8 ANGLE CLOP 8♦%S•TS ALUM. TOPVIEW THal F r- Dimendon F Vatua (1n) 3.687 For MuMm, v x 4• x. 12or Adnoknm/ TubO Mw ft G 1.000 H 2.00 F 3.157 I" X 4• X Xr Alulnfnlnn Tube MOM a 0.787 H 2.430 F 2.813 SW Bay Muff F 2.878 45° Bey Muff Mu{I w7nO WWI (eheet� POT Part# t8tiltio» Oi�ett31P WXtP Angte �P 1•X4° X.168° (10) 85304 GM122M 888241M 888818M V X4° X.378" (11) 8010 n666112M SM1123M 866262M 68681868 30 Degree (18) �4B NIA WA 888511068 45 Degree (17) 68880 WA WA 688511168 q (SA M U: LS) O (BAY BIN. ox a+m• �1. ox. ( +' x 4° MU LS) rd 1.0-1 // aL1117111PL * No. 88705 �' IONA%- o" A. LYSJtWSNCLEFZ P.E FL P.E.# 58705 TABLE E 61211 OlmorsWou. ~#) Per Part 0 1Nuitlon Std CUp U-01p ArWo C 2- X4°%.28`(13} 2 summ es7,M 1/2M r X 8" X W (" e!4 65 M 8=72M aees11 M WHERETO 976' SAW --- "� � DETAIL C." 376' MIN" � $ T4 Lam• Er .375 _-- 3.600'. I a_ STANDARD CUP 8003-T8 ALUM TOPWEW CUT IRRETO __.._� CREATE FCUP. F r _ SEE DETAIL F. --�" SHEET 4 1.718' 1.715 I RdIN.O_C. 2.838' MIN. O.C. 4 _ _ 4,888" I -os,r O Er .375 _-- 3.600'. I a_ STANDARD CUP 8003-T8 ALUM TOPWEW CUT IRRETO __.._� CREATE FCUP. F r _ SEE DETAIL F. --�" SHEET 4 1.718' RdIN.O_C. 4 _ _ 4,888" 5AW 0 .- STANDARD CUP 606376 ALUM TOP VIEW 0.2 3725 6" r 0- I" oa 4 i a4W -- or NIft O.O. U 6�3-T6 ALUM. USED FOR r X 4' TOPVRiW .376" 0 - -� I I O10 * UAW I 010 I Yly fi, (N, O.0 Uri 6063 -T6 AL�UjMj 915f e11 14 T�VfEAt s ; 8.000' MfN. ealr 3.438' .376 O MIN 2X8 ANGLE CUP 8W346 ALUM TOPVIEW 2X6 ANGLE CUP 6003-TS ALUM TOPVIEW on PlmMa 1/- .%NW ... "4'it �'1�.•••�1,GENSF'' �'P ' No. 56705 ' tr *AFF :.off; ...,�ofl+v ?••�: A. LYNN ItliILtEPi. P.E. FL REA 68705 a v NOANOtOAB U(1- WD- DON230.i _..� esuL vIroTI1 - oPEr/HD v�TH THE BUMINO SUBSTRATE B KNOWN TO BE WOOD ON ALL FOUR "MOW FRAME DEPTH IS 2.1W. THE OPENING REDLBRES A DESIGN PRESSURE OF - MOl80A PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION B SUITABMTHE tr:.A.UCN LENOTN IS 72' AND THE OPENING WIDTH 1832'+32+1' =86. REFEROK MO SHEET 22, THE COLUMN USING RECTAHNGULAR LOADING MUST BE USED SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEM THE V&MOW FRAME DEPTH OF 2 -1W° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +40101 -110A PSF. W THE TABLE DOES NOT SHOW THE EXACT SIRE. USE THE NEXT LARGER SM AVAI AELH. FROM TABLE 3A. SHEET 7. THE 1'X 2.76 X .376 MULLION (LENGTH - 7T. OPENING WIDTH - 70' MEETS THE DEPTH REQUIRED. HOWEVER 'ME DESIGN PRESSURE IS -1 -88.3 PEP AND WOULD NOT BE SGTAS.E FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8. THE 1' X 2.78° X .086 MULLION (LENGTH s 721. OPENING WIDTH - MHAS A DESIGN PRESSURE OF 4-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED N THE APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF SMLBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 AMM40RS AND THE 2x6 ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 840 LES. THOUGH EITHER ONE COULD BE USED. THE STANDARD CLIP B EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE PENIMRATION PRODUCTS USED WITH THIS MULLION 8Y8TEM THE LOWER DESIGN PRESSURE. OF M ULLIDNB OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MILLION AND THE FENESTRATION PRO I= BE INSTALLED M ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS ONTO RESPECTIVE SUBSTRATES AVID FENESTRATION PRODUCTS TO MULUON. N THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS 0-804 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PEP WITH AN ANCHOR CAPACITY OF 636 LOS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REO110ED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (80 PS-7 X (- M �) - 824.8 L9S (MAYBE USED TO QUALIFY 910 STEEL SCREWS FROM TAM E .4B) IrA THE BUILDIPXR SUBSTRATE IS KNOWN TO Be CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME 0£PTH IS 2-8U'. THE OPENING REQUIRES A DESIGN PRESSURE Of 460.0 -88.0 PEP, r FOR 1Hfl YERTRCAL IJULLIDN: r 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH B 321*72 +1'0/ W AND THE OPENING WIDTH E W+3010'43'. REFERENCING SHEET 22, USED, SCAN THE MULLION TABLES FOR A MULLION THAT BAT LEAST TIE WINDOW FRAME DEPTH OF 2318' AND WILL THE COLUMN USING RECTANGULAR LOADING SHALL 89 MEET OR EXCEED THE REOARED DESIGN PRESSURE OF +80,01-58.0 Pte. IF THE TABLE DOES NOT SHOW THE EXACT SIRE. USE THE NEXT LARGER S12E AVAgABLE• tii FROM TAKE 3A. SHEET 7; THE 1' X 2.76 X .376 M UL LION (LENGTH - 106.OPENING WIDTH - On MEETS THE DEPTH REQUIRED, THE DESIGN PRESSURE E,PEP ROLL WWH -•� AND WOULD NOT 8E SUITABLE FOR THIS APPUOATIOIC FROM TABLE BA. SHEET 13. THE 2- X 4' X 889' WLUON (LENGTH -106, OPENING WIDTH - W) HAS A DEMON PRESSURE OP +MR.? PEP WHICH EXCEEDS THE REQUIREHI860 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 671 LOS. . 68C WTA.9. BECAUSE IT B NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 3' +�' +2' -7C. NOT 79° A8 PREVIOUSLY 'P PE�&.BTRAtK17N PROM"" APPwpYAL ASSUMED. VERIFY THAT THE DES= P4ESSRE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 78' DIMENSION (35-1/Y +38- N2"+r-T3%. r .. .. .' j .. _ ..... i 2) USE TABLE 88 TO FIND THE ANCHOR TYPE. ANCHOR QUANTTTT' AND CLIP TYPE RfiQUREO FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED HEADER SILL ARE r VVIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE -. -..� -- - - CONCRETE AND USING THE STANDARD CLIP WITH (8) 311(' ULT7RACON ANCHORS AT AN EDGE DSTANCE OF 2.112' GVEB AN ANCHOR CAPACITY OF AGO lBS WF8L3I 1$ tRREATER AND HggLISR'• L m U R NOTH m THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. s t E M SHMM 23 OPIM 3 F•OR 711E HORIZOPRTAL MOULLIONS: Ftr BECAUSE THE VERRCAL MULL WILL BE A 2"X4' X .280" MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUOW ALTERNATIVELY, ANOTHER 61, T REVISED Ham. j/ „ MULLION TYPE COULD BE CHOSEN, MIGfiT IS 32"`72' +2" -108". REFERENCING T 22. THE COLUMN USINtR LOADING MAY BE Bm PloeNa 1) THE WAL�1 LENGTH E 38' AND THE OPENING SHEET 13. THE Y X 4' X 2W MULLION (@ LENGTH - 42'. OPEW48 HEIGHT -121) HAS A DESIGN PRESSURE OP +- iT0AP8F WHICH EXCEEDS THE No USED. FROM TABLE BA, REQUIREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LIB. e DeTaas T 2) USE TABLE BE TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE t2YitU SUBSTRATE N THIS EXAMPLE, THE CPA! JAMBS ARE e 81024 . USING THE WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE S. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DH4TANCE llSINfHHTHE 2XB ANGLE (:LAB WITH V 111 I 1 I R (4) 3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 840 LOS WHICH IS GREATSk AND THEREFORE SUITABLE. FOR THE REQUIRED - -� _ ANCHOR CAPACITY OF 821 LBS. �� Qt,�... • •...1!(F �s✓ J. �,•,' '' •.'P 4) FOR THE U•CLIP M THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCH CAPACITY OF 821 LSS. TABLE B FOR THE U•CLIP SHIOYVS THE ANCHOR V,}CE.NSE * �' `t' F911L Lt?KNTH RORL tEN9iN CAPACITY 18 TON LOS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE No. 5B7O8 -- -CPENM WIDTH FOR VERTICAL meal - ANCHOR TYPE 18 A812 STEEL SCREW. PROM THE MOVE STEPS, OUR MULLION DESIGN PRESSURE 18: +F8d.7 RIF FROMTHE VERTICAL MULLION; '0 '•, i1 4170A PSf FROM THE 301 HOAROITAL MULLWN ATTACHING TO CPU: '- 'j� '•. g ••,.. +/ -170.0 PSF FROM TN$ JV HORIZONTAL M ALON ATTA04M TO THE.VERTICAL MULLION (INTERSECTION} FLORL9P. ••' t,y� THE LOWEST DESIGN PRESSURE IS W.? PSF AND WOULD APPLY TO ALL OF THE MILLION£. .......... VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEML THE RAWER DESIGN PRESSURE, OF MUUX) NS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT DE MTN -LED M 'PP' P , , , . A. LYNN dAl(.i�R P.E. ACCORDANCE VON THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.El 88705 0 BUIY,DING J� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 � � I X61 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1350 NE 101 St City: Miami Shores County: Folio/Parcel #: 11- 32050230020 Is the Building Historically Designated: Yes Permit No. AUG 0 8 2013 Z�_ FBC 20 1,C,� Master Permit No. RC -10 -12 -1984 ROOFING Miami Dade Zip: 33138 NO NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Lisa Peterson Phone#:305- 333 -9955 AAA,A...1350 NE 101 St City: Miami Shores State: FL Zip: 33138 Tenant/l.esses Name: Phone#: Email: Lisavp2003 @yahoo.com CONTRACTOR: Company Name: Capital General Contractors Phone#: 305- 827 -6211 Address: 480 West 84 Street city: Hialeah State: FL Zip: 33014 Qualifier Name: Carlos Bello Phone #: 305 - 965 -6111 State Certification or Registration #: Certificate of Competency #: Contact Phone #: 305- 965 -6111 Email Address: CBello @capitalgeneralcontractors.com DESIGNER: Architect/Engineer: Victor Bruce Phone#: 305 - 310 -5030 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: NOA - Window Mullion ❑New ❑Repair/Replace ❑Demolition Submittal Fee $ Permit Fee $ J! .� ° ( CCF $ MCC $ Scanning Fee $ `1. oD Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �A/ Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 8 The foregoing instrument was acknowledged before me this 8 day of AUgUSt '20 y by 0i %Nb— day of August , 20Z , by who is persy known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 7 Sign. Print: 6"S4-JCc L My Commission Expires: APPROVED BY MY crossoN @ FF 0284317 EXPIRES: Septemba Thm ray Puy UndOmltM 6- i 1-4.1 Plans Examiner as identification and who did take an oath. NOTARY PUBLIC: "eGa� OLGA L CRUZ Sign: W COMMISSION i FF 028437 Print: / lay L r Thm NAmy PAW u� My Commission Expires* Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk P Rick Scott John H. Armstrong, MD, FACS Governor State Surgeon General November 14, 2012 (Capital General Contractors) 480 W 84 Street Ste B -106 Hialeah, FL 33014 RE: Contingency Letter Application Document No: AP1086604 Centrax Permit Number. 13 -SC- 1436339 OSTDS Number: 1350 NE 101 St Miami, FL 33138 Lot:2 Block:1 Dear Applicant: Subdivision: Miami Shores Bay Park This will acknowledge receipt of an application dated 10/2212012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use (Internal remodeling including addition of a playroom, enlargement of a bedroom With addition of a bathroom; addition of a gallery and a covered entrance). If you have any questions on phis matter, please call our office at (305) Enclosures cc: Sincerely, Piverger, Engineer Specialist II Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500. Fax: (305) 623 -3645 . http : / /www.MyFloridaEH.com Is M 'Oft Miami bhores Village Building Department 10050 N.E.2nd Avenue MIAMI MORES VILLAGE Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 THE FLORIDA BUILDING CODE I (We) have been retained by A E 0701 TEE 5 to perform special inspector services under the Florida Building Code at the �Er � isr4 project on the below listed structures as of 0-0-30-/?- (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: * SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) D SPECIAL INSPECTOR FOR TRUSSES a36 LONG OR W HIGH 2319.17.2.42 (R4409.6.17.2.4.2) SPECIALINSPECTOR FOR REINFORCED MASONRY; FBC 2122.4 (84407.5.4) o SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (84408.5.2) )!�, SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) • SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) • SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following Individuals) employed by this firm or me are authorized representatives to perform inspection 1. 1Zwcc- MA4&*C1 2.g 3, ro s 4. , it9/r q5 155'ge?tu *Special In tg authorized representatives shall insure the authorized representative is qualified by education or if r p Was assigned by the Special Inspector. The qualifications shall Include licensure as a professional ar on from an engineering education program in civil or structural engineering; graduation from an n pr uccsssful completion of the NCEES F tion as building: inspector or general contractor. Building Department of any changes regarding authorized personnel performing inspection I; (w d tpecial Inspeor inspection log for each building must be displayed In a convenient location on the site for r Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Buildfig , musi be performed by the County. The Village building Inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon cmmpletion of the work under each Building Permit I will submit to the Building Inspector at the time of final Inspection the Completed inspection log form and a sealed statement indicating that to the best of.my knowledge, belief and rtions of the project outlined above meet the intent of the Florida Building Code and are In profe�sff'��stm`,�al� !� Pr j 9 su : �1 ipproved plans. �" EngineedArchitect o a P Name , K �y S , Address 2*< 19/00< -r /6 )5� /--1- 33, ,4v ®� OF 0- /2- o s Phone No. OR N0iNVA1_ STATE OF (FLORIDA) COUNTY OF (DADE) Miami shores Village Building Department SURVEY AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 T » undersigned Affiant t�. V-4 g oes hereb y atest that (P op/erty owner) The attached survey, performed by —M " ` V 1 r� 51P1 n ®S -C A r�C( � J�l t (Name of surveyors company) '� For address:,�� Performed on 24 2112(date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Vlliage to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Afflant further understands that the existence of any such structures may affect final Inspections as applicable to this or other permits. F r, Afflant say e n � ht Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of Afflant Is —f�fprsonally known 0 me, _�rodutred as identification. F�51W DLGA L. CRUZ tary Pub lic -State of Floridad�Comm. Expires Sep 23, 2013 Commission # DD 894805 ded Through National Notary Assn. Nary Rid on 500 Revised on 6h2�9 s j U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-M Federal Emergency Management Agency I Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For Insurance Company Use:' A 1 Building Owner's Name DIRK AND ELIZABETH PETERSON Policy Number ` A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Comparty NAIC- Numbbr 1350 N.E. 101 STREET City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT BLOCK 1 MIAMI SHORES BAY PARK ESTATES PLAT BOOK 55 PG. 83 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25"5705" Long. W80°1V13" Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at feast 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2823 sq it a) Square footage of attached garage 400 sq it b) No. of permanent flood openings in the erawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 13 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b 2.560 sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMi SHORES / 120652 MIAMI -DADS I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index 137. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 1208600306 L Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/11/2009 9/1112009 AE / VE 9111 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 9 FIRM ❑ Community Determined ❑ Other (Describe) B11. indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date WA ❑ _CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1, Building elevations are based on; ❑ Construction Drawings" ❑ Building Under Construction` ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2 Elevations -Zones Al A30, AE, AH, A (with BFE), VE, VI 430. V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below aecerding to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BaVerticat Datum N.G.V.D.1929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawispace, or enclosure floor) 8.94 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 8.d4 - ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) 7.00 ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 8.96 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 6411 feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 5.84,4 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 6_.2_5 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N.A. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed -and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I car* that the infomratbr; on this Cerf mate 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 licensed land surveyor? ® Yes ❑ No Certifier's Name MIGUEL ESPIN A License Number 5101 Title P.S.M. ' r Company Name MIGUEL ESPINOSA LAND SURVEYING. INC. Address 1WOVIgOSTWWAITE3210 / City MIAMI State FL 1350 N.E. 101 STREET MIAMI SHORES, FL 33138 Pam. NO. 5104 WT'JA10 YiM4=" ARNWIM EWCrRW= --Gd %M Nri� Tw %NAP M XI7 •Q+tLO MNwT TWSCrcvVUn AM 1HW0MW.AL RkGM SM CF al.=V=0+aMMfM MDUAemea Survey. A -26163 m LU V m Notes: CONCRETE ENCROACHES ALONG REAR LOT LINE. MIGUEL ESPINOSA LAND SURVEYING, INC. 10885 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740 -3319 FAX (305)669 -3190 LB* 6463 Accepted By: < -- Page 1 of 2 Not valid Without all pages. V- AM Wd .mo t -�4 `, `4y ~ 0 R zi t �y f !/ �►i , ,1i7 t'�■'.i.lM' II1 Ill ` „ i ■'I�lil�l�`I °R . mwiimzxe 1350 N.E. 101 STREET MIAMI SHORES, FL 33138 Pam. NO. 5104 WT'JA10 YiM4=" ARNWIM EWCrRW= --Gd %M Nri� Tw %NAP M XI7 •Q+tLO MNwT TWSCrcvVUn AM 1HW0MW.AL RkGM SM CF al.=V=0+aMMfM MDUAemea Survey. A -26163 m LU V m Notes: CONCRETE ENCROACHES ALONG REAR LOT LINE. MIGUEL ESPINOSA LAND SURVEYING, INC. 10885 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740 -3319 FAX (305)669 -3190 LB* 6463 Accepted By: < -- Page 1 of 2 Not valid Without all pages. V- AM Wd .mo t -�4 `, `4y ~ 0 R zi t 1350 N.E. 101 STREET MIAMI SHORES, FL 33138 Pam. NO. 5104 WT'JA10 YiM4=" ARNWIM EWCrRW= --Gd %M Nri� Tw %NAP M XI7 •Q+tLO MNwT TWSCrcvVUn AM 1HW0MW.AL RkGM SM CF al.=V=0+aMMfM MDUAemea Survey. A -26163 m LU V m Notes: CONCRETE ENCROACHES ALONG REAR LOT LINE. MIGUEL ESPINOSA LAND SURVEYING, INC. 10885 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740 -3319 FAX (305)669 -3190 LB* 6463 Accepted By: < -- Page 1 of 2 Not valid Without all pages. Surveyors Legend STRUCTURE FAIR iOUtJp RtON PIPE / ® COHC. BLOCK WALL PIN AS NOTED ON PlA7 R.R. BEARING REFERENCE TEL TMEPNOME FACUIRES D —X —X— CHAIM -UNX FENCE OR WME TERM Le# LICENSE / - BUSINESS CENTRAL ANGLE OR DELTA U.P. UTILITY POLE R —�Hf— WOOD FENCE LS# LICENSE # - SURVEYOR RADIUS OR RADIAL E.U.R. ELECTRIC UTILITY BOX WON FD= CALC CALCULATED POW BAD. RADIAL TM SEP. SEPTIC TANK N.R. M ON RADIAL O.F. GRAINFIELD - - -- EASEMENT SET SET PIN TD'• TYPICAL A/C AIR COHDRIWNER CENTER IR�II ♦ CONTROL POW MR am ROD S/W SIDEWALK !, ® WOOD DECK CONCRETE MONUMENT I.P. IRON PINE DWT' DRIVEWAY RENCNIIARK NLLD MAO. & 01St( SEW. SCREEN CONCRETE ELEV ELLVATCN PK MAO. PARKER -NALON MAO. OAR GARAGE ® ASPHALT P.T. PORT OF TANOFNCY D.K WRUL MOLE END. ENCLOSURE P.C. POINT OF CURVATURE ® WELL N.T.S. NOT TO SCALE MOOK / THE P.R.M. PERMANENT REFERENCE MONUMENT ® FIK HYDRANT F.F. FINN6HEp F100R WATER P.C.C. Point OF COMPOUND CURVATURE ® M.H. MANHOLE T.O.B. TOP OF BANX P.R.C. POINT OF REVERSE CURVATURE O.N.L. OVERHEAD LAOS LO.w. EDGE OF WATER A... -- -- APPROXIMATE EM OF WATER P.0.8. POW OF BEGINNING rx TRANSFORMER E.O.P EOOE OF PAYEIIEPI, P.O.O. PODS Or COMMENCEMENT �� AREA CATY CABLE TV RISER C.V.O. CONCRETE VALLEY GUTTER P.C.P. PERMANENT CONTROL POINT �^ TREE M W.M. WATER METER- B.B.L BWLDW SETBACK LONE FIELD MEASURED POWER POLE P P/E POOL. EN S.T.L. SEATER TE NINE PLATTED IEA4UREIff.NT OJO CATCH BASIN O SLAG CONC. CONCRETE SEAR q CENTER 101E DEED ESMT EASEMENT R/W RIGHT-OF-WAY C.U.E. COUNTY UNUTY EASEMENT C CALCULATED O.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT LE. /LL INGRESS / EGRESS EASEMENT LM.L LAKE OR LANDSCAPE MAINT. EM. L.B.E. LANDSCAPE BUFFER EASEMENT CANAL U.L UTILITY EASEMENT R.O.E. ROOF OVERHANG EASEMENT C.M.L MAINTENANCE EASEMENT LAC LIMITED ACCESS EASEMENT A.E. ANONOR EASEMENT 1350 N.E. 101 STREET MIAMI SHORES, FL 33138 General Notes: Lt1fiY }E N ;. p id i p 1. The Legal Description used to perform this survey was supptled by �_ "4� T others. Thle survey dose not determine or is not to kpiy ownership. A -; a 2. This survey only shows above ground improvenrer�. Undwground botinge, uIllities, or oncroadwwris are not boated on this survey map. T T S 3. If ttwe le a sepfic tank, wweH, or drain field on thts survey, the boallon p of such terns was shown to us by others and the inlonrmfion was not p verified. N q 8 4. Bxeminalim of the abound of tilt will h� to be nhade to detenrlro recorded Irretrumerds, t property. The lends shown herein C were not abstracted for easernent or other reoorded ermonbranose not M A shown on the plat A L 5. Wan tti� are done to the face of the wan. P , - �° E S. Fame owner ft le not detennined. R 7. Bea ft$ referenced to line noted B.R. 8. Dimensions shown are plated and meemsed unless otherwise Community Number. MiAMISHORESVILLAGEJ120662 shown. g. No Identification found on property confers unless nowt. 10. Not valid unt eseeeeled with #0&agft surveyors embossed asal Panel Number. 12086CO306L 11. Boundary survey means a drawing and/or graphic represeradion of Suffbc: L the sunray work perfomred In the field, could be drawn at a shown scale and/or rot to scale. Date of Firm Index: 9/1112009 1122.Ek"Itons 9 shown are based upon NGVD 1928 unless otherwise Flood Zone: AE / VE n. 13. This is a BOUNDARY SURVEY unless otherwise noted. Base Flood Elevation: 9/11 14. This survey Is exchreNe for the use of the parties to whom t is entfled. The certifications do not adend to any unnamed parties. Date of Field Work: =812012 Date of Completion: 3/1/2012 effed FLORIDA, /NC., OLD REPUBLIC NATIONAL NEY'S TITLE FUND =INSURANCE ERVICES, LLC, REGIONS BANK, D/B/A Rassigns as their r r _ Aga p n: LOT H EREOF AS RECORDED IN PLAT BOOK 55, PAGE 83, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA PRINTiNC INsurvey GTny Acrobat He viewing the survey in any Acrobat Reader, select the ESPINOSA LAND SURVEYING, INC. File Drop -down and select "Print 105 SW 190TH STREET elect a color printer, If available, or at least one with 8.5° x SUITE 3110 14' paper. MIAMI, FL 33157 elect ALL for Print Range, and the # of copies you would like PHONE: (305) 740 -3319 o print out nder the 'Page Scaling" please make sure you have FAX 305 689-3190 ( ) elected °None.° LB#: 6463 o not check the "AutoRotate and Center" button. - - heck the 'Choose Paper size by PDPcheckbox. lick OK to Print Survey: A-26163 Page 2 of 2 Not valid without all pages. OCT 192012 K A D E R A B E K COMPANY . Geotechnical Engineering • Foundation Engineering Construction Materials Testing • Soil Borings /Monitor Wells Thomas q. Kaderabek, P.E. Barry R. oldsteln, P.E. March #,,2012 Dirk & Lisa Peterson 1350 NE 101 gt Street Miami. Shores, Florida 33138 9565 NW 40th Street Rd. Phone: 305/666 -3563 Miami, Florida 33178 Fax: 305/666 -3069 Re: Additional Foundation Recommendations roposed Residential Modifications & Additions 350 NE 101st Street Miami Shores, Florida KACO Project No. 12109 Dear Dirk & Lisa Peterson: kaderabek Company (KACO) submitted a Report of Subsurface Exploration & Geote hnical Engineering dated 02/29/12 for the above referenced project. !Based on information provided by Mr. Victor Bruce (Architect) of A &I Associates, Inc. and Ms. Ai ee Rodriguez, P.E. of Skyrock Engineering, we understand the house is located in a flood zone nd they requested pile foundation recommendations. We provide the foll recommendations based on the data collected at this site and our understanding of th s onstruction. If the size, location, or type of structural loads changes we s a ise f these changes in writing so that we can review and possibly modify the rec m at s p e ted below. Based upo h o rovided to KACO, the results of our field exploration program, it is our opinion nd n loads can be transferred to the limestone layer via a pile foundation syste en that all new structural loads from walls, columns, decks, porches, slabs o r rces be supported on piles. We recommend that auoercast piles be used 1. Geotechnical site preparation for construction should consist of removal of all topsoil and underground utilities for the proposed building area. Deleterious materials (e.g. ' trees /shrubs /low vegetation, major root systems, buried utility conduits, drainage trenches, buried structures and rubble) should be removed in their entirety from beneath the proposed areas of development. a Dirk & Lis Peterson 1350 NE 1.013' Street, Miami Shores Peterson Residence Additions March 20, 2012 Page 2 KACO Project No. 12109 2. Column and wall loads for the structure can be supported on augercast piles. Augercast pil s installed for this project should have the tip elevations shown below. The following all =ble pile capacity and grout strength is recommended: 3. U 5 Pile Diameter (inches) 14 Working Compression Capacity (tons) 35 Working Tension Capacity (tons) 15 Working Lateral Capacity for Vertical Pile (tons) 3 Minimum Pile Tip Elevation (ft, NGVD -15 Required Pile Grout Strength (psi) 5,000 Augercast piles which resist tension and lateral forces should be reinforced over their entire length. Augercast pile reinforcing should be designed by the Structural Engineer to resist the tension and lateral forces applied to the pile systems. In addition, if the pile is not r enforced over the entire length, we recommend a single No. 7 bar should be installed the f�ll length of the pile to verify pile diameter continuity. The lateral capacities provided are based on a fixed head condition with resisting forces acting at the pile heads. Capacities are based solely on stresses mobilized in the subsurface materials. Lateral capacity design values assume that the pile heads and caps are fully surrounded by soil and can safely translate horizontally about 3/8 inch. I i is our opinion that a load test is not needed for the pile capacities provided in this Report. In addition, it has been generally locally accepted that for a pile capacity of less than 35 tons, no load test is has been required. We recommend that the local building official be onsulted to verify their requirements. Piles should be installed at a minimum center to center spacing equivalent to 3 pile diameters. Augercast piles should be installed within 3- inches of specified plan location. ugercast piles should be installed within 2% of vertical or batter line. minimum grout factor for each pile, the actual volume of grout used to construct the pile over the theoretical volume of the pile shall be at least 15 percent (note that grout factor ignifcantly greater the 15 percent are likely). We note that due to the very loose sand /silt Mayers above the rock, the grout factor may be higher than usual. We recommend that I djacent piles within 6 feet not be installed until grout has set. f 7. Computer modeling should use a pile vertical spring constant of 750 kips per inch for the piles. The vertical spring constant is the working pile load divided by the expected pile compression and is based on our experience and a review of pile load test data. i KADERABEK COMPANY Dirk & Lis Peterson March 20, 2012 1350 NE 101St Street, Miami Shores Page 3 Peterson Residence Additions KACO Project No. 12109 i 8. We estimate the pile supported structures will result in total settlements of about 1/2-inch. C nsidering the cohesionless nature of the soils present at this site, we predict settlements wi I occur coincidental with the application of the building dead and live load. We also pr dict that differential settlement will be about one -half the total settlement and will occur between the center and edge portions of the structure. 9. We note that floor slab design should consider the new flood zone. 10. T e Geotechnical Engineer (KACO) must observe the pile installation to verify our design assumptions and in accordance the Florida Building Code. T is consulting Report has been prepared for the exclusive use of the current project owners, and other members of the project design team for the specific application to this project. This Report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. I the event changes are made in the nature, design, or locations of the proposed commercial construction, the conclusions and recommendations contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by KACO. We should be provided the opportunity to review final foundation specifications and review foundation design drawings, in order to ascertain whether our recommendations have been properly implemented. If we are not afforded the opportunity to participate in construction related aspeetsof foundation installation as recommended in this Report, then we can accept no responsibility for the foundation performance. We have appreciated the opportunity to continue providing geotechnical consulting services on this project. If you have questions about information contained in this Report, please contactlthe undersigned. ERABEK OM AN ra® 51641 s STATE OF ' ol• Vice P si ent 9VOA, o R, ®�.�,��6v Florida (License o. 51641 `��l ®NAL Distribution: 4 Copies to Addressee via U.S. Mail Copy to Addressee via Email Iisavp20034- yahoo.com Copy to Victor Bruce via Email vbruce(a)-ai- associates. net Copy to KACO File 12109- 12e1�n Residence- Bruce -Miaml Shores -Pile Recommendation -03 -20.12 e KADERABEK COMPANY KADE ABEK COMPANY Q T 192012 - Geotechnical Engineering -' Foundation Engineering - Construction Materials Testing - Soil Borings /Monitor Wells Thomas .J. Kaderabek, P.E. 9565 NW 40th Street Rd. Barry R. oldstein, P.E. Miami, Florida 33178 February 29, 2012 Dirk & Lisa Peterson 11350 NF 1 01 6' Street Miami ores, Florida 33138 Re: tepposed ort of Subsurface Exploration & Geotechnical Engineering Residential Modifications & Additions 350 NE 101"' Street Miami Shores, Florida I<ACO Project No. 12109 Dear Dirk & Lisa Peterson: Phone: 305/666 -3563 Fax: 305/666 -3069 K aderabek Company (KACO) submits this Report in fulfillment of the scope of work described in our Proposal No. 12 -109. The work on this project was authorized by acceptance of our Professional Services Agreement. This Report describes our understanding of the project presents our evaluation, and provides foundation design and construction recommendations. ECWTPJE SUMMARY ®T he existin residential will be modified by adding new second level to a portion of the existin1 -lev r idence. Ground surface elevations are estimated to be about +5 feet NGVD. Grou i were explored with 2 -hand auger borings and one SPT boring. The f s surf conditions were discovered: r of thick layer of Sand & Limestone Fragments (Fill) 1- of thick layer of Limestone ' n rin evaluation performed for this project indicates the existing shallow 9 P foun s n be utilized to support the new second level, provided a bearing pressure of 3 ksf is no exceed. If new shallow foundations are needed they should be constructed to bear in compacted engineered fill. New shallow foundations can utilize an allowable bearing pressure of 3 k f. New ground floor slabs shall be constructed as slab -on- grade. Adding a second level ' of sta4 Icture to the existing foundations will cause about'/ -inch of new settlement. Dirk & Liss Peterson 1350 NE 101st Street, Miami Shores Peterson Residence Additions PROJEC INFORMATION February 29, 2012 Page 2 KACO Project No. 12109 Information about this project was received from Victor Bruce and consisted of a Site Plan sho`�ing the proposed second story addition. The existing 1 -level residence is about 36 Y b 72 feelt in plan view. The renovations of the existing 1 -level structure will consist of the following adding a new 2 -level addition, over a portion of the existing 1 -level structure. The new second level addition will measure about 45 by 25 feet. It is expected that all structural loads from the new renovations will also be supported on shallow foundations; if the soil study confirms this is technically feasible. No new fill soils are expected related to the new construction. Below ground excavations will be limited to those necessary for foundation construction, a depth of about 2 feet. Victor Bruce has the drawings for the existing structure, and reports wall foundations are shallow footings which are 24 inches wide and 10 inches thick. A 12 inch tall stem wall protrudes from the foundation to create a crawl space. We understand that Victor Bruce and T�e purpose of our services on this project was to explore the subsurface conditions and to provi a recommendations for foundation design and construction. FIELD ilESTS the subsurface conditions were explored using 2 -hand auger borings and 1 SPT boring. The test locations were approximated by engineer personnel from our office using a survey wheel and measuring from existing features shown on the furnished Site Survey. The approximate test locations are shown in the appended Drawing No. 2. Hand auger borings were advanced until refusal was encountered; or a depth of 1 foot was reached. TP test borings were advanced to depths of approximately 20 -feet below existing site grades. The standard penetration test was used as the investigative tool within the borings. Penetration tests were performed in substantial accordance with ASTM Procedure D -1586, "Penetration Test and Split - Barrel Sampling of Soils." This test procedure drives a 1.4 -inch I. D. split -tube sampler into the soil profile using a 140 -pound hammer falling 30 inches. The number of blows required to drive the sampler the second and third 6-inch increments is the soil N -v lue, in blows per foot, and is an indication of soil strength. The soil samples recovered from th soil borings were classified and stratified by a geotechnical engineer: The results of the cla sification and stratification are shown in the appended Record of Test Boring. It should be noted that soil conditions may vary between the strata interfaces which are shown. KADERABEK COMPANY ' Dirk & Lisa Peterson February 29, 2012 1350 NE 101'd Street, Miami Shores Page 3 ' Peterson Residence Additions KACO Project No. 12109 LOCAL GEOLOGY /SUBSURFACE CONDITIONS Miami -Dade County is located on the southern flank of a stable carbonate platform on which thick deposits of limestones, dolomites and evaporites have accumulated. The upper two hundred feet of the soil profile is composed predominantly of limestone and quartz sand. These sediments were deposited during several glacial and interglacial stages when the ocean ' was at elevations higher than present. In many portions of Miami -Dade County, surface sand deposits of the Pamlico Formation are encountered. The Pamlico sands have a thickness of 2 to 5 feet and overlie the Miami Limestone. In western Miami -Dade County, portions of the ' Everglades Region interfinger with the Pamlico sand. The Everglades soil consists of peat and calcareous silt (marl). The Miami Limestone is a soft to moderately hard, white, porous to very porous, sometimes sandy, oolitic calcareous cemented grainstone. The Miami Limestone outcrops in portions of Dade County. The Miami Limestone has a maximum thickness of about 35 feet along the Atlantic Coastal Ridge and thins sharply near the coastline and more gradually in a westerly direction. The Miami Limestone was formed about 130,000 years ago at a time when the sea level was twenty -five feet higher than it is today. This environment facilitated formation of concentrically layered sand sized carbonate grains called oolites. These grains formed by repeated precipitation of calcium carbonate around the nucleus of a sand or shell grain. The Miami Limestone is underlain by the Fort Thompson formation. The Fort Thompson Formation includes sand, sandstone and limestone. The Fort Thompson Formation is wedge shaped, having a thickness of about sixty feet in the Miami area and thinning to a thickness of about ten feet in western Miami -Dade County. The upper reaches of the Fort Thompson Formation contain non- cemented sand having a thickness ranging from five to twenty -five feet. The remainder of the formation consists of coralline limestone, quartz sandstone, sandy limestone and freshwater limestone. The type of material within the formation and the degree of cementation is variable with lateral extent and depth. Within the Miami -Dade County area, the Fort Thompson Formation is underlain by the Tamiami Formation. The Tamiami Formation consists of sands, silts and clays and sometimes fossiliferous limestone. The upper portions of the Tamiami Formation are permeable and make up the lower Biscayne Aquifer. This formation ranges in thickness from zero to three hundred feet in South Florida. The field tests performed for this project disclose subsurface conditions which are consistent with the geology described above. Generally, a limestone formation is present within 9 feet of the ground surface. The average consistency of the naturally occurring limestone is medium hard. The detailed subsurface conditions are presented graphically in the attached Generalized Subsurface Profile and in more detail on the Record of Test Boring. SoUft KADERABEK COMPANY Dirk & Lisa Peterson 1350 NE 101st Street, Miami Shores ' Peterson Residence Additions GROUNDWATER HYDROLOGY February 29, 2012 Page 4 KACO Project No. 12109 Two principal aquifer systems have been defined in Miami -Dade County, the Floridian 'Aquifer and the Biscayne Aquifer. The depth of the top of the Floridian Aquifer, locally, is approximately 1,000 feet with the base occurring at approximately 3,700 feet. The Biscayne Aquifer varies in thickness and is the primary source of potable water in Miami -Dade County. The maximum aquifer thickness of approximately 200 feet occurs along the Atlantic Coast in northeast Miami -Dade County. Primarily, the aquifer is recharged by local rainfall. Aquifer discharge occurs principally by evapotranspiration, pumping for public water supply, and general unrestricted flow into the ocean. The aquifer, however, is regulated by the South Florida Water Management District through a network of natural rivers and man -made canals to maintain a degree of consistency in the groundwater level. Unusual conditions, such as hurricanes and extended drought periods, may result in uncontrolled large scale fluctuations of the groundwater level. The SPT boring indicates the groundwater is present at a depth of about 4-feet below grade or about elevation +1 feet NGVD. EVALUATION We have used information from our field tests, our past experience, and correlation's to published literature to estimate engineering properties for the various soil strata encountered on this project. We have subdivided the subsurface profile into a variety of strata for the purpose of our evaluation. Engineering properties are estimated in the table below. ESTIMATED ENGINEERING PROPERTIES PETERSON RESIDENCE KACO PROJECT NO. 12109 ' ELEVATION AVERAGE VARIATION, SPT N VALVE MODULUS SOIL/ROCK FEET..NGVD BLOWS /FOOT VALUE. KSF DESCRIPTION ' +5 to -4 11 350 Sand & Limestone(Fill) -4 to -15 15 8,000 Limestone ' A foundation must meet three requirements for successful design and construction: bearing capacity, settlement, and environmental factors. Shallow foundations are initially considered because of their relative economy. If shallow foundations do not meet allowable design requirements for bearing capacity, settlement and environmental factors, then deep foundations (piles) or soil improvement are considered. AC KADERABEK COMPANY r Dirk & Lisa Peterson 1350 NE 101st Street, Miami Shores Peterson Residence Additions February 29, 2012 Page 5 KACO Project No. 12109 The bearing capacity of a soil is its ability to support loads without plunging into the soil profile. Bearing capacity failures are analogous to shear failures in structural design and are usually sudden and catastrophic. Shallow foundations are designed so that columns do not plunge into the soil profile. Analytical techniques for soil bearing capacity estimation generally apply to sands, clays and silts. In a cemented deposit or rock formation, bearing capacity is evaluated using techniques such as factor of safety against punching shear failure, factor of safety against beam tension failure, and factor of safety against crushing. Foundation allowable bearing pressures and bearing elevations must be adjusted so as to provide margins of safety against bearing capacity failure. Another requirement of a shallow foundation is the ability of the structure to tolerate the predicted settlement. The following parameters are necessary in order to estimate settlement: footprint bearing pressure, stress reduction factor, thickness of each compressible underlying stratum, modulus of each stratum, and foundation dimensions. The allowable amount of settlement that a structure may tolerate is dependent on several factors including: uniformity of settlement, time rate of settlement, structural dimensions and properties of the structural materials. Generally, total or uniform settlement does not damage a structure but may affect drainage and utility connections. These can generally tolerate movements of several inches for building construction. In contrast, differential settlement affects a structure's frame and is limited by the structural flexibility. Many designers are unwilling to accept any settlement and for this reason select a deep foundation system. However, choosing a pile system is not a guarantee against settlement; many pile systems have undergone significant settlement. A common criteria (Reference 6) for allowable settlementis to limit differential settlement to 1/300 of the span length which would be 1.2 inches for a 30 foot span. Considering the above discussion, it appears prudent to limit structure differential settlement to 1/300 of the span length (about 1 -inch for 30 foot spans) and to design for a maximum total settlement of 3 inches. This criteria is consistent with the guidelines of Reference 6 The final requirement of a shallow foundation is to resist environmental factors such as soil freezing, soil swelling, hurricane scour, sinkholes or soil freezing. In our professional opinion the environmental factors listed have a low probability of occurring. We have considered the use of shallow foundations for support of 1 to 2 -level construction on this project. The engineering evaluation performed for this project indicates shallow foundations transferring building loads to the fill layer will result in total settlements of 'f inch for a 1 to 2 -level structure. Differential settlements will be a result of changes in applied load and the variations in subsurface conditions. We estimate differential settlement will be about one -half the total settlement and occur over a distance of 30 feet. Since the soil is granular, we expect settlements to occur coincidental with the application of the structural load. DC^� KADERABEK COMPANY Dirk & Lisa Peterson 1350 NE 101'J Street, Miami Shores Peterson Residence Additions February 29, 2012 Page 6 KACO Project No. 12109 Shallow foundations should be constructed to bear a minimum of 12- inches below finished grade and constructed to bear on either the natural limestone formation or compacted engineered fill. Shallow foundations can utilize an allowable bearing pressure of 3 ksf with a factor of safety against bearing capacity failure of about 3. In summary, it is our professional opinion that shallow transferring building loads to the sand layer can be used to support the 1 to 2 -level concrete structure. Shallow foundations should be constructed to bear a minimum of 12 inches below finished grade and bear on either the naturally sand or compacted fill. RECOMMENDATIONS The recommendations provided below are based on the project information described in this Report, field test data, our evaluation as stated in this Report and our past experience with foundation engineering in Miami -Dade County Florida. If project information or design concepts change, we should be advised of these changes in writing, and should be provided with an opportunity to review our recommendations as presented in this Report. We provide the following specific recommendations for the proposed new residential additions to the structure located at 1350 NE 101s' Street, Miami Shores, Florida. 1. The existing shallow foundations can be used to support a new second level that will be added to the existing 1- level structure at this site, using a foundation bearing pressure of 3 ksf. Foundations should bear in the surface compacted granular fill. If new shallow foundations are required for portions of the construction, they should bear a minimum of 12 inches below existing site grade. Minimum footing width shall be in accordance with Florida Building Code. Shallow foundations can consist of strip foundations, isolated foundations beneath columns, or a mat foundation. A maximum average bearing pressure of 3 ksf can be utilized. We note that adding a second level of structure to an existing wall and foundation will cause about' /2 -inch of settlement. 2. Prior to construction site preparation and grading should be performed. This should consist of normal clearing and grubbing of surface vegetation, topsoil, construction remnants, and the removal of any deleterious materials encountered. 3. Following the site preparation recommendations listed above, ground floor slabs can be constructed as slab on grade construction. Ground floor slabs can be constructed to bear directly on the surface sand layer or on compacted fill. Grade slabs should be jointed at columns and walls, and throughout the slab, so as to minimize slab cracking. A vapor barrier, such as a plastic sheet, should be used beneath the slab. ^ � KADERABEK COMPANY Dirk & Lisa Peterson 1350 NE 101'd Street, Miami Shores Peterson Residence Additions February 29, 2012 Page 7 KACO Project No. 12109 4. If new fill soils which are placed to raise site grades, support construction, should consist of inorganic sand with less than 10% passing the number 200 sieve or crushed . limestone. Limestone fill should be well graded and have a maximum particle size of 3- inches. Fill soils should be compacted to 95% of modified proctor maximum dry density. Field density tests should be taken on each lift of fill, one test per 2,500 square feet so as to document the quality of fill placement. 5. Excavations for shallow foundations shall be observed by KACO prior to the placement of reinforcing steel and foundation concrete. 6. KACO should be provided the opportunity to review foundation plans and specifications so as to ascertain whether the intent of our recommendations have been included in the contract documents. REPORT LIMITATIONS This consulting Report has been prepared for the exclusive use of the current project owners, and other members of the project design team for the specific application to this project. This Report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. ■ In the event changes are made in the nature, design, or locations of the proposed commercial construction, the conclusions and recommendations contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by KACO. We should be provided the opportunity to review final foundation specifications and review foundation design drawings, in order to ascertain whether our recommendations have been properly implemented. If we are not afforded the opportunity to participate in construction related aspects of foundation installation as recommended in this Report, then we can accept no responsibility for the foundation performance. ' REFERENCES ■ 1. "Guidelines for Use in the Soils Investigation and Design of Foundations for Bridge Structures in the State of Florida," by John Schmertmann, Florida State Road Department, September 14, 1967. 2. Webb; D.L., Settlement of Structures on Sandy Sediments in Durban, South Africa, Conference on In -situ Behavior of Soil and Rock, Institute of Civil Engineers, 1969. ■ 3. Tall Silos on Soft Limestone, by T.J. Kaderabek, Symposium on Engineering Geology and Soil Engineering, Pocatello, Idaho, March 1982. ■ KADERABEK COMPANY ■ Dirk & Lisa Peterson February 29, 2012 1350 NE 101st Street, Miami Shores Page 8 Peterson Residence Additions KACO Project No. 12109 ' 4. Geotechnical Engineering for 3,200 Acre Development, ASCE, South Florida Section Annual Meeting, 1983, Cape Coral, Florida, prepared by T.J. Kaderabek. 5. Settlements Beneath Preload Test Fill, by Kaderabek and Reynolds, ASCE Volume 105, No. GT6, June 1979. 6. Foundation Engineering and Soil Mechanics by George Sowers, McMillan Publishing Co., New York, New York, 1979. 7. Miami Limestone Foundation Design and Construction, by Kaderabek and Reynolds, Journal of Geotechnical Engineering Division, ASCE, Volume 107, No. GT7, July 1981. ' 8. Kaderabek, T.J., Geotechnical Design Dade County Administration Building, ASCE South Florida Section Annual Meeting, October 1981. CLOSURE ' We have enjoyed the opportunity to providing geotechnical consulting services on this project. If you have questions about information contained in this Report, please contact the undersigned. Sincerely, KADERABE OMPANY (yam No. 26023 t�tV a STATE OF Tho erabek, P. E� „o..••�� Presiden �Rr D� Florida Li nse No 26023 Vicinity Map (A -1) Test Location Plan (A-2) Key to Symbols (A -3) Notes Related to Test Borings (A-4) Records of Test Borings (A -5) Records of Hand Auger Boring (A-6) Distribution: 4 Copies to Addressee Via U.S. Mail Copy to Addressee Via Email Iisayp20030- yahoo.com Copy to Victor Bruce Via Email vbruce@ai-associates.net Copy to KACO File File: KACO ReportsA2109 Peterson Residence -Bruce Miami Shores -Goo Rpt -02 -29-12 &Uft4c KADERABEK COMPANY AP KACODWG TITLE: KADERABEK COMPANY PROJ NAME: Geotechnical Engineering Construction Materials Testing Soil Borinas/Monitor Wells Ne,Q4,h St _ - r: l0 N=,ozoart t -n.i s�o�c .J M 93!h 5t a ` � Na 99th 5t qy . or'' � rW 98th 5> Vicinity Map Peterson Residence 12109 DATE:0212712012 111 11: 1 DWN BY: 16y& CKD BY: 57x APD BY i i 1 ! t! i z w w V] C> of t �r ca r. Legend -1 - - Soil Boring Test Location B - p - Hand Auger Excavation Location HA -1 CA ate' cy \ p 10-0 } ^z Notes: 1. Test locations are shown as approximate. 2. Test location symbols are not to scale. 3. Reference Drawing: provided by Miguel Espinosa Land Surveying, INC. LOT 3 Q� �,QC , ,z, LOT i UP 3.1 F-x r Kv��] KEY TO SYMBOLS Symbol Description Strata symbols LIMESTONE FRAGMENTS & SAND (POSSIBLE FILL) Is LIMESTONE Misc. Symbols s Water table during drilling Soil Samplers Standard penetration test. 140 lb. hammer dropped 30" Notes: 1. Exploratory were drilled on 02/08/2012 using a 4 -inch diameter rotary drill with wash, mud, and casing. 2. Free standing water was encountered at a depth of 4.0 feet (depth) feet once the boring was completed 3. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan. 4. These logs are subject to the limitations, conclusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the logs. A -3 1. 2. 3. 4. 5. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in ground water levels are common; consult report text for a discussion. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. The Record of Test Boring is subject to limitations, conclusions and recommendations presented in the report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 1116 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 Inches. SPT uses a 140 -pound hammer falling 30 Inches. 7. The N value from the SPT is the sum of the hammer blows required to drive the sampler the second and third 6 -inch Increments. 8. The soil/rock strata interfaces shown on the Record of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Record of Test Boring refer to conditions at the specific location tested; soll/rock conditions may vary between test locations. E1 RAiativp density for sands /gravels and consistency for silts /clays and limestone are described as follows: SPT Blows/ Foot Sand/Gravels Relative Density SPT Blows/ I Foot Slit/Clay Relative Consistency SPT Blows/ Foot Limestone Relative Consistent 0-4 Very Loose 0 -2 Very Soft 0 -20 very Soft 5 -10 11-30 31-50 Loose Medium Loose Dense 5-8 9 -15 Soft Firm Stiff 21-30 31-45 46-60 Soft Medium Hard Moderate) Hard Smaller than No. 200 sieve Large roots 160 very Stiff 61-50/2" Hard Over 50 Very Dense Over 30 Hard Over 5012" �� Ve Hard 10. Grain size descriptions are as follows: NAME SIZE LIMITS Boulder 12 inches or more Cobbles 3 to 12 inches Coarse Gravel 314 to 3 Inches Fine Gravel No. 4 sieve to 314 inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11. Definition related to adjectives used in soil/rock descriptions: PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE About 10% with a trace Less than 1132" Fine roots About 25% with some 1132" to 114" Small roots About 50% and 114" to 1" Medium roots Greater than V Large roots 4c A-4 KADERABEK COMPANY ' CBORING KADERABEK COMPANY PROJECT/LOCATION: Peterson Residence BORING NO: B-1 PROJECT NO: 12109 START: 02/08/2012 FINISH: 02/08/2012 WEATHER: Sunny BORING LOCATION: Refer to Test Plan Location DRILLER: D.Correa/R.J. DRILL: Mobil B-53 DRILL CONTRACTOR: Kaderabek Company ELEVATION (EST.):+ 5 feet NGVD GROUNDWATER: 4 feet (depth) DATE CHECKED: 02/08/2012 BORING METHOD: Rotary drill with wash, mud & casing FLUID LOSS: None NOTES: 'ELEV./ ' DEPTH SOIL SYMBOLS AND FIELD TEST DATA MAJOR SOIL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TES DEPTH N 10 CURVE 30 S 0 -io -zo -2S -30 Refer This It should oil s 3 s °2' °8' 4 3 203.2 . f S .R. 1 ....... 5 S ;° S B s is 7 s 7 as 30 3S to Notes and Legend on separate Record of Test Boring is part of not he assumed that chn d s Medium dense, light brown, with two inches of top soil Medium dense, light brown Very loose, light brown Medium dense,light brown Top of rock Very soft, light gray, with some sand - - Very soft, light gray, with some sand 3' S' 8'-10' 13-15' 1a' -20' 21 13 15 13 17 LIMESTONE FRAGMENTS SAND (POSSIBLE FILL) LIMESTONE sheet for additional information. the project Geotechnical Report "N- Value" ace a linear function. a ]2-1586 Leq 12roceedures. A -5 HAND AUGER BORING NUMBER: HA -2 DATE OF EXCAVATION: February 8, 2012 OBSERVED BY: D.Correa TERMINATION DEPTH, FEET: 1 DEPTH TO GROUNDWATER, FEET: NOT ENCOUNTERED DEPTH BELOW GROUND SURFACE. FEET SOIUROCK DESCRIPTION 0.0-0.3 Tan Brown SAND, one root Y2 -inch diameter 0.3-0.1 Tan LIMESTONE FRAGMENTS & SAND A -6 air An c: 1.219111ft KADERABEK COMPANY OCT 192012 ENERGY PERFORMANCE LEVEL ( ', DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 1350 NE 101 st Street, Miami Shores, FL, 33138- 1. New construction or eAsting 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'" Description a. U- Factor. Sgl, U =0.94 SHGC: SHGC =0.77 b. U- Factor. N/A SHGC: c. U- Factor. NIA SHGC: d. U- Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab-On -Grade Edge Insulation b. N/A / c. N/A I certify that this hoi Construction throug in this home before bas d on installed er Signature: N -� Addition 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 2128.00 ft2 Single - family b. Concrete Block - Int Insul, Adjacent R =5.0 336.00 ft 1 c. N/A R= ff2 4(1) d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R =19.0 2541.00 ft2 2541 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 430.00 ft2 a. Sup: RoomslnBlock1, Ret: RoomslnBlock1, AH: 1st 6 500 b. Sup: RoomslnBlock2, Ret: RoomslnBlock2, AH: 1s 6 500 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 15.9 SEER:16.00 b. Central Unit 14.2 SEER:16.00 ft2 9.500 ft. 0.770 Insulation Area 5�.0 2541.00 ft2 R= ft2 R= ft2 e has complied with the FIB the above energy saving f nal inspection. Otherwise, ode compliant features. Address of New Home: 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 14.8 COP:1.00 b. Electric Strip Heat 13.8 COP:1.00 14. Hot water systems - Replacement equipment a. Propane Cap: 1 gallons EF: 0.75 b. Conservation features None 15. Credits �a Energy Efficiency Code for Building Lures which will be installed (or exceeded) new EPL Display Card will be completed Date: City /FL Zip: Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software FORM 405 -10 FLORIDA ENERGY EF'F'ICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Peterson Residence Builder Name: Street: 1350 NE 101 st Street Permit Office: City, State, Zip: Miami Shores , FL, 33138- Permit Number: Owner. Mr Peterson Jurisdiction: Design Location: FL, Miami 1. New construction or existing Addition 9. Wall Types (2464.0 sqft.) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R =5.0 2128.00 ft' 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Adjacent R =5.0 336.00 ft' c. N/A R= ft, 4. Number of Bedrooms(Bedrms In Addition) 4(1) d. N/A R= II 5. Is this a worst case? No 10. Ceiling Types (2541.0 sgfL) Insulation Area a. Under Attic (Vented) R =19.0 2541.00 ft' 6. Conditioned floor area above grade (ft) 2541 b. WA R= ft' Conditioned floor area below grade (ft) 0 c. N/A R= fta 7. Windows(430.0 sqft.) Description Area 11. Ducts R ftz a. Sup: RoomslnBlock1, Ret: RoomslnBlock1, AH: 1 6 500 a. U- Factor: SgI, U= 0.94 430.00 fta b. Sup: RoomslnBiock2, Rat: RoomslnBlock2, AH: 6 500 SHGC: SHGC =0.77 b. U- Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 15.9 SEER:16.00 c. U- Factor. N/A ft' b. Central Unit 14.2 SEER:16.00 SHGC: d. U- Factor. N/A ft' 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 14.8 COP:1.00 SHGC: b. Electric Strip Heat 13.8 COPA.00 Area Weighted Average Overhang Depth: 9.500 ft Area Weighted Average SHGC: 0.770 14. Hot water systems - Replacement equipment 8. Floor Types (2541.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons a. Slab -On -Grade Edge Insulati R =0.0 2541.00 ft' b. Conservation features EF: 0.820 b. N/A None c. N/A R= ft' 15. Credits Pstat Glass/FloorArea- 0.169 To al Proposed Modified Loads: 48.71 !�1 PASS Tota Standard Reference Loads: 68.87 I hereby certify t at the plans and specification covered by this calculation in Review of the plans and �S14ES, III a e compliance with the Flori Energy specifications covered by this y( Code. calculation indicates compliance with the Florida Energy Code. = I "F - - PREPARED BY: Before construction is completed DATE: IV this building will be inspected for compliance with Section 553.908 m I hereby certify that this building, as dtv ed, s in compliance the Florida Florida Statutes. # with Energy Code.'Gp�t15 WE OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: r-l-r -.2, - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/2/2012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 7/212012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: Peterson Residence Bedrooms: 4 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 2541 Lot # Owner: Mr Peterson Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PWBook: Builder Name: Rotate Angle: 0 Street: 1350 NE 101 st Street Permit Office: Cross Ventilation: No County: Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single - family FL , 33138 - New/Edstlng: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter . Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1276 10208 2 Block2 1265 10120 SPACES, Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1276 10208 Yes 2.00865800 1 1 Yes Yes Yes 2 RoomslnBlock2 1265 10120 No 1.99134199 3 2 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 186 ft 0 1276 ft2 0.2 0 0.8 2Slab -On -Grade Edge Insulatio RoomslnB1ock2 162 ft 0 1265 ft2 _ 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2678 ft2 422 ft2 Light 0.96 No 0.9 No 0 18.4 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2541 ft2 N N 7/212012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 7!2!2012 2:01 PM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 19 1276 ft2 0.11 Wood 2 Under Attic (Vented) RoomslnBlock2 19 1265 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 41811 Type- Ft In Et In Area R--Vahle Fraction Ahsor 0 1 N Exterior Concrete Block - Int Insf800msInBloc 5 12 0 8 0 96 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int InsfRoomsInBlac 5 32 0 8 0 256 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int InsFdoomsinBloc 5 39 0 8 0 312 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int InsfdoomsInBloc 5 41 0 8 0 328 ft2 0 0 0.5 0 5 W Garage Concrete Block - Int InsfdoomsInBloc 5 42 0 8 0 336 ft2 0 0 0.01 0 6 N Exterior Concrete Block - Int InsfloomslnBloc 5 38 0 8 0 304 f12 0 0 0.5 0 7 S Exterior Concrete Block - Int InsiRoomslnBloc 5 38 0 8 0 304 ft2 0 0 0.5 0 8 E Exterior Concrete Block - Int InsfRoomsInBloc 5 44 0 8 0 352 ft2 0 0 0.5 0 9 W Exterior Concrete Block - Int Ins1RcomsInBloc 5 22 0 8 0 176 ft2 0 0 0.5 0 DOORS # Omt Door Type Space Storms U -Value Width eightln Area Ft In Ft 1 N Wood RoomslnBloc Wood 0.29 3 4 6 8 22.22222 2 W Wood RoomslnBloc Wood 0.29 3 4 6 8 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 0.94 0.77 N 20 ft2 9 ft 6 In 0 ft 0 in HERS 2006 None 2 S 2 Metal Single (Clear) Yes 0.94 0.77 N 66.25000 9 ft 6 in 0 ft 0 In HERS 2006 None 3 E 3 Metal Single (Clear) Yes 0.94 0.77 N 75.25000 9 ft 6 in 0 ft 0 In HERS 2006 None 4 W 4 Metal Single (Clear) Yes 0.94 0.77 N 35.83333 9 ft 6 In 0 ft 0 in HERS 2006 None 5 N 6 Metal Single (Clear) Yes 0.94 0.77 N 80 ft2 9 ft 6 In 0 ft 0 in HERS 2006 None 6 S 7 Metal Single (Clear) Yes 0.94 0.77 N 103.8333 9 ft 6 in 0 ft 0 in HERS 2006 None 7 E 8 Metal Single (Clear) Yes 0.94 0.77 N 35.83333 9 ft 6 in 0 ft 0 in HERS 2006 None 8 W 9 Metal Single (Clear) Yes 0.94 0.77 N 13 ft2 9 ft 6 in 0 ft 0 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 ft2 31 ft 8 ft 4.1 7!2!2012 2:01 PM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 7/2/2012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces 2 BySpaces Best Guess Best Guess 0.000507 0.000507 1697.7 93.203 175.28 0.3499 9.9788 1683.1 92.399 173.77 0.3499 9.9788 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Strip Heat Electric Strip Heat None None COP: 1 14.8 kBtu/hr 1 COP: 1 13.8 kBtu/hr 2 sys #1 sys #2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 15.9 kBtu/hr 360 cfm 0.75 1 SEER: 16 14.2 kBtu/hr 360 cfm 0.75 2 sys #1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.7544 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS # — Supply — Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF HVAC # Heat Cool 1 2 RoomslnBloc 6 500 ft2 RoomslnBloc 6 500 ft2 RoomslnBloc 100 ft2 DSE =0.88 1st Floor C 0.0 cfm 0.00 % 0.00 0.60 RoomslnBloc 100 1`12 DSE =0.88 1st Floor C 0.0 cfm 0.00 % 0.00 0.60 1 1 2 2 7/2/2012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 7/2/2012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X] Jan Heating Jan [X] Feb Feb [X] Mar Mar (X] Apr Apr [X] May May [X] Jun Jun [X] Jul Jul [X] Aug Aug Aug [X] Sep Sep Sep [X] Oct [[XX]] Oct Oct [X] Nov [[xXl] Nov Nov [X] Dec [[Xx)] Dec Dec Venting [Lxx]] Jan [Cxx11 Feb [Cxx]] Mar [CxX11 Apr [Cxx]1 May [Lxxl] Jun [Lxx]] Jul [[xX]] [CxX]] Thermostat Schedule: HERS 2006 Reference Hours 7 8 9 10 11 12 Schedule Type 1 2 3 4 5 6 Cooling (WD) AM 80 80 78 78 78 78 78 78 78 78 80 8 78 Cooling (WEH) M PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) PM 68 66 8 66 8 68 66 8 68 68 68 68 68 66 66 7/2/2012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1350 NE 101 st Street PERMIT* Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfmisq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, / programmable thermostat is required. Heat pumps with supplemental f electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker / (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. ventilation No make -up air from attics, crawlspaces, garages or outdoors adjacent f to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP =4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings /knee walls 405.2.1 R -19 space permitting. 7/212012 2:01 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 Building Input Summary Report 7/212012 2:02 PM EnergyGauge® / USRFSB V3.0 Page 1 of 5 PROJECT Title: Peterson Residence Bedrooms: 4 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. Mr Peterson Conditioned Area: 2541 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PWBook: Worst Case: No Street: 1350 NE 101 st Street Builder Name: Rotate Angle: 0 County: Dade Permit Office: Cross Ventilation: No City, State, Zip: Miami Shores, Jurisdiction: Family Type: Single - family Whole House Fan: No FL , 33138 - New/Exisfing: Addition Terrain: Suburban Year Construct: 2012 Shielding: Suburban Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range Location FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit 0 0.1144 Electricity kWh Florida Average 0 1.7386 Natural Gas Therm Florida Average 0 1.1 Fuel Oil Gallon EnergyGauge Default 1.4 Propane Gallon EnergyGauge Default 0 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft 0 f Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 1st Floor 1 186 ft 0 1276 ft2 -- 0.2 0 0.8 2 Slab -On -Grade Edge Insulation 1 st Floor 11 162 ft 0 1265 ft2 ____ 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Materials Area Area Color Absor. Tested Tested Insul. (deg) # Type 1 Gable or shed Composition shingles 2678 ft2 422 ft2 Light 0.96 No 0.9 No 0 18.4 7/212012 2:02 PM EnergyGauge® / USRFSB V3.0 Page 1 of 5 Building Input Summary Report ATTIC Ventilation Vent Ratio (1 in) Area RBS IRCC # Type 1 Full attic Vented 300 2541 ftz N N CEILING Space R -Value Area Framing Fraction Truss Type # Ceiling Type 1st Floor 1 19 1276 ftz 0.11 Wood 1 Under Attic 0 1st Floor II 19 1265 ftz 0.11 Wood 2 Under Attic 0 WALLS Walt orientation below Is as entered. Actual orientation is modified by rotate angle shown in "Pro ect" section above. c ent Adiac Cavity Width Space Ft In Height Ft In Sheathing Framing Solar Below Area R -Value Fraction Absor. Grade% # Omt Wall Type R -Value 0 0 0.5 0 1 N Exterior Concrete Block- Int Insul 1st Floor 1 5 12 0 8 0 96 1`12 2 S Exterior Concrete Block- Int Insul 1st Floor 1 5 32 0 8 0 256 ftz 0 0 0.5 0 3 E Exterior Concrete Block- Int Insul 1st Floor 1 5 39 0 8 0 312 ftz 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul 1 at Floor 1 5 41 0 8 0 328 ftz 0 0 0.5 0 5 W Garage Concrete Block - Int Insul 1st Floor 1 5 42 0 8 0 336 ftz 0 0 0.5 0 6 N Exterior Concrete Block - Int Insul 1 st Floor II 5 38 0 8 0 304 ftz 0 0 0.5 0 7 S Exterior Concrete Block- Int Insul 1st Floor 11 5 38 0 8 0 304 ftz 0 0 0.5 0 8 E Exterior Concrete Block - Int Insul 1 st Floor II 5 44 0 8 0 352 ftz 0 0 0.5 0 g W Exterior Concrete Block - Int Insul 1st Floor li 5 22 0 8 0 176 ftz 0 0 0.5 0 DOORS Width Height # Omt Door Type Space Storms U -Value Ft In Ft In Area N Wood 1st Floor I Wood 0.29 3 4 6 8 22.22 ftz 1 2 W Woo 1st Floor I Wood 0.29 3 0 7 0 21 ftz WINDOWS Overhang Wall Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening # Omt ID Frame Metal Single (Clear) Yes 0.94 0.77 N 20 ftz 9 ft 6 in 0 ft 0 in None None 1 N 1 S 2 Metal Single (Clear) Yes 0.94 0.77 N 66.25 ftz 9 ft 6 In 0 ft 0 In None None 2 E 3 Metal Single (Clear) Yes 0.94 0.77 N 75.25 ftz 9 ft 6 in 0 ft 0 In Drapes/blinds None 3 W 4 Metal Single (Clear) Yes 0.94 0.77 N 35.83 ftz 9 ft 6 In 0 ft 0 In Drapes/blinds None 4 N 6 Metal Single (Clear) Yes 0.94 0.77 N 80 ftz 9 ft 6 in 0 ft 0 in None None 5 S 7 Metal Single (Clear) Yes 0.94 0.77 N 103.83 ftz 9 ft 6 in 0 it 0 in None None 6 E 8 Metal Single (Clear) Yes 0.94 0.77 N 35.83 ftz 9 ft 6 in 0 ft 0 in Drapes/blinds None 7 9 Metal Single (Clear) Yes 0.94 0.77 N 13 ftz 9 ft 6 In 0 ft 0 in Drapes/blinds None 8 W EnergyGauge®! USRFSB v3.0 Page 2 of 5 71212012 2:02 PM [t�uilding Input Summary Report 7/212012 2:02 PM EnergyGauge® / USRFSB v3.0 Page 3 of 5 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000300 1999.52 109.771 206.440 0.20700 5.90178 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft' 400 ft' 31 ft 8 ft invalid MASS Mass Type No Added Mass No Added Mass Area 0 ft' 0 ft' Thickness 0 ft 0 ft HEATING SYSTEM Fumiture Fraction Space 0.3 1 st Floor I 0.3 1 st Floor II # System Type 1 Electric Strip Heat 2 Electric Strip Heat Subtype None None Efficiency COP: 1 COP: 1 Capacity 20 kBtu/hr 17 kBtu/hr Ductless False False Block 1 2 COOLING SYSTEM # System Type 1 Central Unit 2 Central Unit Subtype Split Split Efficiency SEER: 16 SEER: 16 Capacity 36 kBtu/hr 30 kBtu/hr Air Flow SHR 1080 cfm 0.75 900 cfm 0.75 Ductless False False Block 1 2 HOT WATER SYSTEM # System Type SubType Location 1 Propane Tankless Exterior EF Cap 0.82 1 gal Use 60 lal SetPnt 120 deg Credits None SOLAR HOT WATER Collector Surface Collector Type Tilt Azimuth Area Absorp. Trans Loss Coef. Prod. Corr. Tank Volume Tank Tank Heat PV U -Value Surf Area Exch Eff Pumped Pump Energy DUCTS DUCT Supply # Location R -Value Return Area Location Area Number Leakage Type Air Handler Percent CFM 25 Leakage QN HVAC # RLF Heat Cool 1 1 st Floor 1 6 2 1 st Floor 11 6 500 ft' 1st Floor I 100 ft' 500 ft' 1st Floor I 1 100 ft' 1 Default Leakage 1 Default Leaka e 1 st Floor Co (Default) c (Default) 1 st Floor Co Default c Default 1 2 1 2 TEMPERATURES Programable Thermostat: Y Cooling Jan Feb H( Jan Feb H VentingX Jan C Feb Mar Apr Mar Apr X Mar X AprX Ceiling Fans: N May Jun Jul Aug May Jun Jul Aug May l)(1 Jun X Jul X Aug Sep Oct Sep Oct X Sep Oct Oct Nov Nov Nov Dec Dec Dec 7/212012 2:02 PM EnergyGauge® / USRFSB v3.0 Page 3 of 5 Building Input Summary Report Thermostat Schedule: HERS 2006 Reference Hours 12 Schedule Type 1 2 3 4 5 6 7 8 9 10 11 Cooling (WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 66 66 68 Heating (WEH) PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours 11 12 Schedule Type 1 2 3 4 5 6 7 8 9 10 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWhNr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 891 kWh/Yr Peak Value: 200 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2313 kWh/Yr Peak Value: 755 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 3823 kWh/Yr Peak Value: 701 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts BLOCKS Number Name Area Volume 1 Block1 1276 10208 10208 2 B1ock2 1265 10120 10120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 74ronvo o.n,2 p jst Floor 1 1276 10208EnergyGIMeO / USRFSB Y3.0 1 Yes Yes PageY4eaf 5 Building Input Summary Report SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 2 1st Floor it 1265 10120 No 6 3 Yes Yes Yes 7/212012 2:02 PM EnergyGauge® / USRFSB x3.0 Page 5 of 5 Air Project Name: 12 -0218 Peterson Residence Air System Information Air System Name, - -- Air System Type . _Single Zone CAV Sizing Calculation Information Calculation Months` _ _ . -. �_- plan to Dec Central Cooling Coil Sizing Data Y _-Jul 1500 Total coil load - -2.9 Total coil load __.___-34.4 _...-.-.___.—.75.4163.9 Sensible coil load•..._....._... —_.-.. 25.6 Coil _52.1 Sensible heat ratio, -�._— __0.100 Area per unit load:_ _---- ---- -- 445.7 Load per unit area• ___..._ ----- -26.9 Sizing Summary for A Tons MBH MBH CFM sgft/Ton BTU /(hr -sgft) Central Heating Coil Sizing Data Max coil load 14.1 MBH Coil airflow• ___._.__ ___ 1131 CFM Load per unit 11.1 BTU /(hr-sgft) Supply Fan Sizing Data Actual max airflow• _1131 CFM Standard airflow* 1130 CFM Actual max airflow per unit area* 0.89 CFM/sgft Outdoor Ventilation Air Data �_ 0 CFM Design airflow• -- -- -- Airflow per unit floor area, ---0-00 CFM/sgft Space Sizing Data Number of zones:..-- ----- _ _ _•. _. - - -__ 1 Floor Area ______ _ _ _ — -- - - - -. 1276.0 sgft Location:..- ..__— Miami Shores, Florida Calculation method:.___._ Transfer Function Method Load occurs at ... _ Y _-Jul 1500 OA DB / WB•.r. _— _91.0174.0 Entering DB / WB:_ _..__ _...-.-.___.—.75.4163.9 Leaving DB / WB Coil _52.1 Bypass Factor:._-_- ._.....__...__..._._...._. -�._— __0.100 Resulting RHw_ ___.......__. ....._._._..._--- .- _._--- ---- -54 Design supply temp:. ___ - -- -54.0 Load occurs at*— ___---Des Htg Ent DB / Lvg DB:__. _— .70.0181.6 F Fan motor BHP* __ Y 0.13 BHP Fan motor kW` _0.10 kW Fan static*-__._..._ --0.40 in wg Airflow per person,-_.. ..._......._ ------ .._.__. ---- -- -0.00 CFM/person Space Name Maximum Design Time of Peak Load Maximum Heating Space Floor Space CFM/sgft Cooling Airflow Sensible CFM Load MBH Area MBH s ft Zone -1 25.6 1131 Jul 1500 14.5 1276.0 0.89 P Block Load 4.15 Page 1 of 1 System Input Data 07102/2012 Project Name: 12-0218 Peterson Residence 10:25AM — Prepared by: ARPE Engineeringi I General Details: Air System Name *-_ _-- ...-- •-- - - -• -• -°'C#1 Air System Type*-_— ._.._. ._.___Single Zone CAV Number of zones*-----•--.—.--.----..-.l 70.0 F System 6 Duration of Operation .__... .__- _.Y...._____.._._._... —_:24 Central Cooling Coll Data: Used?:-------.----YES Supply Air Temperature! 54.0 F Coil Bypass Factor_____ -__ Central Heating Coll Data: Used? L----- ___ --YES Supply Temperature __—1 10.0 F Supply Fan Data: Configuration: ___ raw-thru Fan Performance:---_ 0.40 In wg Coiling Return Air Plenum Data: Return Air VIa:--- Ducted Return Zones Included: Zone Names Thermostats Data: Cooling T-stat: Occ-_.____---75.0 F Cooling T-stat: Uno=-------85.0 F Heating T-stat: Occ 70.0 F Heating T-stat: Unocc- 60.0 F Safety Factors: Cooling Sensible Safety Factor---O % Cooling Latent Safety Factor- -.0 % Heating Safety Factor ------O % Block Load 4.15 Page 1 of I Air System Sizing Summary for AC #2 Project Name: 12 -0218 Peterson Residence 07/02/2012 Prepared by: ARPE Engineering, Inc. 01:47PM Air System Information Air System Name,-_____.....__. —_ — __...._AC#2 Air System Types ._...__.__.._.._Single Zone CAV Sizing Calculation Information Calculation Months:.__ _...__Jan to Dec Central Cooling Coil Sizing Data Total coil load ___ _. ____ _ _ _2.4 Tons Total coil load! __._..__.19.4 MBH Sensible coil load* _. .._.._....23.7 MBH Coil airflow ___1045 CFM Sensible heat ratio:.._...__.._...__ 0.805 Design supply temp' ._ Area per unit load _ __ _ _ __ __ _ 516.8 sgft/Ton Load per unit area —.23.2 BTU /(hr -sqft) Central Heating Coil Sizing Data MBH Max coil load _ ____ _ _ 11.9 MBH Coil airflow:r ___ 1045 CFM Load per unit area! 9.4 BTU /(hr -sqft) Supply Fan Sizing Data Actual max airflow• ._ ..._._.._1045 CFM Standard airflow' _ ._ 1044 CFM Actual max airflow per unit area' ___A.83 CFM/sgft Outdoor Ventilation Air Data Design airflow _ 0 CFM Airflow per unit floor area' —. 0.00 CFM/sgft Space Sizing Data Number of zones! Floor Area __ __ _ .____ _. _ ._______ _ 1265.0 sqft Location:. ..... _._....._.__.Miami Shores, Florida Calculation method: _ Transfer Function Method Load occurs at __.._. — __._..._...____._ _ __Ju11500 OA DB / WB,__._....____.._..._ ............__.....__.91.0 /74.0 F Entering DB / WB' __ ^_ ._75.4163.2 F Leaving DB / WB _ _ . _ ___ 54.5153.3 F Coil ADP- __..___._.._ F Bypass Heating Resulting RH% % Design supply temp' ._ ...____54.0 F Load occurs at, _ __ __._____ Des Htg Ent DB / Lvg DB`___.____ ..._...___._...69.7 /80.3 F Fan motor BHP* _ _ _. _...__ —A.12 BHP Fan motor kW*_._____.._...._____ _......____........_____...0.09 kW Fan static:_.._. in wg Airflow per person:_.__.___. _ 0.00 CFM/person Space Name Maximum " Design Time of Peak Maximum Space Space Cooling Airflow Load Heating Floor CFM/sgft Sensible CFM Load MBH Area MBH soft Zone -2 23.7 1045 Jul 1500 12.6 1265.0 0.83 o Ir Block Load 4.15 Page 1 of 1 System Input Data Project Name: 12 -0218 Peterson Residence 07/02/2012 Prepared by ARPE Engineering Inc 01:47PU General Details: Air System Name:.__- .._— ._..__ .....______.AC#2 Air System Type :__..._..._.._____._.Single Zone CAV Number of zones!_ __ 1 System Startup:-----.-------6 Duration of Operation: ___....__.._.___.._24 Central Cooling Coil Data: Used ?: YES --YES Supply Air Temperature __..54.0 F Coil Bypass Factor_._..._._. —.___...._.. —_ 0.100 Central Heating Coil Data: 60.0 F Used ?:_._._ — YES Supply Temperature: _ 110.0 F Supply Fan Data: Configuration:_ _ _ __ —_ _Draw-thru Fan Performance ._...0.40 in wg Ceiling Return Air Plenum Data: Return Air Via:......___ Ducted Return Zones Included: Zone Names Thermostats Data: Cooling T -stat: Occ:— ...75.0 F Cooling T -stat: Unocc __ _85.0 F Heating T -stat: Occ . �. 70.0 F Heating T -stat: Unocc• 60.0 F Safety Factors: Cooling Sensible Safety Factor _ __.._...._..._..0 % Cooling Latent Safety Factor _ _ _._.__.0 % Heating Safety Factor - ---- --O % Block Load 4.15 Page 1 of 1 STRUCTURAL CALCULATIONS ADDITION AND RENOVATION PETERSON RESIDENCE 1350 N.E. 101 STREET MIAMI SHORES, FLORIDA PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 www.skyrockeng.com Phone. 786.285.7157 Fax 305.258.3345 Ema• aimee@skyrockeng.com % 1. ADDITION DESIGN 2. REMODELING AREA DESIGN INDEX: PAGE 11-14 15 -32 • Y t • • • • i • 11 l • • ADDITION DESIGN NECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by AMCA Enterprises, Inc. Copyright 2012 _ Date : 11/26/2012 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C: \WORK\NY PROJECTS \2012 \(12015) 1350 NE 101 STREET (PETERSON RES) \CAL \WIND FOR Directional Procedure Simplified Diaphragrm Building (Ch 27 All pressures shown are based upon ASD Design, with a Load Factor Basic Wind Speed(V) = 175.00 mph Structural Category - II Exp;!bu:le�Stru Category = Natural Frequency = N/A ectu Importance Factor = 1.00 Kd Directional Factor = Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = At = 0.09 Bt = Am = 0.11 Bm = Cc = 0.15 1 = Epsilon = 0.13 Zmin = Slope of Roof = 3 : 12 Slope of Roof(Theta) _ Ht: Mean Roof Ht = 11.00 ft Type of Roof = H. RHt: Ridge Ht - 13.00 ft Eht: Eave Height = OH: Roof Overhang at Eave= 3.16 ft Roof Area = 3 2 mph Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= Gust Factor Category I Rigid structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid structures - Complete Analysis a K.wnd ,art 2 ) 0.85 )0.00 ft 1.07 0.80 i0.00 ft 7.00 ft .4.04 Deg )ped 9.00 ft i9.00 ft^ '0.00 ft Zm: 0.6 *Ht = 7.0 ft lzm: Cc *(33 /Zm) ^0.167 = 0.1 Lzm: 1 *(Zm/33) ^Epsilon = 535.4 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.9 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.8 Gust Factor summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.8� Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi 1 GCPi Internal Pressure Coefficient = +/ -0.18 Topographic Adjustment I 0.33 *z = 3163 Kzt (0.33 *z): Topographic factor at elevation 0.33 *z = 1 00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 17500 mph Net Wind Pressures on Malls (Table 27.6 -1) WaI2 Pressures do not ine2 de effect of intezna2 pressure Pressures for: Yin- L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = 1 03 47 54 psf 47 54 psf 25.81 psf 17.91 psf 29.62 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl Prezzuvss i'or E.j.nd to . 2 5-.-t .:?..t.... L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = pw0: Windward wall pressure acting uniformly outward = p0 -pl = See Fig 27.6 -2 for Parapet wind VAII Pressares SPp TaWp 27.6.1 Roof Pressures See Table 27.6 -2 Mean roof ht Wind . .00 3 Plan Flt Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor 29 62 psf 0497 47J72 psf 47,72 psf 25177 psf 18 13 psf 29 58 psf 29.58 psf fi { 6 Zone Load Casel Load Case2 - - -- psf ---- - - - - -- psf ---- - - - - -- F 1 -42.87 6.26 2 -29.55 -8.74 3 -43.76 .00 4 -39.06 .00 5 -32.01 .00 Note: A value of 'O' indicates that the zone /load case is not applie. 4A Hipped Roof Roof Overhang Loads (rj �Lqure 27.6-3): Load Case 1: povhl: overhang pressure for zone I Povh3: overhang pressure for zone 3 Load Case 2: Povhl: overhang pressure for zone 1 Povh3: overhang pressure for zone 3 -32:115 psf -32.82 psf I 4.r7O psf .100 psf • • • • • • • • • • • • • • • MWOM Developed by MECA Enterprises, Inc. Copyright 2012 _._.__.. _ _....__ __: _. _ .___• ,_ Date : 11126/2012 Project No. _ Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C: \WORK\MY PROJECTS \2012 \(12015) 1350 NE 101 STREET (PETERSON RES) \CAL\ ND FOR PETERSON.wnd b � o A Rod net { shod 4.,t •- - 1 � WaHs Hip Roof 7 zc: A, 27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor o: .6 Width of Pressure Coefficient Zone "a" = 4.4 ft Description Width Span Area Zone Max Min Max P Min F ft ft ft42 GCp GCp psf psf -------------------------------------------------------------------- 25SF 5.00 5.00 25.0 1 0.42 -0.86 24.73 - - - --- -42.8 25SF 5.00 5.00 25.0 2 0.42 -1.50 24.73 -69.21 25SF 5.00 5.00 25.0 3 0.42 -1.50 24.73 -69. 50SF 5.00 10.00 50.0 1 0.36 -0.83 22.25 -41. 50SF 5.00 10.00 50.0 2 0.36 -1.35 22.25 - 63.05 50SF 5.00 10.00 50.0 3 0.36 -1.35 22.25 -63.015 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.77 -40.37 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 - 90.6,2 100SF 10.00 10.00 100.0 3 0.30 -1.20 19.77 -56.8 10SF 5.00 2.00 10.0 1 0.50 -0.90 28.01 -44.4 10SF 5.00 2.00 10.0 2H 0.50 -2.20 20.60 -90. 10SF 5.00 2.00 10.0 3 0.50 -1.70 28.01 -77.4. TRUSS 2.00 20.30 137.4 1 0.30 -0.80 19.77 - TRUSS 2.00 20.30 137.4 2 0.30 -1.20 19.77 -O TRUSS 2.00 20.30 137.4 3 0.30 -1.20 19.77 -56.8 JACK 2.00 6.67 14.8 1 0'.47 -0.88 26.60 - .7 JACK 2.00 6.67 14.8 2 0.47 -1.61 26.60 -73.9 JACK 2.00 6.67 14.8 3 0.47 -1.61 26.60 -73.9 GIRDER 4.00 20.30 137.4 1 0.30 -0.80 19.77 -40.3 GIRDER 4.00 20.30 137.4 2 0.30 -1.20 19.77 -56.8 GIRDER 4.00 20.30 137.4 3 0.30 -1.20 19.77 -56.8 RAFTER 2.00 4.83 9.7 1 0.50 -0.90 28.01 -44.4 RAFTER 2.00 4.83 9.7 2 0.50 -1.70 28.01 -77.4 RAFTER 2.00 4.83 9.7 3 0.50 -1.70 28.01 -77.4 PYGGYBACK/VALLEY TRUSS NOTE; ` FASTEN EACH PIGGYBACK /VALLEY TRUSS THROUGH SHEATHING TO EACH INTERSECTING EXISTING °UBELOW / RAFTER SP (MMI -DADCOUNTY OA¢ 05- 0105.05) Sb 128�SNI'QS . dAS INTO SIDE OF EACH INTERSECTING TRUSS (MAX. 2'-0- O.C.). PENETRATE SHEATHING ONLY AS REQUIRED fOR INSTALLATION OF STRAP, 2X6 WOOD LEDGER AROUND WALL W/ 5/8 "0 WEDGE ANCHOR AT 24" O.C. (TYP.) ADD 2X8 WOOD BLOCKING WITH (4)10d TOE NAILS TO EA. RAFTER 2 3 TYP. U= 1000 U= 3: N {�j 4'_10' S. 17' -6 I `0 O 8" t I Il 16" U= 1 1 � ' TYP. ® 2X4 WOOD BLOCKING ® 16" O.C. W/ 3 -16d TOE NAILS AND LSTA12 BY SIMPSON W/ 10 -10d NAILS 24" d. C. 0 I N X W t 2X4 CONTINUOUS WOOD BOTT, LATERAL E TO THE TOP OF EVERY TRUSS BOTTOM CH . 3' -2" I W U TRUSS MANUFACTURER TO PR VERTICAL ELEMENT AT EXIS71N CONNECTION TO NEW IRDER. G.C. VERIFY LOCATION ON FIE v N z N r�grx Z/ -7 49 4 II , ;7) � O'z E z- .= 7W • Lvo � r AS MLVTXM --2-E -D -ON LMNS Iff �@T- ................... � �Set� �9�1 sm 89z SIX =:I lStL W OL -Vwqd u=* 'ir we Wtw M Tmlm v El Ole fVY4 -; MA 4 C I - - GWOR,gmm:f SU go 9u *-=Rw wwtt=PDJAWGGBW -IFWIG lmw-&=PQ*Fwm i%M*CNV3 E8,7 0 1-j masmy cannedfi s �i M Me. L Fz ens° OFD Anewalle UpU@ Eoads' SPFJW AffnalSsUpWILOW ate leMM . Leek (BIR18f'1VIRA!" Code ROL TIM CMu C411109110. IN loom 168 198x1 %, F1 F2 } t nags are installed to edtlxx a slid !reader, or t*dmum double 2x6 web. _ . 8. Table alloomble loads were detembred oat tested lowest d maW or fastom MTSM16 16 7 -10d 4- l/O"Titall 4 -7G7 %Titm B0 860 750 750 e e F27 Mt'SM20 20 7 -10d 4-Y40 Rten 4- M%Titm M 860 750 750 HTSM16 1161 8-10d 4- 34xPYR0 4- Ad %TUM 1 1175 1175 1020 1020 HTSM20 120 1 10-104 I 4- YAa%TBM 4?1W*Tffmt 1175 1175 1020 1020 1. Leads have bemn !teased for whrd or euthqualm 1oan9 with no iertber Increase aged. Hedtice where UMU 102del govem. 2. Twist straps do not have to be verat►ped over the truss to addemis tire allowable load. 3. Mtnhrraun e* for Tltm screw is I W. 4. See page 155 for Titan screw htfam atim 5. Table allowable loads were dotemdned using test W&na eta or tastmrer calculation values. 6. Products droll be hrsbMW sech drat dw Titan screens are not exposed to the wca*w. 7. MWbmun fm =15M psi and Vic 2W psL S. Lateral lam apply when on ire wall side Ron smum are Installed We the first few hmmgmW holes from the bmuf Ine and at the tr w halter do first nag holes rents lord line are MkA Any Wierfastmners req&W can be insialled In any open hole. 9. VMS: Iad = 0.148 dia. x SIM 10dd'h =0.148'diL x I Imp. See page 24-25 for ofim rail slas and ittfornaft. SIMPSON 'RIM - fM) Fars kiII`''1i7! A Ell 1i iiIi • 1. Attached members nuwthe designed to appiiled loads. O,C.. pastgtttsls DF/5P SPFP F • concrete crete tie -tram or greeted and mudmiced CMU tia-bearn can be made usng Shnpm Strong-TWO SET EpamrRe®adimsha with a mkdrruanoribadrairtdepict of 12'. . Vertical rabilmumentmaybefe*dred to budu l3salt perlam. • 4. Allowable Inds hm b mr hicreased for w nd earingnwioa lamlirrg vrith no furtlrer hmmase allowed, reduce where o0m lards goven. 5. The MGT can be installed with straps vertical for 6A table load provided all specified • nags are installed to edtlxx a slid !reader, or t*dmum double 2x6 web. 8. Table alloomble loads were detembred oat tested lowest d maW or fastom • tsiculailm vahm 7.1MUS: 10d = 0.14V dia.x 7 twig. Sm pap 2+25 for other nd aim and infamatiam Anchm J (11" pq MOT 3Ha — 1 -% 22-10d 3965 3330 F26 HGT 2 M 5% 2-'/e 16-10d 10990 6485 HOT-314%1 7% 2-% 16 -101 105M 90.!5 P19 HGT-4 6fks . 9: 2 -9/e 16-10d 9250 9250: . • 1. Attached members nuwthe designed to appiiled loads. 2. Wrilmm fm =15M psi and fc =2500 psi. 3. To adi m is loads fisted for the MGT ad HGT, arcrmage Into a T wide • concrete crete tie -tram or greeted and mudmiced CMU tia-bearn can be made usng Shnpm Strong-TWO SET EpamrRe®adimsha with a mkdrruanoribadrairtdepict of 12'. Vertical rabilmumentmaybefe*dred to budu l3salt perlam. • 4. Allowable Inds hm b mr hicreased for w nd earingnwioa lamlirrg vrith no furtlrer hmmase allowed, reduce where o0m lards goven. 5. The MGT can be installed with straps vertical for 6A table load provided all specified • nags are installed to edtlxx a slid !reader, or t*dmum double 2x6 web. 8. Table alloomble loads were detembred oat tested lowest d maW or fastom • tsiculailm vahm 7.1MUS: 10d = 0.14V dia.x 7 twig. Sm pap 2+25 for other nd aim and infamatiam • MGT uresum HGT 2 t (mGT -3&d rid HGT-4 ) TVPkW Wil WOW= I iwai�s I I \1 \ \\ add, er 1 ,4e!L,: V- I Rdw WO L Tmew 4ffr 21DSia mob two Conmeae 5 163 RT. IN CELL @ • GROUTED IN 55. • (U.O.N.) �5 • C4 • i .. moons "o �1111/'111111�1111111`�� •� ' •■ PRIME ®• � \III � ■�' •■ YY Y IIIIIIIIiC711 : €�::�s,ll:,�,�ili� P,1� \1l� �� I � �Ii3111111t`71 We m- MON w1w 17;1 AAW mm ON Nsm w 1 .. PROVIDE I -. .. JEXISTING / 2X6 WOOD LEI - :• ..- • EXIST. MASONRY SECURE . COMMON SET IN EPDXY HIT HY 150 e HILTI 8d AT ALL SLAB PERIMETER BY BELOW NEW PARTITIONS 0 .0•••000000000000000000000000•• 71, --vj -3 ,/ -f � -/- q y =7e -7q 5 5 lij .7 e 8 C ��,,� = Cis 912 elwsh 7 VA Y- Vor Lqugw 98L*wWd Uw-6LM)POjkp@OmAe -DVW3 UWW&MPWWMNWA vo ul- -S,fl — �tlwogz) 91,19 '-Y 5<1 � f6v 'y s #*/ — cr /) '® -5 77 (Z I-J'1112(3� /5,z 16-c -7,7 7q ,61 IL -g�)7e� 2r ' 14 (we)* 0�?Og 00009 A lhj4 (f-lqm 17- > . Z Z'2s , � 2 I I 011 CeAf- oz � s Spa <'/ " � � ✓ 14? ay 17 az ,77 LLVU As 031Vim-r#3 way =l1we ZM'ON VO Z : MN L3S wx�n a --t j 7 � r? a z -t- (q- b Io -'7s °/- 7-f 7/ a 7 -/- ro-o -/ --f Q -z '/ .mss ^� I .. �� s'l � � 7 S�-'o � � l� - ..- 40 Aj MUA�_� MM s 9mwz•9m3md LqLLGW 9WOU04d aw•WavolkPoem" -INN zs9ez vo 77 j CAM.29M wmAkvfoft%.Cm EM• abnee@okyto&mV.corn Phone: 786 285 7167 Fax 305.258 3345 F- I-- I -'- , I Rlllm� 0 S 20 PS F -= k Kl( , �,) - 3 NSF /t 2 Z) 'A lye 6. REMODELING AREA DESIGN • s�s • t 'IIVdSQ fii&iLdVBikIIS� • �V �Oti CCIL NUt3 t13tdV • � 30 OL t�WltlVd OtusuCi roa mamma srbe n� e.6�s -s r �sor �tr� omm� 4 1 m Juan ae/s -s t memos — mmm TAw m am an aw 0.0" aMS aw ae$ma 3m = xf c snm aaa .•vc -z O t- Z to aio ms.H. — a uma .,arc -r >ba tuo owsm • • aw BMW m "MM mt-0 mtis a Seca am-a /A MMIS ns @SSW son vmW Iawr voe a�maaum M3• � �a� mmanM ma► eM: as mVom Liam ma . MR HIM at�a� -as -V•c • • • • • t t ai S t= k y to- • % I JOB: CA No. 29W wwwAyodong-cofn SHEET No6: 1_5 OF EMAIL akwe@WWcdwM.cwn CALCULATED 13Y- Phonw. 786 285 7157 Far 305 258 3345 APO ov, ., , /0 P 7 iV � I fi ♦ J T, I - t-7.) �02- :5V/ 56E£ S�Z 'S0£ �� L34L S8Z 99L E Z �o �- : 4s NVO Mor � . , Me: j Job # Dsgnr. Date: 9:4tAM, 1 NOV 10 , Description: U r. KVY- W=3. Ver 5 ( RiERCALG 5nginoerng Saft. mare _- — caLec+v Ca ulahonV 1 < _ — Description TOP CHORD _._�.._ ` • ��f��i'al 9Y1f®6�8t6 ®19 Code Ret 2001 NDS, ZOai IBC. �OCi NFPA 5�0. Bye are u� dam. Wood Section ? TOM Column H�gM — � -- °12.00 ft Le XX for 10.00 ft • Retlarrgclar Cdum Load Dural Faces Fc 1.00 1.55D.00 psi Le YY for Axe O.W ft Lu XX for Bung x 0.00 ft Cokum DqM 7.251n WkIlh 150]n Flo 11200.00 PSI . E - E Modulus 1,600 k9 Stem Pbwe Not 2 -4 Thick, 8 Dead LoW Ljoad 718E o La 00 Ib Axa Load 1, bs bs 0 Eccerftkfty 0.00DIn • ^ Using: 2x5, Wdfh— 1.501n, Depth— 7.251n, Total Column Ht= 12.00ft . DL, +LL DL +LL+ST 16428 DL +ST 982f fc : Can 16428 psi psi psl • Fc: AllmNable 1,133.95 psi 1,133.95 psi 1,133.1 psi • fbx : FlmwW Fbc:Allowable 0.00 psi 1,199.90 psi 0.00 psi 1,19990 psi 0. psi 1,199. pN . Iron Value 0.449 0.1449 0 stress Details - • Fc : X X 1,133.95 psi For Bmft Show Cep— Mmc Mu / d ; 50O Fc : Y -Y 1.650.D psi Fc: AtlaawaMe Fc:A�Ow!' Load Dur Factor 1,133.95 psi 1.133.95 psi lVfict. Arc► uld / d 21156 00 • Fbc 1,199.90 psi Cf B�tdtng 1.000 Fbx Load Duration Factor 1,199.90 psi Rb : (Le d / b`2) AS 1.000 . For Axkd Stress Calc s- Cf : Axial 1. • Axial X -X k Lu / d 16,55 Axial Y Y k Lu / d OJ00 • • • • I • • • • sAP2000 SAP2000 v8.0.1- Fileaafters 06 -27 -12 - 3-D View - Kip, in, F Units . l SAP2000 1 jnk�y ®I SAP2000 v9.0.1- File :rafters CO-27 -12 - Moment 3-3 Diagram (DEAD) - lb, ft, F Units a 9:32: (`) SAP2 000 111/10 9:31:2 SAP2000 v9.0.1 - File:rafters 06-27 -12 - Mal Force Diagram (DEAD) - lb, ft, F Units 'SAP2000 1111/10 9:31:55 or 62:7 z Z- SAP20M v9.0.1- FlIcrafters 06-27-12 - Moment 3-3 Diagram (LPJP - lb, k F Units 'SAP2000 Z2 M /10 9:31: a- SAP20M v9.0.1 - Filexafters 06-27 -12 - Axkd Ford Diagram {LIVE} - Ib, ft, F Units 'SA.P2000 S.:.- 1 /6 SI/ SAP20M v9.0.1 - F91e:rafters 06 -27 -12 - Deformed Shape (UVE) - lb, in, F Units �3 110 9:32: e � `ui ` ode4S laauuo a - zyLm summand - y0'6A 000Zdys • z - 0 oozs` FOOTING I oI �0_ EXIST. PRECAST JOISTS c� z 0 0 0 EXIST. WOOD z F= JOISTS x w EXIST. WOOD JOISTS EXISTING PROVIDE WOOD BLOCKING BELOW NEW PARTITIONS ABOVE WOOD FLOOR SEE DETAIL 3/S -5 0 F-- Ln F- p vq x C-3 G.C. SHALL VERIFY ON FIELD EXISTING FOOTING (MIN. 24° WIDE CONT. FOOTING) G3 z 0 O ,5z I I. z wo �v z� Y`. N z ;Q t j -7-2 6-9 Olt* v C.5 ,p4 gmmw3m:f SUM 98L*M"d MCI UBLVIMM43 UWW6LM*MkPo8mule -INM =10 UWW&MPQL4wAwm ZSM'GN vo :Ew 0 . #I 5. So pp 155 for TMm saw bdminam I & TaW Amble tub wmddwmbW uft lestuftnaW orfasterw values. T. Products SM be Instaffed such *d do Tftm smm mW TMm HD® anc mrs are notmTosed to doweallm. HMWO F2 kmft am for lom fift the cmmector. See Mustrabon 2 for loi ds away ftm " commotm 9. LTA2 allowallp kafift on SP is 1426 tbs. for parWdcular to IMO ImWlafiv [ and 1 M aw. for p-mW to ipjaP insWfOon. lt MAIM 10dxl% - 0.148 d[LxlW Mug, 8WM - 0.131'dhulW IoM. i See page 24-0 for odw nag shas and hdbrmdW. 11 Hiss Insidw hdomamm GHGmohmkm bb Nag" F2 W-41, 051 WL MDMMbaffff, not dto=(Typ.) bL (OFISP) bL(SPF) �12 FMA UT12 para"10 to 9HMAMdftTnm to mmomy R 200 595 HM9K13 18 1% 6% 4-SOS MV ST 5-MM 7ft 5-Y4(1%T8Bn 425 2(H F27 ------ H10S 18 1% 11% -- -- S-W% 24MMORM 7--VM TW M IM 915 W1, FZ E—M LTA2 paqw0owutc la Ertb% Embee. 1tieJ 415 0175 1015 415 73d Wan tmmafion .... . . ..... - F24 5, . —0- H16 is 1% 180% NO W% 6-Y4QY4TftM 6-YW%TPM 1470 1265 XT F26 H16-2 le 3% 18* 2-10d)(136 6-MIN411101 11-M*TMM 1470 1265 HEM 5. So pp 155 for TMm saw bdminam I & TaW Amble tub wmddwmbW uft lestuftnaW orfasterw values. T. Products SM be Instaffed such *d do Tftm smm mW TMm HD® anc mrs are notmTosed to doweallm. HMWO F2 kmft am for lom fift the cmmector. See Mustrabon 2 for loi ds away ftm " commotm 9. LTA2 allowallp kafift on SP is 1426 tbs. for parWdcular to IMO ImWlafiv [ and 1 M aw. for p-mW to ipjaP insWfOon. lt MAIM 10dxl% - 0.148 d[LxlW Mug, 8WM - 0.131'dhulW IoM. i See page 24-0 for odw nag shas and hdbrmdW. 11 Hiss Insidw hdomamm GHGmohmkm bb Nag" F2 W-41, 051 WL MDMMbaffff, not dto=(Typ.) bL (OFISP) bL(SPF) �12 FMA UT12 para"10 to 9HMAMdftTnm to mmomy Aftwonly Connectm ib its o Ad , 01141 031N0ld 'GN1 ANWWOO M SNOVJS NOSMIS 40M 409-0 0 0 0 0 0 0 0 0 161,14 ...... ... ra ra ro So 11RI. I I RJR'.' a , 3111611 f w g as NUNN to to w w 40 to to Cm CD 0 Cm -K. t ... ..... -W Fa Co CD IV 10 01141 031N0ld 'GN1 ANWWOO M SNOVJS NOSMIS 40M 409-0 0 0 0 0 0 0 0 0 161,14 • ••••••••••••••••••••••••••••••• I 0-20110 2011 SIMMN MONQ-TIE WNIPANY INC. PRIM 1Zf10 A p !071 FUR cc x x ei pit Ir [Hrig-III fits[ O 0.4 Pi Sou f Ma MEMO Ise SIM . . . . . . . . . t t . 07"Ful @2 m m m a' 01-z OF 9, 0 m m a 111112. [Hrig-III fits[ O 0.4 Pi Sou f Ma v lilt "M No, rr v Ise SIM . . . . . . . . . t t . "IT .......... . . . . . . . . . . . . . . v lilt "M No, rr v • ••••••••••••••••••••••••••••••• C -2011 02011 SIMPSON STRONG -TIE COMPANY INC. PRINTED 12/10 p s" :pb 54 r4 :1 0 1111MIRIN If V jig or r WHIM 194 u �9— gig it IL W1 j4[s 19- wj si go- Man �� `lm 000000 . . . . . . . . . . . . 00 DENO �� o�e�ooe oo a 0000000 Du ............. ........... --------- GGD�p00 lei COD �� 000 as ��e�aao� 88��000�880 F4 ma 9 sdaW • . . . . . . . . . . . . ............. ........... --------- lei COD • I- tz-. - -1 0-2011 02011 SIMPSON STRONG -TIE COMPANY INC. PRINTED 12/10 A% �o co •;Q;i � ; bj t 1. . • .;r .��h:::tr: r i t rFi et? f, i I- tz-. - -1 0-2011 02011 SIMPSON STRONG -TIE COMPANY INC. PRINTED 12/10 A% �o sect. V I- tz-. - -1 0-2011 02011 SIMPSON STRONG -TIE COMPANY INC. PRINTED 12/10 A% 0.••••••• •��•• 0000•• EA 1-FRAft itz Im Otf t!�ft t=1 W t5�}��,+; �'.,'i'': �'. ::? ::' :i:.:•ii %•is' � m �f:�' G� ✓bJ i.`.�t'.'i � SJ::!'�i e•t •i °O:I• rig � Im ? 14'•2 �� '1; :::... •:�1'•'t;:;:9ioi i;i}jiSi. '•S2; °'F;ii 'jEc ••S{r` iii:':�itii�ir7.! {�sfi�il�•'1' v... i +v /.ate' j it i}�}. r,7 t i' i�t} r,• r is% } i 0.2011 02011 SIMMN STRONG -TIE COMPANY INC. PRINTED 12/10 1 A{ J 4 we S V1 9000•••••• _s ..e �i ' h or N I -1. Ir ID ti N tR 1141- IN 0 WRN ',� 6 15 J. III Ir it - SiRMI I a. p I It wwwwww mmmmr-11 In Utw-UMMI Ju ul-l" 01 0000 OpBgE. 08 non 0-2011 02O11 SIMMN SMKQ-TIE COMPANY INC. PRINTED 12110 T I a uri CO lit I I Ou all FA-M ti www.skyrockeng.com ANSWER TO BUILDING DEPARTMENT --7 r, r- 17:7 COMMENTS JAN 2 F3--------------- FOR A oft wft M-E-0 IV-,& 0, x A a 0 W% W% 1"- 0, E 10%% 0 A "WE v PREPARED BY: mA, AIMEE RODRIGUF7, PE. Miami Shores Village L11 APPROVED By DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND CO( INTY RULES AND REGULATIONS ,ENSE No. 69701 CA No. 29652 Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com www.skyrockeng.com Answer to Structural Com ents 1. The support for the ceiling joists on the left side is'the new 4x8 wood beam (it will replace the existing wood wall). Ceiling joists are connected to the new wood beam with A34 connector and straps as shown on detail 1 /S-4. The 4x8 wood beam is braced with wood blocldt g- S. 2. See updated connector for girder truss and typical detail 3/S-6. 3.Please, see attached calculations for horizontal members at section 1/S-4. 4. Please, see updated foundation plan. 5. Please, see sections 1/S -2, 2/S -3 & 4/S-5. 6. Please, see updated calculations and attached grade beam design for torsion. Phone: 786.285.7157 Fax: 305.258.3345 Emaii: aimee @skyrockengcom Answer to Building Comments 6. Please, see additional note on plan indicating that shoring shop-drawing must be submitted for approval. 7. Interior bearing wood walls only provide support for ceiling joists. This walls have been identified with a different hatch, please, see sheet S-1. All CMU exterior walls are Baring walls. 9. Calculations and plans have been change to show wind load for exposure D. 10. CMU wall have design using ASD method. Please, see attached calculations. 11. Please, see Typical Wall Reinf. Detail on sheet S-0. indicating 2#9 wire reinf . 12. Please, see Typical Corner Reinf. Detail on sheet S-5. 13. Please, see attached forms. e 15. Please, see updated detail 3/S-6. 16. Please see updated plywood nailing detail for matching with roof plywood sheathing nailing schedule at sheet S-4. -.-W ff, V Ji too 14 9,7 Cl� 7 Z- 7,7---"') Or yy,Eg gory •5� aced P., ML W SOL -'MMd ulw-WemooikPosomp -lrm3 ALVO :As calv=1vo 996Z -10 :•ON i33H$ Z 'ON VO • • • • • I �B� • • • 16° O.C. (MIN. EAM AND TS. ND P JOIST BEARING ON TOP OF iTACHED TO BEAM NTH AT EA. CEILING JOIST ► TO LEDGER AND RAFTER • '• ii H • • • 2 co *peg *so SOPS &11" 51,11 Ri -a 0-2011 020i1 SIMPSON SMNQ-TIE COMPANY INC. PRINTED 121111 !I Sir 11 SIMPSON Strona-TIO Z ....... . . . . . . . . . BEEN cam0mala ................ An uou �1E�0�0�9�61 00090�DO�D�Ii oo��o�n�m0 oos�mo�� moa�o�oona ��oo�o 0-2011 020i1 SIMPSON SMNQ-TIE COMPANY INC. PRINTED 121111 !I Sir 11 SIMPSON Strona-TIO Z ....... . . . . . . . . . ................ 0-2011 020i1 SIMPSON SMNQ-TIE COMPANY INC. PRINTED 121111 !I Sir 11 SIMPSON Strona-TIO Z f 21)L ire, L 1, 2/ /9vao 2C1� /L, � 4411 el- IZ a,r � v' d _ vv �-, o2-- IS t 61) (2- 771R, CA No. 29652 wwwsWodwV.corn EMAIL abTK%M@skyrockeM.Com Phow 785 285 7157 Fgw. 305 258 3345 � c 16 71 �.�� l /74L ..v JOB: — P, OF SHEET No-: CALCULATED BY 5 'oe Ll I --" < O # -hrr 4617 6P .--i,Y18 ,,7-2 7 7, Z 7Z -1211 T75 C-S -7q Z -iv �y� -2-7 4i-zzzt JOB: — Av CA No. 29852 www-%Wod(eng•cafn SHEET No : OF EMAIL aInWe@WWOdwM.CDm CALCULATED BY: ptww. 786 285 7157 Foc 305.256 3345 6/f x6 1 L i& �,C,) 00 1 71- i4� 171 gxe IV,( S/>,-5- sic �qq, L 01 k� -7 -fb) ave Pt CA No. MOM www-"Mdmm.com EMAI• akwe@akyrOckwV.Ccxn Phone: 788 285 7157 Fmc 305.258 3345 I SHEET r OF 12 CALCULATED BY* DATE: 2- :3 6L -3 Z, If ;/t -�4,y w I/ 411 6 �r t r R 6� w y �P R Q 5 i $61 tir 1.44 S-1 p H 'row it II H I� I ~il II w nnn� V� Hill I.I.J. Wo s �b a w a e r --SjCdM es for Deslgd Table 7.3 10 Inch Single Wythe Walls 0 �o Alortar �� Section Ao Wfn 33.0 %4 Gross Properties 1z ;ns� 5607 6353 S. � jg 117.8 1320 r in 355 3.55 for 80 2&9 29.6 Wall 95 33.9 34.6 Weights Demsities .105 37.3 38.0 (lb/ 115 40.7 41.4 ( of- 125 44:0 44.7 i35 47.4 4&1 god None Fatsr Shell F l3ollow Now 00%Sblid None Full 1155 &91.7 185.3 2.77 6&1 79.6 872 94.9 102.5 1 79 11Q1 105.0 Hollow 8" o. c. Full 115.5 891.7 185.3 153.1 277 3.04 86.5 57.7 91.6 62.8 �0 6983 A .2 Hollow. lb" a c. Fate Shell 24" Face Shell 76.2 61.8 736.8 68Q1 1413 3.17 4&1 53.2 565 59.9 63.2 666 Hollow o a lDIIow 32" o c. Face Shen 54.6 651.8 135.4 3.25 433 4&4 51.7 55, S 58.4 58.9 5&9' Hollow 40 a c. Face Sill 50.3 634 8 131.9 3.30 40.4 3&5 45.5 435 4&8 46.9 503 55.6 53.6 57.0 Hollow 48" a c. Face Slcn 47.4 623.4 6153 1295 127.9 333 3.36 37.1 595 633 4&9 4.10 41.1 Hollow 56" a c. Face Shen 64" Face Shell 453 43.8 6()9.2 126.6 338 361 4� 44.5 9 51.2 54:6 Hollow m c. Hollow 72". o. a Face Shell 426 6045 125.6 3.40 .35.3 403 43.7 47.1 50.4 53.8 Table 7.4 12 Inch Single Wjthe Walls on Wall Weights (lbw Section Properties (l Units Gmuted Morta r Ae Iz S. r for Conmrte Densities (pd) ok Galls Bedding, he� in'X 0/it in 95 105 115 125 135 � AAA AA7 AR Xn A. d'= Hollow None Full 57.8 10647 HoIIow Nose _ Hollow 64" o. a Face SI16II x,Solid None FnII 1395 1571.0 Hollow fr,o, m Fall 1395 1571.0 Hollow' Y6" a F Shell 90.ZIM.2 Hollow 24" o. a Face Shell 1 11.533- Hollov�r � =o�a. VFace Shell. Hollow W a c. 'Face Shell Hollow 56" m a Face Shell Hollow 64" o. a Face SI16II Hollow 72" a a. Fam Smell Cam= 57:7' 1063.7 54.1,10413 515 10253 49.5 1013.4 48.0 1004.0 183,2 4.29 34.0 39.7 43.6 47.5 513 55.2 270.3 3.34 82.2 .96.1 105.3 114.6 123.8 133.0 270.3 334 105.4 111.2 115.0 118.9 122.$ 1266 217.7 3.67 f9..., .75.0 7&9' 82.7 86.6 905 ,9&4 3 57� A 66.8 70.7 ' 74.6 7&4 51.1 569 60.8. 64.7 6&5 724 47.5 533 57.2 61.0 64.9 698 179.2 4.02 . 45.1 50.9... 54:8 �8.6i� 62.5 66.4 176.4A.--V43.4 49.2 53.1 .56 9 60A 64.6 1743 4.08 421 47.9 51.8 55.6 595 633 172.7 4.10 41.1 469 50.8 54.6 ," SSS 623 /z 9 4 CAWind Version 2.2.0.6 per .SCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 Date : 11/16/2012 Project No. Company Name : Designed By Description Address City Customer Name State File Location: C: \woRK\my PROJECTS \2012 \(12015) 1350 NE Proj Location 101 STREET (PETERSON RES) \CAMWM EAR PETERSON.wad Directional Procedure Simplified Diaphra.grm Building (Ch 2i mart 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II osre Cat �o �'ixxible - - Natural Frequency = N/A Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg - - 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 BM = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin _ 7.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) - 14.04 Deg Ht: Mean Roof Ht = 11.00 ft Type of Roof = Hipped RHt: Ridge Ht = 13.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 3.16 ft Roof Area = 3669.00 ft^ 2 Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= 70.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 7.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.19 Lzm: 1 *(Zm/33) ^Epsilon = 535.47 ft Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.92 Gust2: 0. 925*(( 1+ 1 .7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzmy) = 0.8B Gust Factor summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient Topo 'c Adjustment 0.33 *z = 3.63 Kzt (0.33 *z): Topographic factor at elevation 0.33 *z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 175:.00 mph Net Wind Pressures on Walls (Table 27.6 -1) wall Pressures do not znalude effect of internal pressure L/B = 1.03 ph: Net Pressure at top of wall (windward + leeward) = 47.54 psf p0,: Net Pressure at bottom of wall (windward + leeward) = 47.54 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 25.81 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 11".91 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 29.62 psf pwo: Windward wall pressure acting uniformly Outward = PO-Pl L/B ph: Net Pressure at top of wall (windward + leeward) pO: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting uniformly outward = .54 * ph pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pwO: Windward wall pressure acting uniformly outward = p0 -pl = See Ftg 27-&2 for Parapetwi"d Wail Pressures FsqP Table 27.6-1 P;t Flk-VaticV, Roof Pressures See Table 21.6-2 Mean roof ht. Wind Plan Not Wind pressures on Roof (Table 27.6-2): Exposure Adjustment Factor Zone IAmd Casel Load Case2 psf Psf ---- - - - - -- ---- 1 ---------- -42.87 6.26 2 -29.55 -8.74 3 -43.76 .00 4 -39.06 .00 5 -32.01 .00 29462 psf 0.97 47i72 psf 47i72 psf 25.77 psf 18,13 psf 29.58 psf 29.58 psf 1.214 Note: A value of 101 indicates that the zone/load case is not applicable. (4, C 3 t a`� aCh •.e am H3.pped Roof Roof Overhang Loads (gigpFe 27.6 -3): Load Case 1: Povh1: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povh1: Overhang pressure for zone 2 Povh3: Overhang pressure for zone 3 All -32.15 psf -32.82 psf 4.70 psf 00 psf l� I-MCAWind Version 2.1.0.6 ASCE 7 ®10 Developed by MCA Enterprises, Snc. Copyright 2012 Date : 11/27/2012 Project No. Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C: \WORK \MY PROJECTS \2012 \(12015) 1350 NE 101 STREET (PETERSON RES) \CAL \WIND FOR PETERSON.wnd Hip Roof " c. 0 _ == ,- Wind Pressure on Compor ers! s ;-7,nd Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone °a° = 4.4 ft not Width �i��1 •�t _ • F Area t Max Min Max P Min P ft ft _ e• "y s s GCp GCp psf psf -------------------------------------------------------------------------- 25SF 5.00 ' `` • v# 6Ti _ L. Hip Roof " c. 0 _ == ,- Wind Pressure on Compor ers! s ;-7,nd Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone °a° = 4.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft"2 GCp GCp psf psf -------------------------------------------------------------------------- 25SF 5.00 5.00 25.0 1 0.42 -0.86 24.73 -42.85 25SF 5.00 5.00 25.0 2 0.42 -1.50 24.73 -69.25 25SF 5.00 5.00 25.0 3 0.42 -1.50 24.73 -69.25 50SP 5.00 10.00 50.0 1 0.36 -0.83 22.25 -41.61 50SF 5.00 10.00 50.0 2 0.36 -1.35 22.25 -63.05 50SF 5.00 10.00 50.0 3 0.36 -1.35 22.25 -63.05 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.77 -40.37 100SF 10.00 10.00 100.0 2 0.30 -1.20 19.77 -56.85 100SF 10.00 10.00 100.0 3 0.30 -1.20 19.77 -56.85 10SF 5.00 2.00 10.0 1 0.50 -0.90 28.01 -44.49 10SF 5.00 2.00 10.0 2 0.50 -1.70 28.01 -77.44 10SF 5.00 2.00 10.0 3 0.50 -1.70 28.01 -77.44 TRUSS 2.00 20.30 137.4 1 .0.30 -0.80 19.77 -40.37 TRUSS 2.00 20.30 137.4 2 0.30 -1.20 19.77 -56.85 TRUSS 2.00 20.30 137.4 3 0.30 -1.20 19.77 -56.85 JACK 2.00 6.67 14.8 1 0.47 -0.88 26.60 -43.78 JACK 2.00 6.67 14.8 2 0.47 -1.61 26.60 -73.92 JACK 2.00 6.67 14.8 3 0.47 -1.61 26.60 -73.92 GIRDER 4.00 20.30 137.4 1 0.30 -0.80 19.77 -40.37 GIRDER 4.00 20.30 137.4 2 0.30 -1.20 19.77 -56.85 GIRDER 4.00 20.30 137.4 3 0.30 -1.20 19.77 -56.85 RAFTER 2.00 4.83 9.7 1 0.50 -0.90 28.01 -44.49 RAFTER 2.00 4.83 9.7 2 0.50 -1.70 28.01 -77.44 RAFTER 2.00 4.83 9.7 3 0.50 -1.70 28.01 -77.44 WALL WALL 2.67 8.50 24.1 4 2.64 8.50 24.1 5 0.93 -1.03 45.83 -49.95 0.93 -1.27 45.83 -59.53 Khcc:Comp. & Clad. Table 6 -3 Case 1 i = 1.03 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd i = 41.19 psf • • • (R) • MECAWind Version 2.1.0.6 ASCE 7 -10 Developed by JaCA Enterprises, Inc. Copyright 2012 • Date : 11/27/2012 Project No. Company Name : Designed By Address Description • City : Customer Name : State Proj Location : File Location: C: \WORK\M4 PROJECTS \2012 \(12015) 1350 NE 101 STREET (PETERSON RES) \CAL \WIND FOR • PETERSON.wnd s ' �Cv- not shovvii Aft • � " x { • «'all =_ � - .� -� #• Hip Roof 7- :0 -_2- Wind Pressure can Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a .Load Factor of .6 Width of Pressure Coefflc ent Zone "a" = 4.4 ft Description Width span Area Zone Max Min Max P Min P ft ft ft ^2 GC GCp psf psf --------------------------------------------------------------------------- 25SF 5.00 5.00 25.0 1 0.42 -0.86 24.73 -42.85 25SF 5.00 5.00 25.0 2H 0.42 -2.20 17.32 -90.62 25SF 5.00 5.00 25.0 3H 0.42 -3.22 17.32 - 132.74 50sr 5.00 10.00 50.0 1 0.36 -0.83 22.25 -41.61 50SF 5.00 10.00 50.0 2H 0.36 -2.20 16.00 -90.62 50SF 5.00 10.00 50.0 3H 0.36 -2.86 16.00 - 117.86 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.77 -40.37 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -90.62 100SF 10.00 10.00 100:0 3H 0.30 -2.50 16.00 - 102.98 10sr 5.00 2.00 10.0 1 0.50 -0.90 28.01 -44.49 10SF 5.00 2.00 10.0 2H 0.50 -2.20 20.60 -90.62 10SF 5.00 2.00 10.0 3H 0.50 -3.70 20.60 - 152.41 TRUSS 2.00 20.30 137.4 1 0.30 -0.80 19.77 -40.37 TRUSS 2.00 20.30 137.4 2H 0.30 -2.20 16.00 -90.62 TRUSS 2.00 20.30 137.4 3H 0.30 -2.50 16.00 - 102.98 JACK 2.00 6.67 14.8 1 0.47 -0.88 26.60 -43.78 JACK 2.00 6_67 14.8 2H 0.47 -2.20 19.19 -90.62 JACK 2.00 6.67 14.8 3H 0.47 -3.49 19.19 - 143.95 GIRDER 4.00 20.30 137.4 1 0.30 -0.80 19.77 -40.37 GIRDER 4.00 20.30 137.4 2H 0.30 -2.20 16.00 -90.62 GIRDER 4.00 20.30 137.4 3H 0.30 -2.50 16.00 - 102.98 RAFTER 2.00 4.83 9.7 1 0.50 -0.90 28.01 -44.49 RAFTER 2.00 4.83 9.7 2H 0.50 -2.20 20.60 -90.62 RAFTER 2.00 4.83 9.7 3H 0.50 -3.70 20.60 - 152.41 No WALL 2.67 8.50 24.1 4 0.93 -1.03 45.83 -49. 5 WALL 2.64 8.50 24.1 5 0.93 -1.27 45.83 -59. 3 Khcc:C©mp. & Clad. Table 6 -3 Case 1 1.03 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd - 41.19 psf LJ Building • iM® 11805 SW 26th Street Miami, Florida 33175 -2474 786 - 315 -2100 miamidadegov NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER '. THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the F1lprida Building Code at the/ `� i z' project on the below listed structures ri a. (date). I am a registered arch tect or professional engineer licensed in the �• State of Florida. ` • Process Numbers: ❑ Special inspector for piling, FBC 1822.12.0 • ❑ Special inspector for trusses over 35 ft. long or 6 ft high 2319.17.2.4.2 Special inspector for reinforced masonry, FBC 2122.4 ❑ Special inspector for steel connections, FBC 2218.2 ❑ Special inspector for soil compaction, FBC 1820.3.1 ❑ Special inspector for precast units & attachments per FBC 1927.12 ❑ Special inspector for Note: Only the marked boxes apply. The Mowing individuals employed by this firm or me are authorized representatives to perform inspection* 1. ` P 2. 3. 4. * Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEE5jundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify i Ta ounty Building Department of any changes regarding authorized personnel performing k# inspection I, (we) and t aeciff or inspection log for each building must be displayed in a convenient location on the site r e i -Dade County Building Department Inspector. All mandatory inspections, as required by Fl e, must be performed by the County. The County building inspections, as required by g C , must be performed by the County. The County building inspections must be called for on spections. Inspections performed by the Special Inspector hired by the Owner are in addition to th inspections performed by the Department. Further, upon completion of the work under each Building mit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. 12301-121 6106 Engineer/Architec Name a.097eie 4_1 (print) Address Phone No. I X ?e.`a' 71 S-7 MIAMI -DIADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMU41STRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) ml mt era/ 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. inchWinalhe:- b-Velocit - Eunicane Zone. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10 /12 /11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEW 's NOA shall be considered after a renewal application has been filed and there has been no c plicable building code negatively affecting the performance of this product. O f this NOA will occur after the expiration date or if there has been a revision or change e , us or manufacture of the product or process. Misuse of this NOA as an endorsement uc vertising or any other purposes shall automatically terminate this NOA. Failure to'L p ec of this NOA shall be cause for termination and removal of NOA. e NOA number preceded by the words Miami -Dade County, Florida, and fo ed iration date may be displayed in advertising literature. If any portion of the NOA is dis it shall be done in its entirety. INS TION: 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 # 09- 1028.10 and consists of this page 1 and evidence pages E -1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 11- 1013.24 BCO NTY Expiration Date: February 24, 2015 Ir Approval Date: November 24, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23 /04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test. reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09- 1428.1©) 2. Test reports on :-1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 09- 1028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 03-0419.03) 4. Test reports 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FM-4528, dated 02/14/05, signed and sealed by Edm do Largae P. E. (Submitted under NOA # 05- 0419.03) M uel rer-1 P.E. Product Controk&XAiner NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE :. EVIDENCE SUBMITTED B. TESTS (cmuquw) 5. 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 aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) S. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -43129 dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 71&94oz�__ Vttrol el Perez, P.E. Prod Examiner No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10 /01 /09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10 /11/11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10=0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butneiteg PVB, Interlayer" dated 12/24 /10, expiring on 12/11/11. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Saflez Multi - layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08- 1224.04 issued to Solu#a, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10 /07/11, Successor Engineer adopting the another engineer's work per FAR 61G15 -27 -001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC -2007 and FBC -2010, prepared by manufacturer,.dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement. letter of "No financial interest", prepared by manufacturer, dated 10 /11 /11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09- 1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w /Sidelites -- L.M.I., approved on 02/10/10 and expiring on 02/24/15. ,MPMPerV4 P.E. Produc Con 1 Examiner NCWNo 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -3 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/166" !AM_ (_ CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/ _ '1. 6 " LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 71 " LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. D. 716" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN A75 VANCEVA INTERLAYER. NOA DRAWING MAP E. 7/$" LAMI I.C.• CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 711W LAMI GLASS ASSEMBLY INSIDE (311(r A,.090 PVB, 3/16" HS). TOEIC SHEEN' F. 718" LAM! I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.090 PVB, 3/16° HS). GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS........... 2 (3%16" A,.075 VANCEVA, 3/16" HS). DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 H. I& LAM! 11G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 6 (3/16" HS,.075 VANCEVA, 3116" HSj HORV- SECTIONS........... 6 PARTS LIST ...................... 7 2. DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS ................... " A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -02. ANCHORAGE .................... 10 -12 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -02. 3. CONFIGURATIONS: X, O _XX COQ& M XXO• p„ XX, OrXp, 2Q, ,MXW, QM OR MO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL M E LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RI 8 I T UUCP tu'W="V FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, X—XX AND .. `D : ar with tb� drift O UNITS TO MAKE THE ABOVE CONFIGURATIONS. MM� 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE «' 8. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM S LED 644 YE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL- 4312, FTL- 4315, FTL- 4527, FTL -4628, FTL -4529, FTL -4530, FTL••4921 AND FTL -5941. ® ANSVAF&PA NDS 2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL Nil "Od e 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDI _ „- HURRICANE ZONE (HVH4 �� ° the / %°, Q cb rh�s %/y attg`��'si4 °�N�a,�aa�cf5hnf�h a ;- ®end S of tO the Jobs. / ®P®rk G fs ®lthOQS, it. b ctl; fryrp 'C p�% a/ c° c /O ir, tip, is 141:Ii11:). f ' Sa /tp ,7S hh/ rl `7( /(l rlC �� J •i. /�`� /�� 3t l6 /, J Pe g°� ades vetf y�C's Oce;`, r,'i • ` / .�� O`J , .. • i • , e�iQ i �-� atfs `T1jQiG�a �,O Si l4, '••S Cip t / ,,� '� •.• �(j�{y��*' s?. •.• y �% ec" op �,• `r cry � � '�'• 5g7d5 � i f * W- •�r o ROWSW OWN � ltilt t�l� t/Pditi° beultbtxGt eMt>:►ti & t�t�UVtrntYt�aR� o..o ar C g�A 0� :• �� t � R o>rr0 �s�usr !0 �i�caa+v�NERAL NOTES �D P "I OA, ••.,, fit.ot?� °P��{?.`� FOC2010ct0D8ciwvcrE ALUM. FRENCH DOOR 8t SIDE LITES IMPACT .l.l 1tW ! 6 P.O 6QX lS29 Saar a,.y �aee th apNa A. LYW �IidA P.E. en aft MOXOWS, Ft 34274 ® , A#C 028/04 L-r- 4/8!06 F0750 FUL 1 a 12 8000 -l1 I E FL P.E.# 58706 FA 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 1 �IIIr EXTTERItJR 91 OR 92 1 Q5) 5 /g" INTERIOR GLAZING DETAIL � SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7 /8" NOM. EXTERIOR_. EXTERIOR 7116" NOM. 3116" ANNEALED OR HEAT STRENGTHENED.GLASS .075* VANCEVA INTERLAYER ,3116" HEAT STRENGTHENED GLASS ►'MITwe- 93 OR 94 INT 51W GLASS . GLAZING DETAIL `- SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIR SPAC9 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEW KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS .E 95 OR 96 105) W GLASS INTERIOR GLAZING DETAIL � SETTING BLOCK 7/8" LAW I.G. GLASS W/ PV13 INTERLAYER olawla 1 EXTERIOR 7/8" NOM. 3116" TEMPERED GLASS AIR SPACE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 OR 98 9Q .—(Q) 518" INTERIOR GLAZING DETAIL � SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER polo nc�r�Naoorpr� �rsr Noxon�ns, A 34?7s r Pa agxI= N0=08. A 84274 0- t sm GLAZING DEZ ALUM. Fn76D IMPACT 2 of 12 1 8000 -11 1 E Y y• r Y I f ti��ttit�trl�• * �c. as7a5 N.Wroory w ' S '• 'C 'o •' FCORNo.A'•.�J�` ��'��SSIONAL\p. A. l' A, Ll�Nl�lr LL2 E. FL P.E.# 68705 Table 1. Maximum Design Pressures (pso Configuration Width (in) Allowed Class Types Height (in) 79 314" (6 ") 87 314" 91 314" 95 314" 314" (8 0 ) French X 37" (3P) +70.0 -80.0 .0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 100.0 -100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 Door 444" +70.0 -80.0 0 0,, 0. +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +1R-01 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611/16" AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 •100.0 +100.0 -100.0 Sidelite Narrow Jamb 3011/19" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311146" C,G +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 97.4 3611/18" A, B. E. F +70.0 -80.0 +70.0 -80.0 470.0 -80.0 +70.0 -80.0 +70.0 ;$0.0 C,G +100.0 -100.0 +99.9 99.9 +96.3 96.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 B - 7/18" LAMI (3116"HS,.090 PVB, WOWS) C - 7/16" LAMI (3/18A,.075 VANCEVA, 3 /IV'HS) D - 7/16" LAMI (3/16"118475 VANCEVA, 3/16 "HS) E - 7/8" LAMI I.G. (WIC T, 1/4" AIR SPACE, 3/1&'A,.090 PV8, 3116"HS) F - 7/8" LAM) I.G. (3/167, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3116"HS) H - 7/8" LAMI I.G. (311WT, 1/4" AIR SPACE, 3/19'HS,.076 VANCEVA, 3/16"HEE 8 W TEMOtoorfx:W ry wmm Fc 3075 PO. Box fm lYOf QWd, A 94274 UPGRADE FTL- 4311, 4312, 431 FTL4627, 4628, 4529, 453 UPGRADE FTL -4527, 4528, 4529, 463 FTL 4311, 4312, 431 UPGRADE F7L -4311, 4312, 431 FTL -4527, 4528, 4529, 453 UPGRADE FTL- 4527, 4528, 4529, 453 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE FV750 I NTS 1 3 at 12 IovERHANG LENGTH OVERHANG W HEIGHT O L G �sa NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 1?� THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) IMPACT 811 1 E I I I I I j I f LYNN•l�9 /� ��•'o of_ as •''`FOP fi: * • . 58705 No _ �� ITATE "F ss /ONAL.'%\\\ A. LYNWIi/IIUA, P.E. FL P.E.# 58705 85 3/4" MAX. HEIGHT ALL 791/8 MAX. DLO 7313116" MAX. WIDTH —110 5/8" MAX. WIDTH 145 318" MAX. WIDTH � r Qx QR XO 37" MAX. WIDTH 25" MAX, DLO ALL X UNITS j TI 3140 MAX. VVID'fH� X NOTES: c� 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. AK I IMSW I $ INaQWM VM NO CHAN ES iNI "gr ►O moor MKOW FL 30M N;Pp 8qX l�29 OMI3, Fl.34274 OXXO (SHOWING EACH VERSION SI 3611/16" MAX. WIDTH 1 25" O (FULL JAMB) 3611/16" MAX. WIDTH 33 3/16" MAX_ DLA O (NARROW JAMB) EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE M750 1 NTS 1 4 d 12 IMPACT 800OL-11 I E i.YNN. M/E _Z No. 58705 Lu •• STATE OF •�.�� LORID /O(VAL `� A. LYNkAMA, P.E. FL P.E.# 58706 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 61 MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL mcumawnW&WEr 1 D INTERIOR 0 7 VERTICAL SECTION B OUTSWING HEAD 4 OR 7 ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL— MAX. DLO g INAL VERSION BOTTOM RAIL & t 5t'i ) ALTERNATE VERSION BOTTOM PAL VERTICAL SECTION D OUTSWING SILL 10 TreCMMOSYMM NOMMS, ft 30M PO. egx�r IYO�lou a 5 m 0 WRTiCAL SECTIONS Ift ALUM. ,FRENCH DOOR 8 Awbobw law I&" F0780 112 6 or 12 MES, IMPACT SWO-1 ? E ofte"Cr4mvi o MCoeg Wilk the "Orw A$* do \\��ao�•�. LYNN 4f i <<'' %. No. 58705 ro • to i+ !i ' w; 0 STAT o rv; A. LY�II�rMtLLR, P.E. FL P.E.# 68706 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE Q lmm""%jvv %jruvlo oiyc 1-1 1 r- (AT HINGE JAMB) F nliyVt.JHlVits I V ri11Vut JAMB SIDE LITE (NOT SHOWN ABOVE) ►o nXWMQWaFM Alarms, ft 34m Pa sqx im ftWa (.$ FL SON HORIZONTAL SECTION JAMB SIDE LITE ALUM. FRENCH DOOR & SIDE FD7W 1 12 1 6 a 19 12 IMPACT W Alo (�� I1, tU Of '.gyp PL0fk \l A. LYNN �lil «}� P.E. FL P.E.# 58705 F* T 1.000 .L �� 3.636 ---•� #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 .050 O� #8009 6063 -T5 INSTALL PLATE 4 1.278 I-r-- .062 1 2.23 ,583 T u v __u I- Is - ---- -- 3,638 - ---�.{ .050 --� 1.353 O#8003A 6063 -T6 O #8004C 606 3-T5 A OUT-SWING SILL OS SILL COVER 1 .062 .L� 1,37 .583 i77�7 Om T-3.636 ,& 10 X056 8063 -T6 OUT -SWING LOW SILL 22 #8013 6063 -T6 BOTTOM RAIL 1.938 .100 _. 8.250 _ I #8013A 6063 -T6 &BOTTOM RAIL, LAG BOLT DESIGN 1.93E 4.434 -r-- -- 4.027 1.0 33 ,OSp i J� 0 20 X12 6063 -T6 STILE 1.93E 4.434 21 X014 6063 -T5 TOP RAIL t 1.467 I 1.467 .4198 #8008 6063 -T5 DRIP CAP 1.940 .0501 1 1.160 i �L .311 .040 O6 #8007 6063 -T6 SCREW COVER O#8017 6063 -T5 O TOP SWEEP &2Z-240 T_ .797 #8016 6063 -TS 24 BOTTOM SWEEP .075 O#8014A 6063 -T5 O #8015 6063 -T6 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL MCffi%UWYaRAoff WY KOKOrr1% FL 3a76 P.a sox im PROFILES ALUM. FOT40 11/2 & SIDE 8 �► 1'2 r rr IMPACT %J1111l1 SS7 *ill w .0 lu warm A. ,SS14NAti� LY& MILLAR, P.E. FL P.E.# 58705 r- -2.260 '075 27 #8021 B 6063 -T6 GEAR HINGE, JAMB ,.. .050 ,438 2622- ---+�� 61 #8028 6063 -T5 SL HEAD TRIM .045 .442 .986 jq #8022 6063 -T5 BACKBEAD .742 {�--• , .353 .072 28 #8020A 6063 -T6 GEAR HINGE, COVER 3.775 � i- 1.325 .1267 ,Q60 #8056.6063 -T4 SUBSILL, OPTIONAL - 1.169 665 .045 10 26A 6063 -T5 SL BACKBEAD 7mis .142 .301 �- --1.763•• - 4 29 #8018 6063 -T5 HINGE, BACK -UP �1.812� .075 01 00 �- 2.438 .100 30. #8019A 6063 -T6 37 #8039 6063 -T6 GEAR HINGE, DOOR TRUSS CLAMP .000 I 70 #80106063 -T6 NARROW SL JAMB .760 .045 .818 f+• 10 #8023A 6063 -T5 7/16" BEAD 10 MCiMOOYMM NOKOMIS, A 34278 PA BOX im NOKOUld, FL 34274 .040 .437 .957 1 �#8024A 6063 -T5 I.G. BEAD ALUM. M750 -21 .125 O#80338 6105 -T5 O FD ASS'Y BEAM �-- 2.313 —•►� 060 . 62 #8029 6063 -T5 SL JAMB TRIM DOOR & SIDE 112 1 9 d 12 IMPACT 8000 -11 1 E e, �,%kttrrrrl,j.� \,INN oo k4i 1 "k t t1o• 58705 r • O ��'f J �• STAYE � ' •�'C�'�� ''�•,SStONA�;� A. LY14001di2, P.E. FL P.E.# 68705 1 J, MB ANCHORS 18.500" HT. QTY. MAX. 96314'-(5) O.C. 91314--(5) 87 314" - (5) 83 3/4" - (5) 79 314" - (5) 11" D (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: i OR 2 11" 10.571" MAX. O C. LAMB -L& ANC; H HT. QTY. 96314'-(8 _T 913/4'-(8 83 3/4" - (7) 79 314" - (7) ® QETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2OR3 ANCHORAGE SPACING REQUIREMENTS: 3" MIN. ®TYP. HEAD & SIL ANCHOR CLUSTER (TYPICAL) .JAMB CHO HT. QTY. 95 3/4" - (5) 913/4"- (5) 87 3/4" - (5) 83 314" - (5) 79 34" - (5) D... TAIL C (CONCRETE) (2 OR MORIE PANELS) ANCHOR TYPES: 1 OR 2 11" ,1 18.500" MAX. O.C. 11" SEE NOTE 5 REGARDING APPLICABLITY OF ENCIRCLED ANCHOR LOCATIONS 3" MIN. ' TYP. A (2) EQ. SP. TYP. I a o' i -- ,.---- i12 "t� HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. MB ANCHORS HT. QTY. 95314'-(8) 913/4'-(8) 87 314" - (8) 83 314" - (7) 79 314" - (7) D 'AIL Q (WOOD) (2 OR MORE PANELS ANCHOR TYPF.S: 2OR3 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE - PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1- 114" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 13/8" MIN. EMBEDMENT OR TYPE 2 AT 13/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318' MIN. EMBEDMENT. 33. SINGLE PAN NFIGURETIQNS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD SUBSTRATE) HEAD AND SILL ..... 6" MAX. FROM FRAME CORNERS. JAMBS .....................110 MAX. FROM FRAME CORNERS, 18-600' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B}. 4. TWO OR ORE PANEL ONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5-M-00 ,_RMORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3 ", 5 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). ) PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS .....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. ` NVrssx �a �. 1070T;cHNcxoQYasnf ANCHORAGE SPACING Fws awa MWOMIAPr.342M +w TAPGOArTO,60AW0Yw. PO.eoxim ALUM. FRENCH DOOR & SIDE LITES, IMPACT Nox006. Fl. sa2r4 ® pp 714 1'a a 12 8000 -11 1 E 11" 10.571" MAX. O.C. _1® Oft"IftO►04. x LYNN. j("'�i�'i ZZ NO-68705 - O •• STATE IF • w; r •.�toRtvP.•��'��.` A. LYN WIGiI(.L��R, P.E. FL P.E.# 68706 CONCRETE ANCHOR 114" MAX. (NOTE 1) GROUT. NOTC 5 �: a • is � .� . "3.4 K$1'MIN. 4 CONCRETE ''.`� CONCRETE ANCHOR 114" MAX. SEE NOTE 1 GROUT, SEE NOTE 5 SEE CONCRETE "';,a NOTE 1 °' OPTIONAL .84 EMBED. "�: • �+: SEE NOTE 1 r� 1/4" MAX. GROUT SEE NOTE S 1318* ' WOOD ANCHOR, SEE NOTE 2 2x WOOD, SEE NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) EXTERIOR INTERIOR (ALL HEAD S SILL SECTIONS) 1/4" MAX. GROUT SEE NOTE 5 WOOD ANCHOR, OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) CObAETE ANCHOR, SEE NOTE 1 L� SEE NOTE 1 WOOD ANCHOR SEE NOTE ® TYPICALMR & SIDE LIT AD NOTES: I. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/47. MIN. EMBEDMENT: 1/4" ULTRACON -1 318",1/4" SS4 CRETE -FLEX -1 314 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 10 THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8463 -T5 AND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. •rte rO 14MWOu ►pTwWOLOpypRIM ANCHORAGE DETAILS NWOMIS, A SQM —91 Ift IFP� ri at% anif RM ALUM. FRENCH DOOR & SlDE PD760 1 114 Ill -f12 IMPACT 111111 15 LYNN v S40 No. 58705 ,,� • le+ ; tl �= 0'•, STATE OF S�o�vAi. •'�N�� A. L UN' Ml ILLk P.E. FL P.E.# 58705 KSl BED. } :s �:. `� ` ::. :,';:.. • ;. 3.4 MIN. E �. 'EMBED. ...CONCRETE •'•''......: ,�, '` •'• ` '' N 1 -_ • 3.4 KSI . MIN. '; �� •• ::;• n "!� - CONCRETE : SEE 1M 2x WOOD 13/8" MIN. '' �''�•: r •� .�' NOTE 1 SEE NOTE 3 1x WOO • SEE NO 3 114° " 114" MAX. MAX. SHIM SHIM CObAETE ANCHOR, SEE NOTE 1 L� SEE NOTE 1 WOOD ANCHOR SEE NOTE ® TYPICALMR & SIDE LIT AD NOTES: I. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/47. MIN. EMBEDMENT: 1/4" ULTRACON -1 318",1/4" SS4 CRETE -FLEX -1 314 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 10 THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8463 -T5 AND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. •rte rO 14MWOu ►pTwWOLOpypRIM ANCHORAGE DETAILS NWOMIS, A SQM —91 Ift IFP� ri at% anif RM ALUM. FRENCH DOOR & SlDE PD760 1 114 Ill -f12 IMPACT 111111 15 LYNN v S40 No. 58705 ,,� • le+ ; tl �= 0'•, STATE OF S�o�vAi. •'�N�� A. L UN' Ml ILLk P.E. FL P.E.# 58705 < EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE -A ANCHOR 1/4" MAX SEE NOTE 1, SHEET 11 GROUT, SEE NOTE 5, SHEET 11 6FX NOU 1. SHEET 11 A (DIRECT 2: CONCRETE OPTIONAL ANCHOR, SEE NOTE 1, 84- SHEET 11 yyQ A 114" MAX, SEE NOTO Z GROUT, 1/4" MAX i$iF1 11 SEE NOTE GROUT 5, SHEET 11 A SEE NOTE 5, SHEET 1.1 9MBED. 2x ONM SeE Noll I, A m tA KS( MfN.":'*.* 1 318" N. EE NOTE 3.-- SHP SHEET 11 OPTIONAL DOOR SILL TYPICAL DOOR SILL (SUBSILL TO CONCRETE) (DIRECT TO WOOD) EMBED. EMBED. ASEE A SEE CONCRETE NOTE 1, —a.,NOTE 1, ANCHOR, SHEET11 SHEET 11 SEE NOTE 1. INTERIOR SHEET11 (ALL JAMB SECTIONS) .. ..... CONCRETE • im ANCHOR, EXTERIOR SEE NOTE 1, SHEET11 3.4KSIMIN. CONCRETE OR1 6 KSI 3.4 KSI MIN. MIN.CMU" CONCRETE 1XWWD SEE NOTE 3, SHEET11 1/4" MAX SHIM—.4 1/4u MAX. SHIN TYPICAL DOOR & SIDE LITE JAMB rowammymm MWORM, FL SfM P.O. ag I= MWOMIA FL M274 2xWOOD, SEE NOTE 3, SHEET I I OPTIONAL V4001 SEE NOTE 1 114" MAX. GROUT, SEE NOTE 5. SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO WOOD) ACqN'RRtTE 1/,r MAX. SHIMI--4 �-- ANCHORWE DETAILS ALUM. FRENCH DOOR & SIDE FD750 1 114 1 12 -r 12 IMPACT 8000-11 1 E %1111111 LYNIV %WEN4 N0.58705 Z to tills to • o sTATE OF q/ONAi,C A. LQ MIL111tWP.E. FL P.EJ 58705 MIAMI —DADS COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) .v�v�v.mlamlaadegovruerar PGT Industries 1070 Technology Drive Nokomis, F134275 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 PERM 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. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact", sheets I through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision sump with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small ATssile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers 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. 1`ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the matWori use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any sales, advertising or any other purposes shalt automatically terminate this NOA. Failure to P section of this NOA shall be cause for termination and removal of NOA. IS : The NOA number preceded by the words Miami-Dade County, Florida, and on date may be displayed in advertising liter_ ature. If any portion of the NOA is d, be done in its entirety. . A py of this entire NOA shall be provided to the user by the manufacturer or its I 1 shall be available for inspection at the job site at the request of the Building Official. e NOA No. 08--0117.11 and consists of this page 1, evidence pages E-1 and E--2, as well as al document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.11- 1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ander previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12117/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4607 and FTL -4608, dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1129.11) 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, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3729, FTL -3587, FTL -3582 and FTL -3580, dated 02/28 /03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Re gulgtory Affairs {PERA} Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite& PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 {with the 2009 supplement} and FBC 2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. I 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P: E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 48 -0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. ( Submitted under previous NOA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL -3729, FTL -3587, FTL -3582 and FTL- -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) G. OTHERS 1. Notice of Acceptance No. 084117.11, issued to PGT Industries for their Series "CA-740 Aluminum Casement Window - L.M.I." approved on 05/15/08 and expiring on 05/22/13. ' r Jaime D. Gascon, F. E. Product Control Section Supervisor NOA No.11- 1110.18 Expiration Date: May 22, 2013 E -a Approval Date: February 09, 2012 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS W/ AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF CONFIGURATIONS OPTIONS SOLUTIA OR DUPONT PVB. E. 131'16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5116" LAMINATED COMPONENT WITH A 31W AIRSPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/$" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AG. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (21 LITES OF 3116" HEAT STRENGTl4F_NFn M ASS WITH AN nQn cni I rrlA nR ni 1PnNT P%IR iKITF:Qi AW12 IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.A 2. CONFIGURATIONS: X, )K XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY.; D. FOR "X" CONFIGURATIONS SEE SHEET S. E. FOR "XX" CONFIGURATIONS SEE SHEET 6.w ��•�,.` F. FOR j "XOX" & "O" CONFIGURATIONS SEE SHEET 7. o. �g cx G. FOR '7COX" &'NCO" OR "OX" CONFIGURATIONS SEE SHEET 8. �A,- I' ��' ! 40® NO,, �W *�� H. FOR UNEQUAL LITE "XOX, 'NCO" & "OX" CONFIGURATIONS SEE SHEET 9. ® 1"' q� 1 r A4. ANCHORAGE: THE 331/30A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FO ��a��fi, ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS P6 MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN f� SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. , 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FK: 7110103 C NO CHANGE 7M SHEET Rem 9070 TECHNOLOGY 4275 .-�- RK � elaaos D aaa 78' Hr., Grass TYPES FANa Q REVISE ANCHORAGE NOicoMls. Ft. 34275 i..r. 9a2M99 E FOC 2090 CODE CHANGE 8 30' RULE P.O. BOX log Dom .. yr, W... -a- tn& NOKOMIS, FL 34274 Visibly Better MOTES ARID TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT C"40 I NTS 17-f 13 1 7045 -8 1 E ",f �• hV�� :vim.. ad 'J4 ''�.%�; An 'f t�> r _ Za4 C k 0 s I \1. ', N LYNN 4q; f4"1 Y. � No. 58705 r ' trr AX111 r 0 •. STATE OF : c4 'S;S/ONALL'1�`;C' ��• P.E.# 6870 Y� a NOA DRAWING TABLE OF CONTENTS SHEET NOTES............ ............................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS .. ............................... 3-4 DESIGN PRESSURE TABLES....... 5 -9 SECTIONS ......... .............................10 CORNER CONSTRUCTION ........... 11 EXTRUSION PROFILES ................ 11 -12 PARTS LIST ....... .............................12 ANCHORAGE .......... .......................1,3,4,13 SOLUTIA OR DUPONT PVB. E. 131'16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5116" LAMINATED COMPONENT WITH A 31W AIRSPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/$" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AG. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (21 LITES OF 3116" HEAT STRENGTl4F_NFn M ASS WITH AN nQn cni I rrlA nR ni 1PnNT P%IR iKITF:Qi AW12 IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.A 2. CONFIGURATIONS: X, )K XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY.; D. FOR "X" CONFIGURATIONS SEE SHEET S. E. FOR "XX" CONFIGURATIONS SEE SHEET 6.w ��•�,.` F. FOR j "XOX" & "O" CONFIGURATIONS SEE SHEET 7. o. �g cx G. FOR '7COX" &'NCO" OR "OX" CONFIGURATIONS SEE SHEET 8. �A,- I' ��' ! 40® NO,, �W *�� H. FOR UNEQUAL LITE "XOX, 'NCO" & "OX" CONFIGURATIONS SEE SHEET 9. ® 1"' q� 1 r A4. ANCHORAGE: THE 331/30A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FO ��a��fi, ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS P6 MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN f� SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. , 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FK: 7110103 C NO CHANGE 7M SHEET Rem 9070 TECHNOLOGY 4275 .-�- RK � elaaos D aaa 78' Hr., Grass TYPES FANa Q REVISE ANCHORAGE NOicoMls. Ft. 34275 i..r. 9a2M99 E FOC 2090 CODE CHANGE 8 30' RULE P.O. BOX log Dom .. yr, W... -a- tn& NOKOMIS, FL 34274 Visibly Better MOTES ARID TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT C"40 I NTS 17-f 13 1 7045 -8 1 E ",f �• hV�� :vim.. ad 'J4 ''�.%�; An 'f t�> r _ Za4 C k 0 s I \1. ', N LYNN 4q; f4"1 Y. � No. 58705 r ' trr AX111 r 0 •. STATE OF : c4 'S;S/ONALL'1�`;C' ��• P.E.# 6870 Y� a A 1/8" ANNEALED OR HEAT STRENGTHENED 43 GLASS 40 x-.090 PVB INTERLAYER 86 13!16" I--- 1/8" HEAT STRENGTHENED GLASS 5116" LAMINATED COMPONENT 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 46 30 S 118" HEAT STRENGTHENED .090 PVB INTERLAYER D. QR TEMPERED GLASS ('': 1/8" HEAT STRENGTHENED GLASS .65" NOM. 43 GLASS BITE !q- L, F -,p 5 A A NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5/16" LAMINATED GLAZING DETAIL 32 33 .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED 3/16" HEAT 3/16" ANNEALED 00 HEAT GLASS (,•— STRENGTHENED STRENGTHENED bLASS GLASS AIR 'PACE 43 LASS 1/8 "ANNEAL D OR- 41 .65" NOM. ®TEMPERED 9', GLASS BITE 44 5 85 44 46 7/18° LAMINATED C5 GLAZING DETAIL FX 11110103 1 C I NO CHANGE THIS SHEET Date: Reoae: F.K. D ADD 13/18"LAM! LO. W/7l18YAMt & CQI�iECT 6/18'LiM! DETAtt Sr. fftwd Dace; ae J.J. 10,24/11 E 38'RtJLE 1070 TNQNNOLOSYDRNN NOKOMIA FL 34278 P.O. BQX fm NOKOWS, FL 34.'0.4 A 13/16" L�JI 46 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL .65" NOM. GLASS BITE IN MIAMI -DADE ANY IG UNIT A INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3116" HEAT STRENGTHENED 46 .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL GLAZING DETAILS ALUMINUM CASEMENT &mr I NTS 12 -f 13 IMPACT 704" 1 E Itir'VISED >d with the Florida 11111111 4YNN• 1 � 58705 w-Z %o�•''• PLOR O�' • C��` cr '•• \A / /,ss/ONAL A. Lynd I� el ,'d.� P.E.# 58705 ANCHOR 1112" LOCATION TYP. I CENTERLINE 1 112" —' \ 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR* LOCATION AT HEAD & LOCATION SILL OF "X" PANELS, TYP. TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7" 7" 4" MAX. 4" MAX. 13" MAX. O.C. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" 4" MAX. ANCHOR 134" MAX. WIDTH LOCATIONS 30" MAX. 53" MAX. 30" MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT FDAYLIGHT NOTE 4) OPENING OPENING OPENING -e- 74" MAX. WIDTH 30" MAX. DAYLIGHT I OPENING zx XDAYLIGHT OPENING x 76" MAX. SEE M PETING HEIGHT RAILrDETAIL 14112" MAX. O.C. TYP. ELEVATION "B" - ""' (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN / • ANCHOR DETAIL TYP. (2) 69" MAX. DAYLIGHT OPENING 13" MAX. O.C. X X f / 76" MAX. O HEIGHT 4" MAX. t 4n MAX. 3" MAX. Q.C. - --�-�- 141!2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. 60" MAX. FIXED VENT TYP. SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) MW POWWOW FX 71?0/08 C ADD HINGE LOCATION MAILS 9W & "XOX° ELEVATIONS �" 1070 TECHNOLOGYMME F K 6123105 D CHANGE MAX HT. TO 7WAND MAX DLO TO 6B" Mwomis, FL 34276 M. 1.1. 10124(19 E NO CHANGE THIS SHEET P.O. BOX I 8 ALUMINUM CASEMENT WINDOW, IMPACT er. care Hate NMOMts, FL 3x274 Visibly Better ft t� F. r. 1 12/17102 1 1 1 04440 NTS.I 3 or 13 704" E mrnsm g with aw Amide NO I L t to. 111i11f1! V,YNN 4j /4�� /��i • Na. 54705 'w� SIA J /J`SS10NA1- P.E.# 58705 DENOTES HINGE 37" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT --- TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR / DETAIL /0 SHT. 3 TYP. (2) 13" III MAX' X O.C. I — 1--- HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL IA 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4" MAX. — 1 L 14112" 4 J MAX. L MAX. O.C. Inm i, n (SEE SHEEOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" –60" MAX. WIDTH — 53 " MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" O O.C. � 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 4" 4" MAX. 13" MAX. O.C. ELEVATION "E"- "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I 69" MAX. DAYLIGHT OPENING IA 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) I .� / I.. I. i --13" MAX. O.C. 14112" MAX. O.C. VENT 4" MAX. L HEAD & SILL ONLY 37" MAX. VE 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS-8 -9 FOR PRESSURES) sr. ate; x,e: F C 8123105 c ADO IANGE DETAIL a HINGE LOCATION NOTES "1(",� "O ; "XO" & "OX" ELEVATIONS 107N KOMIS,L L 34275NE FJG 7/10/03 D CHANGE MAX NT. TO 76" AND MAX. DLO TO �" NClKOM1S, FL 34276 t� i..r. 10%24119 E NO CHANGE THIS SMET P.O. sqx rs29 —ALUMINUM CASEMENT WINDOW, IMPACT Drawn . Dad: By Da6m NOKOMIS, FL 34274 Visab& Better sat &?& t s amowift R"ic .... ..... F.IG 12117102 F.K CA-740 NTS 4 a 93 7045-8 E IA 69" MAX. DAYLIGHT OPENING la 76" MAX. HEIGHT PRODUCrREWSM Mdldim � w" MrWa A..........-.eM- ►11111 ��.� LYNN A41 -'loll ,` Na 5g705 btu; st xe 0iC� '•....LOR . i ft /ONAL P.E.# 60705 /0 13" MAX. O.C. ELEVATION "E"- "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I 69" MAX. DAYLIGHT OPENING IA 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) I .� / I.. I. i --13" MAX. O.C. 14112" MAX. O.C. VENT 4" MAX. L HEAD & SILL ONLY 37" MAX. VE 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS-8 -9 FOR PRESSURES) sr. ate; x,e: F C 8123105 c ADO IANGE DETAIL a HINGE LOCATION NOTES "1(",� "O ; "XO" & "OX" ELEVATIONS 107N KOMIS,L L 34275NE FJG 7/10/03 D CHANGE MAX NT. TO 76" AND MAX. DLO TO �" NClKOM1S, FL 34276 t� i..r. 10%24119 E NO CHANGE THIS SMET P.O. sqx rs29 —ALUMINUM CASEMENT WINDOW, IMPACT Drawn . Dad: By Da6m NOKOMIS, FL 34274 Visab& Better sat &?& t s amowift R"ic .... ..... F.IG 12117102 F.K CA-740 NTS 4 a 93 7045-8 E IA 69" MAX. DAYLIGHT OPENING la 76" MAX. HEIGHT PRODUCrREWSM Mdldim � w" MrWa A..........-.eM- ►11111 ��.� LYNN A41 -'loll ,` Na 5g705 btu; st xe 0iC� '•....LOR . i ft /ONAL P.E.# 60705 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) 8.5/16" 11 /8 "HS .090,1/8" E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) HEIGHT 11X" 26 31 36 383/8 43 48 505/8 54 1 57 60 63 `" 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.01.-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2170.0 -83.2170.0 .-81.7170.0 B,E -90.0170. -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0170.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8167.8 -66.2 66.2 - 65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90-0170.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4168.4 - 63.9 63,9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 - 51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.5 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61,8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.81-50.4 50.41-47.7 47.71-45.6145.6 -43.9143.91-42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.817001-84.4 70.0 34 A- -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0170.0 -75.0 70,0 -75.0 70.0 -70.4 70,0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -75.0 J70.0 -75.0 70.0 -75.0 70.0.1-75.0170.0 -75.0170.0 -75.0170.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 kB,-75.0 -75.0 -75.0 70.0 -73.7 70.0 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46A 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70. -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 M °D�;t the Florida Building Code Acceptance No t Q , =Dole i9 Mami Dad � e pr < < I ! TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37' WIDE x 76" HIGH 1-55.0155.0 NOTES: ® 1: FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4 ".TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X `4YNN �� ,�`�`.•''��+I:ntsF''•.Fp '. '* • No. 58705 r10 • V� /�� ... / C�► 'm I i • D i \ �iQei� •'•., R(QR1Q4;.•'`�� A. L� 1�111 1`i P.E.# 68705 0 pale: 7110103 C NO CHANGE THIS SHEET tic;T_ vW610 $after PRESSURES- X CONFIG. WINDOWS FJC Y 8123/05 DD ltEVISEANCHORS & ADD Ar HEM T OP77ON 907NOKOMI.S, FL 34276 V E P.O. BQX 9529 NOKOMIS, FL 34274 ALUMINUM CASEMENT WINDOW IMPACT ! J.J. IM4111 E NO CHANGE 77413 SHEET � CA -740 s , -f 13 H, 7045 -8 � E a WE By. F.K. pa6� 12117AM ctreoxed .pate 'OMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 X X - GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) HEIGHT "XX° 26 31 36 383/8 43 48 505/8 54 57 60 63 WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG .POS NEG I POS 37 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.01 70.0 -75.0 70.01-75.0 70.01-75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.01 70.0 -75.0 70.01-75.0 70.0 53118 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 i 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 - 65.2 65.2 -63.0 63.0 -60.8 60.8 - 58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.91-60.0 60.0 -58.5 58.5 -56.21 56.2 -53.41 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 F-56.1 51.8 - 48.6 48,6 -45.2 45.2 -42.4 42.4 72 A 1-75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 47.9 - 44.8 44.8 -42.2 42.21-39.7 39.7 74 A 70.0 -75.0 -70.0 -73.7 70.0 -67.9167.9 -59.0 59.0 -52.8 52.8 1-49.9149.9 -46.4 46.4 -43.5 43.5 141.1-1 41.1 -38.6 38.6 TABLE 4. 7X" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 18 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x63" HIGH -75.0 70.0 TABLE 5. '%r WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) I ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.0 1 70.0 II ABLE 5A. GLAZING OPTIONS: C. 7/16" LAMI (3/1 G PROOUCrRBVISM "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 Bu a�cedowitlytheNlariae 090,3/16 "HS) F.13/16" LAMI (1 /8 'A,AIR SPACE,711V' LAMI- W13 /16 "A,.090,3 /1WHS) Accoptanr�Na �. ( ALL "W SIZES UP TO 74" WIDE x 76" HIGH - 55.0 55.0 o Duto %��`' Miamf a e Product Contro `1 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2, IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. I F.K. 1623W I D I REWSEANCHORS & ADD TABLES 78' HEIGHT OPTION I I J.J. 102401 1 E I NO CHANGE" SHE'E'T 07ECHNOLOSYDRiVE NOKOMIS, R. 34276 P.O. sax Im NOKOMIS, FL 34274 PRESSURES "CONFIG. WINDOWS Tft ALUMINUM CASEMENT WINDOW. IMPACT v,b& flemr I CA-740 NTS 6 a 13 7045 -8 _ E LYNN * ' No. 58705 * r :gyp •' s ra `o �( •��tt S70NAi. �,\ P.E# 68706 COMPARATIVE ANALYSIS TABLE 6. 00"& 01/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL- -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/87A,.090,118 "HS) B. 5116" LAMI (1 /8 "HS,.090,1/8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16'HS) E. 13116" LAMI 1/8"HS,3/8" SPACE,6/16" LAMI -W/ 1 /8 "HS .0901 /8 "HS F.13/16" LAMI 1/8" R SPACE 7/16" LAMI -W/ 3 /1UA .090,3 /16"HS HEIGHT WIDTHS 26 31 36 383/8 43 48 505/8 54 57 60 63 67 72 76 "O" "XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36 72 A -76.0 70.0 -76.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -38.7 39.7 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -9Q.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0155.0 -55.0155.0 -55.0155.0 37 74 A -75.0 70.0 -75.0170.0 -7.3.7 70.0 -67.9.67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5143.5 -41.1 41.1 -36.6 38.6 B,E -75.0 70.0 -75.0170.0 -76.0 70.0 -75.0 70.0 -75.0 70.01-76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0 55.0 -55.0156.0 -56.0155.0 391/2 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 - 55.7 55.71-0.8 49.8 - 46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 B,E -76,0170.0 -75.0 70.0 -75.0,70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 CF -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0.70.0 -90.0170.0 -87.4170.0 -832170.0 - 5570 55.0 -55.0 55.0 - 55.0 65.0 .42 84 A -75.0 70.0 -78.070.0 -62.4162.4 -58.4 58.4 -63.3 63.3 -55.4 56.4 - 53.4 53.4 - 50.0 60.0 -46.9 46.9 - 44.3 44.3 -41.9 41.9 B,E 1 -75.0 70.0 75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-7&0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 170.0 -90.0 70.0 -90.0170.0 - 90.0 70.0.-90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -84.8 70.0 - 78.7 70.0 - 76.6 70.0 -65.0155.0 -65.6155-6 -55.0 55.0 45 90 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.6 54.6 - 59.3 59.3 - 53.6 53.6 -50.9 50.9 -47.6147.51-44.7 44.7 -42.1 42.1 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -76.0.70.0 -75.0,70.0 -76.0 70.0 CF.- -90.0 70.0 -90.0.70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 - 692 69.2 -66.0165.0 W.01 55.0 -66.0165.0 48 96 A -76.0 70.0 -66.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 55.1 -51 A 51.4 -48.6 48.6 -45.3 46.3 -42.5 42.5 -40.4 40A -38.4 38A 13,E -75.0 70.0 -75.0 70.0 -75.0.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 -65.0155.0 501/2 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 - 48.3 48.3 -52.7 52.71-48.7 48.7 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -392 39.2 -37.1 37.1 .-55.0155.0 .-M.2163.2 13,E -75.0 70.0 -75-0.70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -74.3 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 -63.5163.5 -60.5160.5 -65.0165.0 -52.6152.6 T9.6149.6 53118 1063/8 A -76.0 70.0 -58.7 68.7 -48.7.48.7 -45.4.45.4 -50.0 50.0 46.1 46.1-44.2 44.21-422 422 -40.1 40.1 -38.0138.0 -362136.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 75.0 70.0 -72.4 70.0 C,F -90.0 170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76A 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 -60.0 60.0 - 57.3 67.3 -53.8163.8 -40.4146.4 -46.2146.2 54 108 A -75.0 70.0 -58.2 68.2 -47.8 47.8 - 44.5 44.6 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 - 39.8 39.8 -37.6 37.6 - 35.9 35.9 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 CF -900 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 86.9 70.0 -76.0 70.0 -70.1 70.0 - 65.4 65.4 -61.8 61.8 -59.1 59.1 -56A 56.4 -52.8152.8 :4B,448,4 -415.21452 551/2 111 A -75.0 70.0 - 57.1 67.1 - 46.4 46.4 -43.3 43.3 -47.5 47.5-43.9 43.9 -422 422 -40.8 40.8 - 39.1 39.1 -37.2137.2- - 35.4 35.4 13,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C F I -90.0 70.0 -90.0.70.0 - 90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 - 68.4 68.4 - 63.6 63.6 -60.1 60.1 - 57.5 67.6 -54.8 54.8 -61.1151.1 -46.8146.8 -43.6143.6 57 114 A -75.0 70.0 - 56.2 562 -44.8.44.8 -42.1.42.1 - 46.2 46.2 -42.5 42.5 -41.2 41.22-30.8 39.8 -38.5 38.5 - 36.7 36.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 - 69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 81.8 70.0 -70.7 70.0 - 66.7 65.7 -61.8 61.8 - 58.7 58.7 -55.8 55.9 - 632 53.2 -49.4149.4 :4-5.2145.2 -42.6142.6 581/2 117 A -7422 70.0 -55.0 55.0 -43A 43A 40.9 40.9 - 44.8 44.8 -41.3 41.3 - 40.2 40.2 - 38.7 38.7 -37.6.37.6 -36.1136.1 - 34.2 34.2 B,E _75.0170.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -72.2170.0 -68A 68.4 C F -90.0170.0 -90.0 70.0 - 80.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 69.0 - 64.9 64.9 -60A 60.4 -57.3 57.3 - 54.5 54.5 -51.6 61.6 -47.8 47.8 - 43.6 43.6 7. -41. 41.7 60 120 A -72.9170.0- -53.4 53A -42.2 42.2 -39.7139.7 - 43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0170.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 CIF -90.0170.0 -90.0,70.0 -90.0 70.0 -90.0170.01-77.1170.01-67.3 67.3 - 63.3 63.31-59.1159.11-55.9. 55.9 - 53.0 53.0 -50.0 50.0 46.3 46.3 -42.8 42.8 -40.8 40.8 TABLE 7. "0" & 1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7116" LAMI (3/16"HS,.090,3/16"HS) ALL "0" SIZES UP TOW WIDE x 63" HIGH AND ALL 111/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH -90.0 70.0 7 GLAZING OPTIONS: D. 7/16" LAMI (3116"HS,.090,3116 "HS) G. 13/16" LAMI (1/8"A,AIR SPACE, 7116" LAMI- W/3 /16 "HS,.090,3N8 "HS) ALL "O" SIZES UP TO 60" WIDE x 78" HIGH AND ALL "1/4- 1/2 -1/4 XOW SIZES UP TO 120" WIDE x 76" HIGH - 55.0 56.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR ® 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Frc �t' 103 C �" NO CHANGE 7W SWET PRESSURES- 0 & 9/4- 9/2 -1/4 XOX CONFIG. WINDOWS a 907NOKOMI , FL 342 5 -'- seer F.K B/23l05 b � CHANGE ANCHORS AND ADD 78 H7: 0P770N NOKOMiS, Ft 39276 107W. IMF— RaWbw ' .1j. 10124111 E NO CHANGE 7HIS SHEET P.O. Boxier ---- ALUMINUM CASEMENT WINDOW, IMPACT ex �- oere: NOKOMIB, Ft 34274 Visibly Better` F.iG 92197102 CA -740 NTS 7 13 7045 -8 E 4 2 4 X O X O PRODUC TR6VI38D 0 complying with the l- lorida Bunding cado Acceptou "-LL -i d . /11111111 `\V .( j.YNIV R?/ "'//� ti� ��'�.� •• y�GENSF' ., �Q �� * No. 58705 �0• STA E ` i � 1 •.1�t0R10-. -'• �.9 A Cyr Mubr,V.E. P.EN 68705 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5116" LAMI (1 /8 "A,.090,1 /8 "HS) HEIGHT "XO" "XOX" 26 31 36 383/8 43 48 505/8 54 57 60 63 WIDTH WIDTH NEG I POS NEG I POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75. 0 70.01-75.0 70.01-75.0 70.01-75.0 70-01-75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.0 531/8 792/3 A -75.0 70.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 76.0 -69.5 69.51 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.71-60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.01 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0.-58.5 58.5 -56.2 56.21-53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.11-53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 66.4 - 58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 1 -43.1 43.1 70.917 1063/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.01-70.41 70.0 -60.4 60.4 - 54.3 54.3 -51.au -47.9 47.9 - 44.8 44.8 1-41.1141.11-38.6138.6 -42.2 42.2 -39.7 39.7 74 111 JA U-75.01 70.0 -75.0170.0 -73.7 70.0 -67.9167.9 1-59.0159.0 -52.8 52.8 -49.-46.4146.4 -43.5 43.5 TABLE 9. "XO" or "OX" & "1/3- 1- 13A/3� XOX- WINDOWS - TEST REPORTS: FTL -3582, FTL - 3729. GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 116" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -7,5.01700 TABLE 10. "XO" or "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS _ _ TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,A90,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH-1-90.0 170.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL 0113 - 113 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.0 155.0 F&I NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. FX 7/10/03 C NO CHANGE TH18 SHEET Row or. Dafm F.K 8123!06 D CHANQEANCHORSAND ADD 76 °HEIGHTpPTlON J.J. r• 10/24/11 NO CHANGE TMS SHEET 10 7ECHNOLOGYORWE NOKOMIS, FL 34278 P.O. sQx im NOKOMIS, FL 34274 PRESSURES- XO, OX, & 913- 9/3 -9/3 XOX ALUMINUM CASEMENT WINDOW. IMPACT visibly Bemr I CA-740 NTS 18 73 1 7045 -8 I E 1 3 X 1 3 O 1 3 X X O O X :ODUCT REVISM) complying with the Florida Ilding Cado ceMunce No_ Itlllill �gY LYIVIV r ' No. 5870.5 ' U•c� STATE OF .'/'0 NAL t\\v A 4AA Ivfi44 P.E. P.E.# 68705 COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8"HS) B. 5/16" LAMI (1 /8 "HS,.090,1/8"HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) E. 13116" LAMI 1 /8"HS 3/8" SPACE 5/16" LAMI -Wl 1 /8 "HS .0901 /8 "HS F. 13/16" LAMI 1 /8"A AIR SPACE, 7116" LAMI- Wl3 /16 "A 3/16-&.09013/16-118) HEIGHT WIDTHS 26 36 383/8 43 1 46 1 606/8 1 54 1 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POW NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.284 19.125 31.014 A -75.0170.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 - 58.1 56.1 -56.1 56.1 -53.3 53.3 - 50.5 50.5 B,E '-75.0170.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0170.0 -90.0 70.0,-90.0. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0155.0 -55.0 55.0 -66.0156.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 .44.1 44.11-41.6,41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0-75.0 70.0 -73.870.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-89.4170.0 -85.2170.0 -55.015 -55.0 55.0 -55.0 55.0 95.973 27 42.973 A -75.0 70.0 - 60.5 60.5 -57.2 572 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0.-75.0 70.0.-75.0 70.0.-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -67.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.0155.0 -55.0155.0 -55.0 55.0 108.64 30 48.649 A -76.0170.0 - 53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 482 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 13,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0-75.0. 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 - 66.3 66.3 -63.1 63.1 -55.0155.0 -55.0 55.0 -52.2162.2 115.692 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8,46.8 -51.3.51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 -40.7 40.7 -36.6 38.6 - 36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0.70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.01-73.2 70.0 -68.3 68.3 -84.8.64.8 -61.4 61.4 -58.8 58.8 - 55.0 55.0 -50.9 50.9 -47.7 47.7 122 33.687 54.627 A -75.0 70.0,-47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.6139.6 -37.6,37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0170.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C.F. -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 -58A 58.4 -55.7 55.7 - 52.1 52.1 -47.7147.7 -44.6144.6 123.135 34 55.135 A -75.0.70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3-42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -36.5 35.5 B E -75.0 70.0 .75.a 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0,-74.6 70.0,-71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 64.1 64.1 -60.5 60.51-67.9 57.9 -55.2 55.2 -61.6151.5 -47.2 47.2 -44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6.42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 402 -38.7 38.7 - 36.9 36.9 - 35.0 35.0 B,E -76.0 70.0 -75.0 70.0 -75.0170.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -73.7 70.0 -70.1 70.0 C F -90.0170.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -63.6 53.8 -60.1150.1 -45.8146.8 -43.0143.0 130 35.896 56.209 A -74.4170.0 -43.6.43.6 -412 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4.-38.9 38.9 -37.7 37.7 -36.2 36.2 -34.3.34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C F -90.0 70.0 -80.0 70.0 -90.0 70.0 -79.9.70.0 -69.3 69.3 - 66.3 65.3 -60.6 60.61-57.6 57.6 -54.7 54.7 -51.8 51.8 -48.1 48.1 -43.9 43.9 -41.9 41.8 130.378 36 58.378 A -74.3 70.0 -43.5 43.6 -41.0 41.0 -46.0 45.0 -41.4 41.4.-40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0.-72.3 70.0 -66.5 66.5 OF -90.0 70.0 -90.0.70.0 -90.0 70.0 -79.6 70.0 - 69.1 69.1 -65.1 65.1 -60.5 60.6 -57.4 67.4 - 54.6 54.6 -51.7.61.7 -48.0148.0 -43.8 43.6 -41.8 41.8 134 37 60 -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 - 35.5 35.5 -33.7 33.7 MA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67A -90.0 70.0 -80.0 70.0 -90.0 70.0 -77.1 70.0 11-67.3167.31-63.3 63.31-69.1159.11-66.9 55.9 -53.0 53.0 -50.0 50.0 - 48.3 46.3 -42.$ 428 -40.8 4a.8 NCO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -358a GLAZING OPTION: D. 7116" LAMI 3116 "HS,.090 3/16 "HS ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -80.0 70.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL -4608 GLAZING OPTIONS: D. 7116" LAMI 3116 "HS,.090,3 /16 "HS G. 13/16" LAMI 1/$ "A,AIR SPACE,7116" LAMI -Wt 3/16"HS,.090,311WHS ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -55,0 55.0 ALL "I or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7110103 I C I NO CHANGE 7HIS SHEET AK 1 8123106 1 D I CHANGE ANCHORS AND ADD 76' HEIGHT OPTION 1. J.J. 1 10124111 1 E I NO CHANGE THIS SHEET I 10 TECHNOLOGYDRIVE NOKOMIS, FL 34276 P.O. BOX 109 NOKOW, FL 34274 visibly setter awww- PRESSURES- UNEQUAL CONFIG XO, OX & ALUMINUM CASEMENT W1NL?OW, IMPACT _ boomwoft CA -740 'N TS 9 13 7048 E x o x UNEQUAL LITES X 0 UNEQUAL LITES o x UNEQUAL LITES PRODUCT REVISED as cOmPlyiug wftb the FloWa Building Code Acceptance No ( Q . By iM UM ode Product Control i YLYAI�i ti Qx\' ,- ' LICENSE •.ltr� �� No. 58705 0x STATE o " "I, 01VAL ��;G`�• ' M1194 P.E.# 68705 MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT s OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT F.K 17/14W IC SNOW TOP HINGE J VERTICAL SECTION FIXED UNIT I F.K 1 612= ID I CHG 8HT. NO AEF. AND ADD ITEM 89 I J.J. 1 90124/91 1 E NO CHANGE THIS SHEET REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 910 MAX FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) —MAX. WIDTH (SEE SHT. 3)- HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 19 A REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 19 HORIZONTAL SECTION - XX t *tt srl 1. '4) MAX. WIDTH (SEE SHT. 4) – HORIZONTAL SECTION - X 1070TBMNOLOGYDRW � T SECTIONS NOKOMIA n 3427'5 tw P.O. t1OX 95'19 ALUMINUM CASEMENT I NOKOMIS, PL 34274 Visibly Better awwRA" sm& r. CA-740 NTS_ 10 of 93 IMPACT 7045-8 1 E PRODUM MWSM its COM111ying evtth the Florida Code Acct acv No,� i NY LYNN No. 58705 I-0 4 ST P." 69705 FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB 13" MAX. O.C. W./ (2) SCREWS 3" APART AT MID -SPAN 011#611=7-11n, ApI_ TL7 . "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063-T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FX 17110103 1 C Rom Dr. 081w we F K 8123J05 D JJ. 10!24/99 E NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET ADD nE'M B9 NO CHANGE THIS SHEET L 1.376" .440" 095" 89 CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .aW 2.854" .062" NOM. 12159" N-t 2.13V SSASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 80 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 2.919"1 (1 } FRAME HEAD, SILL, JAMB MAT L: 6063 - -T6 DWG# 7002A I4" 10 TECHNO LOGYDRIVE -37 EXTRUSIONS & ASSEMBLY DETAILS NOKOMIS, FL 34M M: ` P.O. BOX w" . ALUMINUM CASEMENT VWNDOW, IMP NOKOMIS, n 34274 Visibly Better �cAa40 NTS 11 � 13 � 7045 -8 PRODUCT' RLMM as complying with die Florida Badlng Coda Acceptance Na OW ` T ff� . 111111 ``\ ♦ ♦��fl��(. LY�tq► ��..,•• viCEJVSfi'•. ., No. 58705 :• 0 •. sTA w �i��S'•.�LOR10P.•'' �� ,74 ZONAL S: 7j E REA W05 F.K. PARTS LIST ITEM DWG # PGT. # DESCRIPTION I 7002A MAXIM SINGLE LOCK MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA 08 X I QUAD PH SMS 3 7008 024/11 FRAME CORNER KEY 4 NO CHANGE THIS SHEET VW A r 1/2"X1/2 "XI /8" CLOSED -CELL FOAM TAPE 5 7003A #8 X 1 QUAD PN SMS SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 GLAZING BEAD (13/16" I.G ) SASH CORNER KEY 9 7024 I.G. GLASS (1/8 "HS, AIR SPACE, 5/16-LAMI) 5/16" LAMI MAXIM MULTI -POINT LOCK 10 7026 13/16" LOCK SUPPORT PLATE 11 88 010-24 X.562 PH. PN. TYPE F 12 7014 89 MULTI^LOCK KEEPER .H. & L.H. 13 1157 78X78PPSMS #8 X.975 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET CL.H. & R.H.) 22 7858ZA 08 X 518" FLT, PHL SMS 23 7033 OPERATOR TRACK & SLIDER 04JAL AR 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE LHEAVY DUTY) 26 710xI2FP # 10 X .500 PH. PHL. 30 5116" LAMINATED (1 /8A & I /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & I/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /16HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (51101 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP ICK 44 SILICONE - DOW CORNING 899,995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMBNT SCREEN CLIP 55 78x12PSTW1B 08X.500 S . PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE F.K. 7/10103 C PCT. # I NO CHANGE THISAHEET 73 gate MAXIM SINGLE LOCK 74 F.K 812M D 75 ADD EQUIV. TO ITEM44, SIUCONEANDADD ITEMS 87, WAND J.J. 024/11 E 7005A NO CHANGE THIS SHEET VW A r cad 1155 781PQA #8 X 1 QUAD PN SMS F.K I 171 17M2 FIXED FRAME CORNER KEY 83 7007 PARTS LIST CONT. ITEM DWG # PCT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G ) 86 13/16" I.G. GLASS (1/8 "HS, AIR SPACE, 5/16-LAMI) 5/16" LAMI (2) LITES OF I/8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8"HS, AIR SPACE, 7/16-LAMI) 7/16" LAMI 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I.G. GLASS.(1/8 "HS, AIR SPACE, 7/16" I) 7116" LAMI 3 /16HS & 3/16HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 1 67071 ICASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) G .706" —"--A .050" .865" 40 5/16" GLAZING BEAD MAT'L: 6063 -•T6 DWG# 7036 MAT'L: 6063-T6 DWG# 7042 .040" 1.000" .423" 50 CASEMENT SCREEN FRAME A" 83 INSTALLATION HOLE COVER .040" MAT'L: 6063-T6 DWG# 7007 J:!:l �-- .172" .870 n - -- .050" T :� ham-- .569" 13116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" (D67 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063-T6 MAT'L: 6063-T6 DWG# 7006 DWG# 7004A 10 TECHNOLOOYDR/VE PARTS LIST & EXTRUSIONS NOKOMIB, >=t 34276 '� P.O. WX Ism F , ALUMINUM_ CASEMENT WINDOW, IMPACT NOKOMIS, a 34274 Visibly Better saftAloft NTS 72 « 13 � 704:rr8 )1 E `-� PRODUCT REVISED as Buddhm � 3� the ��Floeda �r AcceptauCe No f 4 -- l _� � Qr l {1111!► i No. 58705 o ' _ l •Ll A Lytn�ilAltlit� , P.E P.E.# 58705 >a 4 I 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 2 mul lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 SEE NOTE 4 OPERABLE UNIT FRAME TO WOOD BUCK 1 1l2" OR MORE THICK 1/4" MAX. SHIM ASEE NOTE 1 ® 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 2 ,SEE NOTE 4 E NOTE 4 z •• 11/4" Lul T-71 '/: • • r�•� :If «; �_ - -- .;. 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NOTE 4 114" MAX. SHIM QSEE NOTE 1 •� 1 1/2" MIN. lx WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ® SEE NOTE 1 -I I_F.rSEENOTE4 1 11fti 'u'ii4iiinifsr�nn�u;lun�1 +.� SEE r NOTE 4 FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK r 0 /-SEE NOTE 4 r.:: is t' 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE is • 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHbSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89. BACKING PLATE. NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. F.IG 171IM3 1 C F. 812.3/05 O J.J. 4024144 E CHANGE THIS SHEET REVISE NOTES ANO REMOVE NO CHANGE THIS SHEET 4070 TEOMMOGYDRIVE TAPCONS & #44 SCREM I NOKOMIS, Ft 34275 P.O. BOX 4618 NOKOMIB, FL 34274 DETAILS ALUMINUM CASEMENT WINDOW. IMPACT Voibly Better I � -740 I NTS 1-73 m 73 1" 70454 I'E PRODUCT REVISED as eosrpl ils'A id) the Florida Bulk ft Cock Acom tm= No _ t o . 111111 LYNAI Qom,. • �,10ENSF••.�t�`,A ''. No. 58705 �O� STAEO •'�� o 70NAL A. f {4i lwov. 1. P.E.# 68705 10 MIAMFDIAD MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade sov /nera/ PGT Industries 1070 Technology Drive Nokbmis,.Fl 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subti itted 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 area 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. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the-Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 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. IT11 IINATION 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, sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply ' section of this NOA shall be cause for termination and removal of NOA. The NOA number preceded by the words Miami-Dade County, Florida, and ition date may be displayed in advertising literature. If any portion of the NOA is be done in its entirety. i1all' y of this entire NOA shall be provided to the user by the manufacturer or its available for inspection at the job site at the request of the Building Official. No.10- 0504.05 and consists of this page 1, evidence pages E-I and E2, as well as ioned above. documentation was reviewed by Jaime D. Gascon, P. E. NOA No.11- 1110.15 t Expiration Date: February 19, 2014 V 1 2S � IV Approval Date: February 02, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- .X.105.01) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air. Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FIT,-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC 2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1110. 15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61GI5 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. . (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window- L.M.I." approved on 09/22/10 and expiring on 02/19/14. Jaime D. Garcon, . E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -2 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). B. 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 TESTED 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 -1/3X STRESS INCREASE HAS N 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. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REMIREMENT: NON-E--REQUIRED 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, 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. 44 -1/4" 45 -1/4„ VISIBLE LIGHT VISIBLE LIGHT 6" '12 -7/8" 5" MAX. O.C. MAX. B MAX. O.C. 2" MAX. I I 0 C A A I - 98 1/4" FIN TO FIN I 92-1/4" 5" I VISIBLE MAX. +� \ LIGHT O.C. `\ I 96" 12 -7/8" FLANGE 96° MAX, TO FLANGE I I .I. 6" � 48" FLANGE _� D MAX. TO FLANGE 2" MAX. 48" --- -� B 50 1/4" FIN TO FIN TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME (TESTED UNIT) (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURE! FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. C 93-1/4" VISIBLE LIGHT GENERAL NOTES ........................ 1 ELEVATIONS, FLANGED ...............1 ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED....2 INSTALLATION, INTEGRAL FIN.....3 CORNER ASS'Y, INTEGRAL FIN..3 INSTALLATION, FLANGED .............4 CORNER ASS'Y, FLANG ...... 4 INSTALLATION, MISC... .....:. . 5 ANCHORAGE ............. ............. . EXTRUSION PROFI PARTS LIST.......... .: 4 *, At 67°d/ A?, J.J. 10/18/11 D 12010 FBC UPDATE Affid Dots; Revietooe. P E RE ORGA Z4TlON 1070 TECHNOLOGY DRIVE J.R. 3131110 C 1 FORMATION FOR ER WlN N. VENICE, FL 34275 1 e "s NOTE 1300-02 AND REVSE F.K. 44 07 B ANCHORAGNS E P.O. BOX 1529 ;re y Dote ichocked I Dete NOKOWS, FL 34274 F.K. 7114103 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT PW ->'oI NTS 4259 -4 ' 45%' 1 cep `lTg, "I till- tf �F64f°• _,0'�° 400 ��• }fig • ''pC VWF4 zLc QP as ``��o�,I•VINN `�� ' .• ��CENS� . lF� �i�i 140.58705 a� -o I � a� � it 0 � STA OF • 'C cSSIONA�- �s 4fk MIP �.E. ' P.E. 58705 A- Fin and FlMWd V tdWm Maximum Design 7 /16LSn*3 /16A- .090PV6.3/16HS Pressure (+I- Pon 706 LamEtGs3 /16fMP- 7A6AFR- 3/16A- .090PV84AWS or "B'\Dlmmmlon (MT) FLANGED OR . 24P 30 38 !42 ' 48 54 60 87.876 60 36 80.0 60.0 •80.0 00.0 80.0 80.0 80.0 80.0 80.0 48 80. 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 71.1 71.1 64.0 . 87.87- ' 72 80.0 80.0 80.0 80.0 80.0 80.0 80--o'\ '80.0 80.0 79.3 71.1 71.1 64.0 64.0 82.1 84.0 64.0 76.8 80.0 80.0 80.0 780.0 75.0 70.0 84.0 71.1 64.0 84 80.0 80.0 80.0 74.3 68.3 83.6 80.0 71.1 a 85.3 80.0 80.0 80.0 73.6. 67.4 825 80.0 71.1 8 080.0 80.0 77.2 64.7 88.2 80.0 80.0 109.7 80.0 1 80.0 72.3 58.3 80.0 80.0 120 80.0 1 80.0 70.4 80.0 80.0 128 80.0 80.0 70.0 80.0 80.0 145 80.0 80.0 80.0 80.0 Fln and fit aged Wbxlova Maximum Design Pressure W- pen )IM. 7/16 L"s 3/16#S- .090PV8- 3/i64S 7/ 16LwWl6 :3A6TMP- 7A6AIR- 3A6Hs- .090PVB- 3/1616 FLANGED OR A" _qrW plm;Wlon ( ) FRAME SHOWN) 30 36 42.. 54 60 67.875 SAFLEX KEEPSAFE MAXIMUM 36 80.0 80.0 80.0 "80.0 80.0 80.0 80.0 80.0 48 80. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.876 721) 80.0 80.0 80.0 8110 80.0 80.0 80.0,, 80 .10 -` 80.0 80.0 71.1 71.1 84.0 64.0 62.1 ' 76.8 80.0 80.0 80.0 `- -80.0 80.0 71.1 64.0 64 80.0 80.0 80.0 80.0 80.0 71.1 4 86.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 109.7 1 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 7/16" LAW GLASS NOMINAL 3/16° ANNEALED OR HEAT STRENGTHENED GLASS MO" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PV8 INTERiAYER HEAT 1 11/16" NOM. GLASS KITE 14 R O �--- "B" DIM. -- -� )IM. \� FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 -1/18° LAMI GLASS NOMINAL 7/16" LAW GLASS NOMINAL .090° DUPONT SUTACITE OR SAFLEX KEEPSAFE MAXIMUM 7/16" AIR SPACE PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3 HEAT 3/16" TEMPERED GLASS GLASS (31ORS f f ~ _1 -116" LAMI I.GJ . GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES: (INTEGRAL FIN FRAME SHOWN) "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32Fr. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). CHANCED HS CRP TO TMP FOR 30' RULE J.R. 3 3V10 I C INFORMATION FOR [ARGER WINDOWS. F.K. 1 414107 1 8 1 NO CHANGE THIS SHEET 070 TECHNOLOGY DRIB N. VENICE, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Dmript�: GLAZING DETAILS ALUMINUM PICTURE WNVDOW, IMPACT P *ml NTS 1 2 6 8 1- - - -- 4204 1 D I-"- DIM. "B" DIM. PRO 'RltuVl= ao wftb dto Fbdda AceeptauceNa y ade Product Castro %1111111 �-j LYNN, �7�`�i��' �0 ' o,CENSLC No. 58705 a : rr ST E� F • �C/�: ;S'• plOR10P.•��` �,SlONAL �� •� A. CyIilliller, P.E. P.E.# 58705 �--- "B" DIM. -- -� )IM. \� 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32Fr. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). CHANCED HS CRP TO TMP FOR 30' RULE J.R. 3 3V10 I C INFORMATION FOR [ARGER WINDOWS. F.K. 1 414107 1 8 1 NO CHANGE THIS SHEET 070 TECHNOLOGY DRIB N. VENICE, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Dmript�: GLAZING DETAILS ALUMINUM PICTURE WNVDOW, IMPACT P *ml NTS 1 2 6 8 1- - - -- 4204 1 D I-"- DIM. "B" DIM. PRO 'RltuVl= ao wftb dto Fbdda AceeptauceNa y ade Product Castro %1111111 �-j LYNN, �7�`�i��' �0 ' o,CENSLC No. 58705 a : rr ST E� F • �C/�: ;S'• plOR10P.•��` �,SlONAL �� •� A. CyIilliller, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAM .131- (1/8-) X 2-1/2- NAIL, WITHIN 2" OF CORNERS AND 5" O.C. 11 MAX. WINDOW HEIGHT .375" MIN. EDGE DISTANCE I .375" MIN., EDGE DISTANCE 2X WOOD OR Ff .131." (1/8') X 2 --1/2- NAIL; WITHIN 2" OF CORNERS AND 5" O.C. MAX. VISIBLE LIGHT OPENING — MAX. WINDOW HEIGHT — HORIZONTAL SECTION C -C VISIBLE i LIGHT INTERIOR OPENING 1 1! "1 if SEE • - !?!+ SHEET 6 SHIM I� i �.: f► EMBEDMENT ,� - • - T SEE ` SHEET fi 2X WOOD BUCK OR FRAMING VERTICAL SECTION D -D 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. TPA J.R. 1 313VI0I C NO CHANGE THIS SHEET 170 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 2 NOKOMIS, FL 34274 2X WOOD BUCK OR FRAMING MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY INSTALLA ALUMINUM PW -701 FINNED FRAME IMPACT NTS � 3 - 8 1 4269 -4 _ D 1 --3/8" MIN. EMBEDMENT PRODUCT REVISED as complying with the Florida Acct cceNo 1110 - Como LYNN �. * ' No. 58705 0.'' STATE O r�''•• A'CORtOP �.` S /ONAL. c F ` A. %hhl Mthar, P.E. P.E -# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 11 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING 10 SEE ANCHOR GUIDELINES, SHEET 6 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU ° ° • 1X WOOD BUCK ' 1/4" MAX. SHIM 4�_O_f SEE ANCHOR GUIDELINES, SHEET 6 J 1/4- MAX. SHIM L2X WOOD BUCK no#ING VERTIGAI �'FC'TIf�N°u SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 IBM tIOR )S (SHOWN) OR CORNER KEYS AT SCREW BOSSES 90° CORNER ASSEMBLY ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 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. J.J. I IO ?8 l P I D NO CHANGE THIS SHEET J.R. 3/37'/10 I C t FORMATION FOR L R E 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION. FLANGED FRAME ALUMINUM WINDOW, IMPACT Pw -;Foz j NTS 1 4 of 8 I 425" 1 D 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 PRODtICi' REVISED as s mV1ylns with ttso Florida 11ui1 Gaul® i —t t A• 1 r Aaoapta ptam Alo V ''� 01 I► _ � Produot Control Willi LYNN 4�� . y10ENSF • ljF•A ;� No. 58705 t o d.9 � .�10R10P.•'•G�� A. LJMrI' lgi�lg, P.E. " P.E.# 58705 MISC INSTALLATION DETAILS GUIDELINES, FIN FRAME WITH SHEET 6 FIN REMOVED INTERIOR 8" MIN. EMBEDMENT 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER .FRAMES SiM:� 2X WOOD SUBSTRATE SEE ANCHOR GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WITH FIN REMOVED FIN REMOVED , SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, SHEET 7 SHEET 7 INTERIOR INTERIOR 1X WOOD BUCK 1/4" MAX. 1/4" SHIM MAX. SHIM SEE ANCHOR .:. ° ; �•: a.. GUIDELINES, • ' ' , a °,; •N • SEE ANCHOR,,.* : 4 a SHEET 7 4 GUIDELINES, MIN. CONCRETE KSI SHEET 7 PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM.) (OTHER FRAMES 2". 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY 1/4- MAX. SHIM SEE ANCHOR ;.•a : _•;: ;:.. GUIDELINES, SHEET 7 : 4• ;•4: I,a. : , o:;. `�:;° .;. MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL — 1/4" MAX. SHIM 1 -3/8" MIN. 1/4" MAX. SHIM 1/4" MAX. SHIM EMBEDMENT 2X WOOD BACKER 1/80 NOM MIN " NOM. MIN. EXCLUDING POINT #12 STEEL #12 STEEL 1/8 #12 STEEL #12 STEEL SELF — DRILLING SELF — DRILLING SELF — DRILLING SELF — DRILLING SMS (G5) SMS (G5) SMS (G5) a SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR SPACING S SPACING S SPACIN QUANTITY, EDGE SPACING AS #12 STEEL #12 STEEL DISTANCE AS #12 STEEL SCREW EXTERIOR SCREW EXTERIOR #12 STEEL EXTERIOR SCREW EXTERIOR (SHEET 6) /DADE APPROVED MULLION (SHEET 6) METAL FRAMING SCREW FULL— LENGTH, WOOD (SHEET 6) EE SEPERATE NOA) A36 STEEL: Fy =36 KSI MIN. (SHEET BACKED STEEL STUD zv� EEL STUD ALUMINUM: 6063 --T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES y = 33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM. BOTHER FRAMES SIM. (OTHER FRAMES SIM.) BOTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED S 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR S 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. J J. �. 1O 18 11 Ravla Dk"m NO CHANGE THIS SHEET �g ��{ E RE RA J.R. 3 31 1Q C 0 MATION FOR L4 l7 WIN WS. 1070 TECHNOLOGY 275 N. VENICE. FL 34275 e: Revia one P.O. BOX 1528 mxn Oote: Check ote: NOKOWS, ' FL 34274 FnT FJC. 1 7114/03 INSTALLATION, FINNED FRAME mft ALUMINUM PICTURE WINDOW. IMPACT PW-701 I NTS 15-f 8 I 42594 _�D P1tODucr 1mVLsw as complying with the Florida AmP cads j i —111 Accept Na Ex Mimd made Product Control 11111111 `� �'t� .• �1GENSLr. �tc,P �i�i > No.58705 -0� �+�Tlr �� ' STA '•�` A. lt)Ihler, P.E. ' P.E.# 58705 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 321r. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. 10/18/11 D Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Type Md By: J.R. 3/31/10 Anchor 1 F RMATION OR G WINUO F.K. DOW. 414107 R a Bons: NEW SHEET town By FA Dote: 7114/03 ®eked I yWe: 0.864" _ 1.375" 1 #12, Steel screw (G5) "A" or "8" Dimension #12, Steel screw (_135) ' Alum. 6063 -T6 "1 µ Qn) 0.125" #12, Steel screw (G5) Type 0.324" 24 #14, Steel screw (G5) 30 0.9W- 36 _ SO. Stud, Gr 33 0.361 "^ 42 2 #14, Steel screw (G5) 48 54 60 67.876 #14, Steel screw (GS) _ A36 Steel 0.361" 0.125" Anchor L.ocatian' 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 1 4 1 21314 1 2 3 4 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 41 314 3 4 3 1 4 3 4 314 3 4 3 4 3 Head/Spl 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 5 1.6 5 6 616 1 6 7 6 7 6- 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 5 6 5 5 5 6 6 5 5 6 6 5 5 6 5 5 6 6 5 Head/Sill 2 2 2 2 3 3 3 34 3.4 3 5.4 5 4 5 6 6 61.6 6 7 6 6 6 7 6 7 7 8 7 60 Jamb 5 5 6 5 6 5 6 5 6 6 1 6 61 6 1 6 7 61 8 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/SID 2 2 2 2 3 3 3 3 4 3 4 31 5 1 4 6 41 61 6 6 5 8 6 7 6 7 6 7 6 8 7 8 7 67.875 Jamb 6 6 7 6 7 6 7 6 7 6 7 61 7 1 7 8 71 71 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 41 6 6 6 6 6 $ 7 1 S. 7 6 7 6 8 7 8 7 72 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 81 71 7 7 9 7 8 7 9 7 8 7 9 7 Head/Slll 2 2 2 2 3 3 3 3 �- • E a 4 8 4 8 4 8 4 3 7 3 8 3 8 3 4 8 4 9 4 19 4 1 3 1 7 3 8 3 8 3 5 8 5 8 5 8 5 4 8 4 8 4 8 4 61 8 5 9 5 9 5 41 8 4 8 4 8 4 5 8 5 8 5 8 5 5 8 5 8 5 8 5 6 5 6 6 7 6. 7 6 7 6 9 8 8 8 9 8 9 8 9 8 6 5 6 6 7 6 7 6 7 6 10 8 9 8. 10 8 6 5 6 6 7 6 10 8 9 8 10 8 8 5 6 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 Hes&Sili 2 2 2 2 3 31 3 3 Jamb 7 7 9 7& 7 1 9 71 Head/SIII 2 2 2 2 3 3 3 3 85.3 Jamb 7 7 9 7 8. 7 9 7 Head /Sill 2 2 2 2 3 3 3 3 Jamb 8 8 10 8 9 8 10 8 9 4 9 3 10 4 9 3 9 5 9 4 10 5 9 4 9 5 9 5 1 11 9 6 1 5 Head/Sill 2 2 2 2 3 3 3 3 3 12 4 10 3 10 51 10 41 12 5 10 4 109.7 .lamb 9 9 12 9 10 9 12 9110.10 Head/SRI 2 2 2 2 3 3 3 314 4 12 4 11 3 12 3.1 13 4 131111 4 11 3 3 o 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 di mension gets the most anchors. 120 Jamb 10 10 13 10 1111-10 13 10111 Head/Slll 2 2 2 2 3 3 3 3 128 Jamb 11 11 13 11 12 11113 11 Head/Siff 2 2 2 2 3 3 3 3 5 EI Jamb 12 12 15 12 13 12 15 12 Head/Sill 1 2 2 2 2 3 3 3T-3-1 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 321r. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. 10/18/11 D I NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Type Md By: J.R. 3/31/10 a C 1 F RMATION OR G WINUO F.K. DOW. 414107 R a Bons: NEW SHEET town By FA Dote: 7114/03 ®eked I yWe: 0.864" Anchor � -a---- "B" DIM. ►I `� T � )IMM . .L Min. Min. Type Anchor Description Substrate Edge Embed - Distance ment 012, Steel screwy S. Pine M 0.864" _ 1.375" 1 #12, Steel screw (G5) StI. Stud, G_r_33 0.324 "_ .049718Ga #12, Steel screw (_135) ' Alum. 6063 -T6 "1 µ 0.324" 0.125" #12, Steel screw (G5) A36 Steel 0.324" 0.125 "~ #14, Steel screw (G5) S. Pine 0.9W- _ #14, Steel screw (GS) _ SO. Stud, Gr 33 0.361 "^ .04018Ge 2 #14, Steel screw (G5) Alum. 6063 -T8 0.361" 0.125" #14, Steel screw (GS) _ A36 Steel 0.361" 0.125" 3 114° Steel Ultracon T S. Pine In 1.375" _ ^ Ile 410 SS CreteFlex` In ~ 1.375" S. Pine 4 5116" Steel Uitracon S. Pine 1.26" 1.375" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. WOOD DIM ". "B" DIM. TE ALUMINUM PICTURE WINDOW, IMPACT PW -701 I WS I B "+ 8 I 4259-4 I D PRODUCI'REVISED as complying with the Florida Building Cade Acceptance No V.a n ate r Miami Dade Product Control !1111 ILYNN• M1z ze�i�� ` * No. 58705 7TA F I •�P[OR10�'• •�� A./ %hhl tjih% P.E. P.E.# 58705 � -a---- "B" DIM. ►I `� T � )IMM . .L \\ WOOD DIM ". "B" DIM. TE ALUMINUM PICTURE WINDOW, IMPACT PW -701 I WS I B "+ 8 I 4259-4 I D PRODUCI'REVISED as complying with the Florida Building Cade Acceptance No V.a n ate r Miami Dade Product Control !1111 ILYNN• M1z ze�i�� ` * No. 58705 7TA F I •�P[OR10�'• •�� A./ %hhl tjih% P.E. P.E.# 58705 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" NOD HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND JUP, TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. 10/18/111 D I NO CHANGE 7741S SHEET wed By: J.R. �78 F RMATIplV FOR LARGE F.K. NEW SHEET 070 TECHNOLOGY DRA N. VENICE, FL 34275 P.O. BOX 1529 NOKOWS, FL 34274 01 new DIM. I Head, Sill and Jamb Anchor Quanfities Into Masonry (Anchor Types 6-7) Min. Min. Anchor Anchor Substrate Edge Embed- T y Distance ment 5 "A" or "B" Dimension 1.25 1 (in) _114" 114" Steel Ultracon 2.7k Concrete �1" Type 6 24 Hollow Block 1" 30 114" 410 SS CreteFlex 3.35k Concrete 36 In in 42 5/16" Uiiraoon Block 48 64 60 67.875 Anchor Location 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5$ 7 36 Jamb 4 3 31 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Sill 2 2 2' 3 3 3 4 4 3 5 5 14 6 5 4 6 61 5 6 6 51 7 17 6 48 Jamb 5 4 4 5 6 4 S. 5 4 8' 5 5 6 5 .5 8 5 5 6 5 5 6 6 5 Head/Spt 2 2 2 3 3 3 4 4 3 6 5 4 6 5 5 7 6 6 7 6 6 8 7 7 60 Jamb 6 5 6 6 6 6 6 6 5 7 6 6 7 8 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 314 14 3 5 64 8 5 1 5 7 6 61 7 6$ 8 7 7 67.875 Jamb 7 6 6 7 8 6 7 7 6_ 8 7 7 8 7 7 8 7 7 8 7 7 8 181 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 8 7 _ 1 E a i3 72 Jamb 8 6 6 8 7 6 8 4 8 4 9 4 9 4 7$ 4 8 4 8 4 8 4 3 7 3 7 3 7 3 8 5 8 5 9 5 9 5 7 5 8 5 8 5 8 5 7 4 8 4 8 4 8 4 9 6 9 6 10 6 10 6 7 7 9 7 7 9 8 7 5 5 7 6 6 7 6 6 8 8 9 8 8 9 8 8 5 5 7 6 6 7 6 6 8 8 10 8 8 5 6 7 6 6 8 8 10 8 8 5 5 7 6 6 HoWS111 2 2 2 3 3 3 76.8 Jamb 8 7 7 8 7 7 Head/S111 2 2 2 3 3 3 84 Jamb 9 7 7 9 8 7 Head /Sill 2 2 2 31 3 3 85.3 Jamb 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 96 Jamb 10 8 8 10 9 8 10 4 9 4 8 3 10 5 9 5 9 4 11 6 9 9 6 5 Head/SM 2 2 2 3 3 3 12 4 10 4 9 3 12110110 5 15 4 109.7 Jamb 12 9 9 12 10 9 Head/Sill 2 2 2 3 1 3 3 13 4 13 4 11.101 4 12 4 3 11 3 Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must'also be reversed so that the longer 120 Jamb 13 10 10 13 11 10 Head/Sill 2 2 2 3 3 3 128 Jamb 13 11 11 13 12 11 Head/Sitl 2 2 2 3 3 3 145 Jamb 16 12 12 15 13 12 dimension gets the most anchors. Head/Sill 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" NOD HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND JUP, TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. 10/18/111 D I NO CHANGE 7741S SHEET wed By: J.R. �78 F RMATIplV FOR LARGE F.K. NEW SHEET 070 TECHNOLOGY DRA N. VENICE, FL 34275 P.O. BOX 1529 NOKOWS, FL 34274 01 "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. new DIM. I Min. Min. Anchor Anchor Description Substrate Edge Embed- T y Distance ment 5 Steel Ultracon Hollow Block in 1.25 1 _114" 114" Steel Ultracon 2.7k Concrete �1" _ _ 1.375" 6 114" 410 SS CreteFlex Hollow Block 1" _ 1.2W 114" 410 SS CreteFlex 3.35k Concrete In in 5/16" Uiiraoon Block 1.563" 1.20' 7 _Steel 6116" Steel Ultracon _Hollow - 3.5k Concrete 1.25" y 1" ~` "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. "B" DIM. MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PVW701 I NTS 1 7 of 8 I 4254 1 D MDUCrREMW B, ute rtohda Acceiftm No 4 lb r�ir 9duct i 113 Miami Dade onl ro ��,y�( LYNN M /��i �.•'••' GENS�c'' No. 58705 Izz Ck • to , ' /`V STA E OF •4J� .,��S/ONAL F �. A. SLOW II 11119, P.E. P.E.# 58705 new DIM. I )IM )IM. DIM. "B" DIM. MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PVW701 I NTS 1 7 of 8 I 4254 1 D MDUCrREMW B, ute rtohda Acceiftm No 4 lb r�ir 9duct i 113 Miami Dade onl ro ��,y�( LYNN M /��i �.•'••' GENS�c'' No. 58705 Izz Ck • to , ' /`V STA E OF •4J� .,��S/ONAL F �. A. SLOW II 11119, P.E. P.E.# 58705 2.500" .062" ---� � -- 1.875" .062" -� INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A Z. /64-- FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 J. J. 110/1S/11I D I NO CHANGE THIS SHEET .970" —1 i" .050" ---1 I-w-- �---� 7/16" LAMI GLASS BEAD �o MATT: 6063 —T5 DWG NO. 4255 .346 " —�-I �•'+ - .975" .050 " --{ r-- 1 -1/16" LAMI I.G. GLASS BEAD 8 MAT'L: 6063 —T5 DWG NO. 4254 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PDX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lama glass bead 11 4254 64254 1-1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 7116" lam! glass. 3116" annealed -.090 DuPont Butacite or 17 Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 14116" laml I.G. glass: 3116" heat strengthened outboard - 18 7116" airspace - 3/16" annealed -.090 DuPont Butacite or Saflex KeepSafe Maximum PVB interleyer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 7116" laml glass: 3116" heat strengthened - .090 DuPont 21 Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1- 1116" lama I.G. glass: 3/16" heat strengthened outboard - 22 7/16" airspace - 3116" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 070 TECHNOLOGY DRI1 N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT �-+— .974" .Q47" INSTALL. FASTENER COVER �s MAT'L: 6063 --T5 DWG NO. 4224 PW-701 I NTS 1 8-f 8 1 4259-4 1 D ,ODUCS R EVrSCD convbinswo the rioride n'lding Code :Cepf8tiC6 A10 1 `0.- -•i� LYNN M/ �/�/i0, �-. •.fir' I • No. 58705 t ArIF�� LCI� PLO ;,S10NAL A. Lljdttd f 1N111r3P.E. P.E.0 58705 M® MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26b Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315 -2599 NOTICE OF ACCEPTANCE ff0A) mmmm mid dadeawhwrat 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. — l*gti�i�'�r�� :.,�� raex� +!►�� T'� �..s.:: s�..� cYa;�..�ar__.�;._= '�vs�,r.� =-; �. �: �. *_ .. _ ..__ _ , APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" date] 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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. TERMINAT this NOA will occur after the expiration date or if there has been a revision or change in the nd/or manufacture of the product or process. Misuse of this NOA as an endorsement of ct, r sa advertising or any other purposes shall automatically terminate this NOA. Failure to h n this NOA shall be cause for termination and removal of NOA. E e NOA number preceded by the words Miami -Dade County, Florida, and foil" . -, a date may be displayed in advertising literature. If any portion of the NOA is disp , be a in its entirety. IN opy of this entire NOA shall be provided to the user by the manufacturer or its dirt all be available for inspection at the job site at the request of the Building Official. This revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: March 26, 2016 ` » Approval Date: November 03, 2011 to 2� Pages PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. ( SubmiNed under previous NOA No.07- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21 /06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11- -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Ja me D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-101& 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 1018.01) C. CALCULATIONS r 1. Anchor verification calculations and siaru�6al analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and'sealed by Robert L. Clark, P. E. Complies with ASTM B130044 (Submitted under previous NOA No. 11- 0128.03) D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (P.ERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EV112ENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC -2007 and FBC 2010, dated October 07, 2011; signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL- 5063, FTL- 4645, FTL- 4649, FTL- -4723, FTL -4947, FTL, 4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/ 10105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05--101& 01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 . 1 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 71W LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED -GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13116" LAMI IG: (1) LITE OF 918' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS 4 WITH AN .090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PVB INTERLAYER. ,&M.1311 V LAMI IG: (1) LITE OF 1/$" ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF {2) LITES OF 11W ANNEALED GLASS WITH AN .090 DUPONT / ITE SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) �tt ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 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 1300 -02. !'" �c�p'� 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHO 5. SHUTTERS ARE NOT REQUIRED.p 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. � �� o �� VYc 7. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL -4647, FTL-4648, FTL -4649, FTL -4650, FTL-4851, FTL -4723, FTL-4957, FTL -4958 AND FTL � h® � x,06 � rh �°�5 �, "' "ter -�i ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION of� � ® s, I the a�bsijc. 10' U ADM -2000 ALUMINUM DESIGN MANUAL pl �1/ ®l OVA "e0� °r. Vf' 1, c o�,*�,, rj 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.� fibd ��es, ctio�� es, f CC, y , we t 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCL i? UDING T \C "' "�L�CI �iJ` �Pp�e_rP�r?''�'',: HURRICANE ZONE (HVHZ). D 12010FBC UIPDATE I JA 104OVII I C ICHAIVOED CAP GI ASS TYPE TO TSWPERED FROMHS I l inam 9/7m6 4- MCHNMOOY DRM T GENERAL NOTES Noxome, m 34278 'w P.O. sqx 4 ALUM. SINGLE HUNG WI NOKOMlS, Fi. 3427a V>'srtby Barter aft sfm HITS 1 of 11 4040-20 1 D aaw:�ag.: NOA DRAWING MAP SHEET GENERAL NOTES .............1 GLAZING DETAILS............ 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 1ZUSIONS ...................7 FN'EReQETAIL ............. 7 RAGS ................. 8-11 Y -4—• 1 �o 4,- rte fifdob c7' REWSED with the Warl@e OUR g Code ntanae.Atn I i - I t ©12 111111! \\\' VON .M /t��' Q' ; 5a7p5 OL �t S I O N P ;; A. Aii4l01lILt P.E. FL P.E.# 58705 41 37 30,81 or 8e 70 46 38 36,87,88 or 9: 70 4j. iato i 1/2" NOM. GLASS BITE m 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS a 1 3M. BITE p (VOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) 311W ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. � F� GLASS BITE GLASS SITE 46 or 91 Ect m PRODUCT REVISED ns comply ft with tine t-Wds Butidit Cads Amptoco No I t - t0- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS t t t t t t 5116" LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE \�� O�� . • • • • • • •. �FR �i 1/8" ANNEALED OR TEMPERED GLASS 1 18" TEMPERED GLASS ,��.. ��GENSS .••• *'�� 13/16" NOM. 13116" NOM. No 58705 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7116" LAMI = ♦` : * w tvbkm t ;'o stp.. of ' D NO CHANGES THIS SHEET 1070 TECHNOLOGY taRtvt: GLAZING DETAILS � 0,� • • Ftoat °•P �� CHANGED CAP GLASS TYFETO TEMPERED FROM HS NOKOW. FL a►a78 s ADD ITeM s2 TO s/te LaMI L Glass (AAA) LAMS ry wore P.O. eqx 1628 ALUM. SINGLE HUNG WINDOW IMPACT ,, Gate NOKOMt3, FL 34274 V,tsib/y Better sops °r°' NOL A. Llr<rbN MILLV!k, P.E. J- 2/2s10� BHi� Full 2 "► 77 404Q -20 TD FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HE113HT WIPTH GLASS TYPE IBS' . $8" $8" 70" 72" 74" TABLE 1. 7e" A,S,M +00.0 +80.8 ` 80.0 +60.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 so" +80.0 f410. d •80.0 +80.0 -410.6 +80.0 -60.0 +80.0 -60.0 +00.0 -ftO +00.0 -8a.d +lad 79.0 62" A. .M +80.0 -410.0 +80.0 -80.0 +80.0 -80.0 +80.0 .0-+78.8 -70.0 -78.8 +77.3 77.3 +76.9 -75.9 A.S.M A,9,M +80.0 -$0.0 +00.0 -80.0 +79.6 -70.$ +78.2 •78.2 +76.9 -76.9 +75.4 -76.4 +74.0 •74.0 �5$118" Up ro 11$" C.D,O,I:,G,H,I,J,K,L +6d.d -sd.a +8a.d -9o.d +41Q.a -410.0 +41d.a -ed.d +Sa.d -sd.d +41d.d -41a.d +sa.a -ea.d STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH OLAS8 TYPE 38 318" 44" 50 518" 413" 72" 74" TABLE 2. 78" 48" A,S,M +00.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 -7a0 - 50" A,S.M +80.0 40.0 +00.0 -80.0 +80.0 40.0 +79.0 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A.B. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 .7.91+70.0 -70.0 +68.8 48.8 +67.$ -67.6 {531/8" A.S.M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +76.0 -+$8.0 448.0 +86.7 -86.7 +85.M uP T4 03118" C,D.E,F,G,NXJ,K,L. +80.0 .80.0 +80.0 •80.0 +80.0 -60.0 +00.0 •eo+7Q.0 70.0 +70.0 -70.0 +70. "O" RAIL HT. "Xu O° �•, MEETING RAIL "X" 8 T- 0. 1311$" LAMI 10.1/8" T. All! SPACE, 5116" LAMI - (118"A,.090,l/8"A) FiL4646, 4723 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION ® TABLE 3. BASED ON FLANGED WINDOW IP- TO•TIP t7AME DIMENSIONS WINDOW HEIGHT NMNUS SASH HISONT (MAX. WINDOW HT. Wl SASH a 7$" FLANOW AND 76" INTORAL MAIN) WIDTH GUMS TYPE 171!8" 22 1111$" 28 3M$" 33 314" 301111$" 441311$" I 80 318" es 1811$" HT. "o" MEETING RAIL -IT w MINUS SASH HT. 4 SA H 83118" D.E,F,J,K,L +80.0 -80.01.+80.01-00.01+00.01-80.01+80.01 LAMI - (311$ "A,.090, 3/18 "A) FTL.-4849, 4850 -00.01+70.01-70.01+70.01 LAMI - (3/1$"A,.090, 31*'HS) FTL-4649, 4$50, 4958 -70.01+70.01 -70.01+70.01 70.0 "X" G LASS TYPES: TEST REPORTS TABLE 4. A. 6116" LAMI - (1 /8"A..09Q,1 /8 "A) FTL4$47.4848, 4723, 4957 S. 8118" LAMI - (118"A.1090,1/8"HS) FTL- 4647, 4648 C. 61117' LAMI - (1 /8".H8,.OiIl4,1i8"HS) M4647,4848 D. 7116" LAMI - 3!16 "A,.090, 3116"A) F1L -4645, 4885 E. 711W LAMI - (3118"A,.090, 3/1(rHS) FTL -4645 F. 7118" IAMI- [3f18"Ff8_.t ffl. 3118 "HS1 FTLAS46 0. 1311$" LAMI 10.1/8" T. All! SPACE, 5116" LAMI - (118"A,.090,l/8"A) FiL4646, 4723 H. 1311$" LAMI 10 -1/8" T, AIR SPACE, 6/18" LAMI - (1 /8"A,.090,1 /8 "H8) FTL. -4848 I. 13118" LAMI 10 -1/8" T, AIR SPACE, 511$" LAL41- (11 "HS,.090,1 /8 "HS) FiL4848 J. 13118" LAMI IG -118" T, AIR SPACE, 711W LAMI - (311$ "A,.090, 3/18 "A) FTL.-4849, 4850 K. 13118" LAM110 -1/8" T, AIR SPACE, 7118" LAMI - (3/1$"A,.090, 31*'HS) FTL-4649, 4$50, 4958 L 13116" LAMI 10.1/8" T, AIR SPACE, 7/18" LAMI - 3i1$"HS,.090, 3/16"HS) FTL-4849, 4$60 10 M. 13116" LAMI K3 - 1 /8"A, AIR SPACE, 6116" LAMI - (118"A,.090, 1/8 "A FTL -5M i NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. Aj. ' . 10WIll V No CHANGES Tills 84611:T' DESIGN PRESSURES AR t�q/07/lI C GNAWW CAP GUM TYPE 70 TEMPE+RED FROM HS ao7o �� n VlOwswiff -Fri' t��s�e s r it past x+ ----- ALUM. SINGLE HUNG VWNDOW IMPACT omwiv DIM NOKOMIS, FL SW4 Vlerbly Bemer 8H7o0 NTS 3 w If 4040 -20 FJC Wf/G5 1.A 241�t :ODUCT RIMSBD ;;RVlyi+g wittt tim Flodds itlding Cody � Q aoentancts No .,,m %still/ s * 11c• 58705 �.p'• zo w +t :'btu; A. LYW41r,<+s1ILWA, P.E. FL P.E.# 58705 53118° MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH 49 5/8" MAX. FIXED 17 DLO (ALL) D SEE DLO TABLE SEE DLO TABLE (MAX.) SEE TAI ISEE DLO O j 175" p HEI X j 38 7116" SASH HIGH SILL HEI HT T HT SEE D TABL MAX. 76" FLANGED HIGH SILL HEIGHT T 34 3116" SEE D 41518" TABL L 48114" MAX. VENT DLO (ALL) DETAIL A 111 B ,•.-1 DETAIL D VIEW (CUSTOM SASH) A&I 76" MAX. FLANGED A 0 j 75" MAX. A I.F. C-1 I C�j 0 j X f/0 1111 NOTE41 1 TAB EO 1111 x nl=TAII R VIEW STANDARD SASH I 75" k I.F. E -�-� HEIGI SEE DLO TABLE O j f 20P SEE DLO TABLE X SASH HEIGHT t DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. J.J. I 10107/11 1 D I NO CHANGES THIS SHEET 041/11 THIS SHEET 0 TEOMOUM DRIVE NOKOMIS, FL 34278 P.O. 59x I= NOKOMIS, FL 34274 ,&I 76" MAX. FLANGED ng=TAII i_ 75" MAX. I I.F. RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3116" B 41518" 411/4" C 41 1/4" 40 7 /8" D 52 518" 5211116" E 521/4" 525/160 SASH' DETAIL LOW SILL HIGH SILL A 341/2" 34 3/16" B 27 7/16" 271/8" C 27 7/16" 1 27118" D 16 3/8" 15 3/4" E 16 31V' 1 163/4' TABLE 5. ELEVATIONS ALUM. SINGLE HUNG v/sibly Herter I I WS � 4 d 11 IMPACT 4040-20 1 D .ODUCT REVISED emptying with the Florida iiidiiall Code xentance No 111111 A,X V E�IS�'' •. R No. 58705 ;,o••• w�tl • W; �OF SIONA.� vX A. LYWMI11111k�, P.E. FL P.E.# 68706 JJ• JR. 1 001/11 1 C I-�- 2.784 "� Fv2 2.330" (LOW SILL) SEE NOTE ABOVE I SECTION B -B (LOW SILL SHOWN CHANCES THIS SHEET CHANCES THIS SHEET LF SECTIONS & CONSOLIDATE NOTE. MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. I-- MAX. VENT DAYLIGHT OPENING ----� I I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING —� MAX. WIDTH !4Fr.TKnN A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® ALTERNATE HIGH SILL 2.790" I.F. FRAME n II OUTSIDE I SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED V 407 TECHNOLOGY DRIVE _ SE CTIONS FL 3-0 Sr MSING LE HUNG M )MPLNENS p o. egxis — NOKOMIS, R 34274 Visibly Better MUM", SH700 I *,* lahm,� Half 5 d II IMPACT 41140.20 1 D NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT .0DUCT REVISED " mplylug with the Florida iftdimCodc -- - — 111111 `,,•o�y LYNN Am4''�i,��, AN _CIE Z 58705 '' -lr ; No .- 6t,�lo I�rl W ...O j .: t/ �i�it� • ,fiLOR�DA'•��`` op wor- S$IONA�,, A. LY M1i!LE4, P.E. FL P.E.# 58705 ITGI+! �1 1 401 2 11 3 40( 5 1d rte...... 118", OR 111160 a 618" 11 I #8 X .760 PH. -PN. SMS 7634AA 12 4LAZIN0 B , 7 BALMCE SOT FOM BRACKET 19ALTBKT 13 1086/108 MR TOP 66,51 42504 15 4072A , #8 X I PHILLIPS FLAT HEAD S. STL 7 X1 FPAX 16 1080.1 BALANCE COVER, 11116" 6BALcvR$70 17 4063 SASH COVER $4083 18 4025 -1 SASH BRACKOT 7ULB KT 19 #8.32 X 1/2" LGI. PH. FH. TYPE F S. STL 783 X12FPFX 1 44 1 1 4222A G GLAZING DEAD, 7 45 9 9860 4 4LAZIN0 B , 7 46 4 4087 G GLAZING DEAD,1 47 4 4071A F FRAME, #.. HEAD 4072A , , L . LOW M6O 4 1 l ti r 70 83 84 91 .1 1161 r ""Va .V., ..f/ ., 6" LAMI K3;1/8"T 16" L 10 18 IF M G: I/1-1 � -2. FRAME I.F. HEAD ® #4071A.6063 -T8 81 48 FRAME I.F. LOW SILL #4072A, 6033-T6 PRODUCT REVISED �"W-- •'2,374, b as with Qs -i^-� sAding al� coax Acceptance No E 00 1 1U14 ;i3LiKt*X rKAMC jMVK. ik Vt:K.) 01474 i==m9Xw L.062 NOM 111! 58 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS y 67 1$31 SCREEN CORNER KOUT RINGS 71631 `INN MtL�FR '��ii 5$ 1073 SCREEN $P INf3 7CASP �` p�,.••'o%sE '•...-K 59 1624 SCREEN SPLINE -.135 DIA, FOAM 61$24K 50 FRAME, I.F. JAMB 5f ' p5 �. #40746, 6063 -T6 FRAME _ * , QG X49 .� . F H' tH __ s�SILL tso 1 04073k 8083 -T6 (USED AS RADIUS TOP HEAD) 11 W ROM J.J. • IMY/11 0 NO CHANDIIFS T1` 18 8'HEET °"ate � �0 �•' g"1P�E gip.,:. � ` + .00ra �. -'- PARTS LIST ','A� .... Fto�`.•• �: J)� o u�11 0 r �0 CAP GLASS TYPO rO TEMPERED FROM Hs NoxoIYIIS, FL 3C , F� ' >rk ' 1<uli�as 8 Pa tale ALUM. SINGLE' !•HUNG WINDOW IMPACT A. LYNN MINLBIt; P E. NOKOIY39, f'i 34274 Vfstbly Bertet• SN70D 1 VTS 0 a i 1 4040.24 b FL P.E.# 58705 i 1 - 2.784 TlA —A----n 1.363 Oe2 ..-- 0 FLANGE FRAME HEAD #4002A, 6063 -T6 1 -6 - 2.7s4 ---I 2.330 FLANGE FRAME SILL (LOW) #4003C, 6063 -T6 0 11 n I •off .490 � - 1.451 T FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) .062 21 FIXED MEETING RAIL #4054A, 6063HD -T6 3.446 SASH STOP #4025,6003-T6 1- 1.513 -~ .738 [L!!j f 17 SASH STOP COVER #4053,6063-T5 2.326 ►i �-+-- -2.278 — 1.978 1.707 .062 .062 23 SASH TOP RAIL #4006C, 6063HS -T6 N-- 2.784 —+.-i 69 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 THIS 1 r "Y AKA- SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I.F. FRAME AA VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -►-I 1.165 I-•- .678 1.096 I • 062-1.349 4 1 GLAZING BEAD, 5/16" .� #4039B, 6063 -T5 28 SASH BOTTOM RAIL (LOW) #4007,6063-T5 Ab0 1 .67$ 1.096--- { -�—► -I 2.326 2,638 .062 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 0 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1629 NOKOMIB, FL 34274 31 SASH SIDE RAIL #4008,6063-TS GLAZING BEAD 7/16" �.:.� #4222,6063-T5 1 0.678 45 GLAZING BEAD,. 7116" #985C, 6063 -T5 (USED W/ GRILL KIT) .050, .678 1.096 -�-�� 42 GLAZING BEAD, 5116" #40448, 6063 -T5 (USED W/ GRILL KIT) 1.097 46 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 ftwov- EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG Visibly Better I m?'00 I Ha f Iw 7 all I'- 4040 -20 I D WELD ALONG SCREW BOSS (2) PRODUCT.-REVISED as complying with the Florida Auiidl Cods ,, tt Accsntance AIo.Q %111111► \ ♦��o�y \.104N.Mt(� `' g705 .• a4 , w 1 „Q tCi I° ;p • St T6 of 40� 0A1' • IeLOR�oP�`j��• ',' ; /,SSiON A� ,,,�. A. LYAUMILL10k, P.E. FL P.E.# 58706 w W U 4 Z� oU 88 W W r' N lil 0 U Q co o ��OE uOt 880 N�OO�ri Cy ° w at m woo -MoO 0 u;1Ll m jZV-� cc 00, J �O2 �N Ili LL a o o0 U. N U� a ag �U Z Z- oo J Jo z zU. LU J z � Lij V W pzQ W w <c � 3: O U 0 WZlug pp W �_ P �r -O Z. � c J U�NN m _NZ _ 99 N OOyco co -1 a 0 w o2Cw L L1.. w J m 44 F4- cv . .. - � : • .o �� W 4 0* Oa!* �• y ki �-V a ��/ 1NEy . . • 4 �`•` a In N M 3: 1 c� oo m� LL L ONOO i M M M ! M ? V E to to to to 10 Ian P', r r r P r N N N N N N N N co M IM (M EM IM v v v �� to im m g ?N N EN !N (co CIO EM co C* !r! (cf �fi �t !� a `�NO'7 r P P r r P r r N N N N N N N N N C4 Z �N N N jN iM M M co M M I M M co M IM M QQOM r I M P co P I M P (!�! N P it N t!1 N to N to N mv N I iA N to � w� m M c� m £`Z N N EM (M M co M M 'V v v It v I V v ONOO N N M M co rc.) i,v V- tl9 M tC! M P r r P r N N N N N N N N M N M N (N ;N N M M M M M ;M M �' q' ONOO N N N N (N N M M M ;M M co M M !U P r P r P N N N N N N N N 7V IN N IN N co M �C�,) M M M ;M Cl) Cl M M M i N i N I M { co ' t v vt t[3 to t!3 ep Ln m M DOOM P, P P �— N r N N N N N N CO) co M co EZ IN N ,N N M M M M M M IM M M M d' d• ONOO I N I N E N N 100 M M M et �' I si• st st �' V d• P P P r r P N N N N N, N N N N N (N N (N (N M co co M co M {M M M M qt ?d' ONOO P N P N PEN PtN r N r N P co P M N M N M N 'M 'Cl 'Col N �Clno N M N im N N N N iN N N �N N N N FN N M co LLTT11 N N M { M C! tai +Q �S it MOM r N r N P N P= N N M P M N co N M N CO N M N N N N M co £� j ,M co M M kM M ONOO (N N N ? N rClA M M M M M M M b• et �, P P a� P P r N N N N N N N N N N N N N N N N N M M M M co M �! M co ONOO N N N N N M M M M ( M rc-4 co M M M IR P P P r r P T P N N N N N N N N iE Z N N f N (N �C"—m N N N N N :N N N M �M w DOOM N N N N HM M M M k d' i et qr IT a v P P P P P r N N N N N N N N M CO) £`Z N N N jN N N N N N iM M M M M 0 ONOO iN EN ?N iN kM co M M M M jM M �t CO ,v Hm P. P a— P P P N N N N N N N N N N p (N N (N ;N �N N N N N N M M M M M Z 0 ONOO N N N N N N N N co M ( M M M co) M M co r P r P P r P P N N N N N N N N Z N N N N N N N N N N tN IN N N N �N DOOM P N P N P 3 N PIN P M P co N M N M N c+} N M N; �' m N sl• N N 04 qr �` +z �N N (N �N 4N N N N (N N IN IN M M M M ONOO rc-4 N N I N CO M M M M M M M M M P P P r r r r, r N N N. N N N N mcn N N N IN �C4 N N N N N iM M co M M O ONOO N N N ? N N N N N N N I N N CO) M M M t4 r P P P r r P P N N N` N N N N N p P P ?P IP r P N N N N IN �N N N N N QOOM V- P N P (N P N P M P M N M N CO N CO) N M C4 N M N et N b• N N et O £`z N N N IN (N N N N N N N N M M IM M M ONOO N 1 N I N N N N M M M M M z P N N N N N N N N N ;r M Cj M N ONOO P P N I N N N N N N N N N N N N N Q P P P T P r P P N N N N N N N N Z P �r �r r P P P P N N N N IN N N N Z M QOOM N N N j N M M M co vo co M M M M M th + r r r r r r P r N N N N N N It N N £'� P P P !r N N N N N N N N N N N N LL ONOO P (r N N N N N N i N N 1 N N N N N N P P P r r r P P N` N N N N N � N N 1 M r {P jP r N N N N N N N N N N N N O ONOO r P r P N N N N L N rN N N N N N 0 co P r P r r P r P N N N N N N N N Q ap (P IP r r P P (r P r N �N N N �N I L. N DOOM N N N N N N N N N N N N N N N N N W E +Z r P I P E P P P P P tV N N N N h N N �P P iP T r r N N N N N N N N N N F+ Cti� UJ C7J C�J N E- co w r t_ Y Ls Y it. Y g U a LL Y a U. Y t� tL. �: g z tsi m ui -; m w -; m ui m ui -; m ui -; m w� m uw ••f m U U U a w� U U U c�s U U LO _ z p~ 7 °o o° S C! o c� z ¢ N M 4 Z Lu Z Q �Q � N a � O ti ti W'w j +mC I I tai v Oe K� o g 2746 Q Nod 02 z g HW CO GO �O P D O es M °z a 4 Z Lu Z Q �Q � N a � O ti ti W'w j +mC I I tai v Oe K� o g 2746 Q Nod 02 z g HW CO GO �O P D O es M °z a ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 ANCHOR TYPE. © U U o U o v Oz � zvto z -zmo z zth0 z ZgO Z Pz zoo Z �ZhO �Z `+ LASS v z WINDOW GN �O Oc4OON "O`-OVO"O`O O O 0 V 0 U Q Q U O V WIDTH TYPE S h 19.125 q,D,E,F,G, H,I,J K,L 9 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 1 2 ii 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -i -2 2 2 3 2 3 2 2 fi 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _- 1 1 _ _ 1 _ _. 1 1 1 1 1 1 1�1 _ _ 1 _ 2 _ 2 .._ 2 _ 1 2 2 _ 2 2 2 1 2 2 _ 2 2 __ 2 2 2 2 2 _ 2 __ 2 _ 2 ._. _ 2 2 2 F2 2 2 2 2 T 3 _ 2 2 2 3 2 3 2 2 2 32 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 11 1 1 1 1 1 1 1 221 _1 1 1 22222222222222222232322232322232322232 _1_ 1 _1 _1 1 _1 _1 1 _1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -3T2.-272 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 21-2 2 2 2 2 2 2 2 2 3 2 3 2 2 F2.-3T2 3 2 3 2 -21213-12 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 11 1 1 11 222222232222332233333233332233433243433243 _1 _1 A,B,M 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 �1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 _1 2 3 2 2 2 2 3 3 2 2 D3-3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 59 67 79 37.000 C,D,E,F,G, H,I,J,K,L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 9 1 1 111 222222232223332233333343333233433243 4432143 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3-2 1 2 2 3 3 3 2 2 3 3 3 3 3 3 -4 - F —3 F3 3 2 3 3 4 3 3 2 AL 4 J4 3 2 4 3 PSF 54 79 62 79 40,000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 1 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 1 1 1-171 1 1 222222 3322333322 33 33 334333334344 3343443353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 72-2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3-F3 4 3 :41- 4 3 3 5 3 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 222222332233342333443343443343443343�443354 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 -2 J2 2 2 2 2 3 3 212 313 3 4 -213-313 4 4 -3T3 4 3 4 4 3 3 4 3 4 '-45 3 4 3 4 4 3 3 5 4 PSF 45 .111 74 51 74 79 79 48,000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 1 11 222222332233343333443344443344444354444354 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3� 2 2 3 2 2 1 1 1 1 1 1 2 2 2 2 2 2 313 2 2 3 3 3 4 3 3 3 3 4F4 3 3 4 4 4F473--4 3 Ti: 4 4354 4 4 4 3 5 4 PSF 41 67 46 67 76 79 53.125 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 _3 _2_ 3 111 1 Ill 222222333333443344443344 443344554354554354 A,B,M 2 2 1 2 2 1 2 2 3 2 2 3 2 3 3 2 3 2 2 3 2 3_ 3 2 3 1111111111112121219 2 2$ 3 3 3 3 3 4 4 3 3 4 4 '4-F4'-3T3 4 4 _3 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 J.J. I laW /1 t I D INO CHANGES ?M SHEET J it 1,0410VII C xmmm6YD19Ia^gi*SVHMHOR QTYIS RESTRICTED BYSt B 8 - memowey DRIVE NOKOW. FL 34878 By $� P.O.711528 NOKON FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX A 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1 S 1/2" MAX. FROM TOP CORNERS JAMBS - 171!2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ASILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF sQNOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. A 5. bESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: 71N IITED '117 HEAD 3 JAMB ABOVE[ 3 MTG. RAIL JAMB BELOW, MTG. RAIL HEAD! 2 JAMB ABOVE L2 MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW Trot ALUM. SINGLE HUNG WINDOW, IMPACT vubb Better 6H= I NTS 19 "► 11 I.--.. - 4040.20 I -D complying wias the 140rid8 d1ding Cade t •. i © I %1111111 Io fr ' �j: A. LYNN NiIL9!L�i; P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 C 28.211 F.K. • 33.754 B • 39.296 44.839 rmw. F.K. a I •7/28108 60.382 v� 212$107 65.325 o. csr N § U IN o U 0 o C%F U 0 U o 0 o c q U 0 o 0 cq U 0 U 0 o n a 0 U o o cl U N 8 U 8 o ci 0 �, 0 O U U � 0 U WINDOW WIDTH P TYPE 19125 D,E,F,J, K,L 1 1 1 1 1 1 1 1 2 1 1 2 1 2 1 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D.E.F. KL_ 1 ...1._. 1 __.� _.... 1 _.. ... 1 __.z ._.. 1 _. 2_._ 1 _ -. 2__ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 D,E,F,J, K,L . 1 1 1 1 1 2 - 1 2 1 2 2 3 1 2 1 3 2 3- 1 _ 3 1 -T 1 _.Y 1 1 1 1- 1 1 1 1 ._ 1 ._ 1 1 PS 791 1 37.000 D,E,F,J, K,L 1 �.. 1 1 2 1 2 2 1 2 2 1 2 �-4 - 2 -3 1 3- 2 3 2 -4- 1 3- 2 _�-4- 2 __ 4 1 4 2 - 5 - 2 - -5 1 4 - 2 5 -_ �._ 1r 2_ 2 2 3 2 3w- 3 -g PS.F 79 79 79 79 40.000 D,E,F,J, K,L 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - 2 - -5 2 2 1 1 1 2 2 2 3 3 3 4 +3- 4 4� 3 4 ^4 3 T6 4- 4- 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, KX 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P3]- 2 2 2 2 2 _5- 2 2 1 1 1 2 2 2 3 3 3 4-1--- 4� 4 4 3 5 4 5 6 4 5 4. 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 1 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 444- 4 6 4 5 5� 4 6 6T 4 6 6 6 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 -5 -4 5 - -6- 6- 6 6- 5 7 6- 5 7- J.J. IM741 D I NO CHANI~FS THIS SHEET 10TQOMMS, TECHNOLOGY DS MOK�►+IIS, FL 34278 ;CO- i1� 94 74 8Y: JR. 04101111 C NO CHANGES 7Hl3 SHEET F.K. • 99HQ@ B • W" EVE EANCHOR 7'Y/S RESTRICTED BYSIZE. iubly Better rmw. F.K. a I •7/28108 J.J. v� 212$107 ANCHORAGE ALUM. SINGLE HUNG ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING eN DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM e� VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND'TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 51W MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMITED) 192 JAMB BELOW 2 MTG. RAIL FU( LL DP) JAMB BEI OW1 2 MTG. RAIL CUSTOM VIEW IMPACT mm I NTS 1 10 d 11 1 4040 -20 1 D ODUCT REVISSn c mpjj "wtd%*cIn 10 dtdinm Cods' it- L d jisiirtrl 6 t E10 w f s '•. A. LYNI�IKLLI� P.E. FL P.E.# 58705 A 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK "— (SEE NOTE 4) — 1/4" MAX. SHIM EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR -(SEE NOTE 1 & 3)A\ 2x WOOD BUCK A(SEE NOTE 4) 13/8 ". MIN.,1 /4" TAPCON A • M! - 1.3/4" MIN., 114" CRETE -FLEX 114" MAX. IDETArS SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A 1318" t_ 1/4" MAX. DETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE 1 3WW MIN 1 1/4" MIN. f � .r v• � 1/4" MAX. SHIM n U CONCRETE ANCHOR, FM BELOW MEETING RAIL. (SEE NOTE 1 & 3) . .►mow . ;•,+ 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Q L 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A ET .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. NOTES: 1.' FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (135) OR 114"884 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 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. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 107 2x WOOD BUCK (SEE NOTE 4) A DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1I4" MAX. �+- SHIM I Jll 191)11 WOOD FRAME II Elf 11lllll DETAIL F, (HEAD) J.J. I ILW7 /11 I D INO CHANGES THIS SHEET 041OVII I C I NO CHANGES THIS .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) 1/4" FRAME MAX SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. TYPICAL INTEGRAL FIN ANCHORAGE TECHNOLOGY DRIVE NO P T NOKOMIS, Ft. 3427f3 6 P.O. BOX 1528 NOKOMIS, FL 3074 Visibly Better T DETAIL G, (SILL) FRAME ANCHORAGE DETAILS r� ALUM. SINGLE HUNG WINDOW, IMPACT SH7oo I NTS 1 11 a 11 1 4040-20 1 D ODZ3CT RMSED co Up- ying with the Florida !"ding Carlo �4 �+ :cpntame No VYNN. Nse Lu- .k ; Mo. 58705 . C �1 0.c�'•coa�o.• ,,SSlONAL A. LY" IU MII-LV -11 , "P. E. FL P.E.# 68705 CUMULATIVE SUBSTANTIAL MPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy ofe Contract must be attached) PROPERTY OWNER: I 'Vi C ADDRESS: 13 5® !® I r �� t Forgo NUMBER: ZONE: VE 11 I E: 9 -- BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: Min COST OF PAST DWROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROV VIENTS: (ATTACH COPY OF CONTRACT) to 3 S eOAJ deGt de wo @A-r TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): ' ��'O- ; yry4v-k- +f 4-71) 400 VALUE OF PRINCIPAL STRU ( ttach appraise �� C-ka+d cz st - ws qi "pezL(SrU at reaAL/ soovr.%+�-P-gA OWNERS SIGNATURE DATE: L —C - 1 PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 PETERSON BUDGET .......... .......... ITEMS EXCLUDED FROM CONTRACT, PROVIDED BY OWNER ----------- ...... 1 ----- * ---------------------------- * ........................ ------- ITEMIZED FOR .......................................... I --------------------------------------------------------------------------- ..................... SUBSTANTIAL IMPROVEMENT RULE .................................................................................................................. ----------- ..................... ..... ............................. " ... fixtures " ' ... . ...... -.-.-.- .-.-.- .....-- - - - - -- ................................... .................................bik 4dA (hi -hats) .. . -... .. ..........................................................$......2......, .... .................. ... -------------------------------------------------------------------- ................................. ................... ............... lighting int .e x Cor i g est.@ $50 ea $1,100-00 $3,565.78 J6,11 --- * ------------------------------------- - * - .-.-.-.-.-.-.-.-. - -------------------------------------------- * -------------- increase non recessed light fixture budget to $100 ea $i,100-00 $4,665.78 ....................................................................... ...................................................................... ...................... . ............................... IKEA KITCHEN ..... ...... ... ....... CABINETS AND VANITIES ......................................... ...................... .................. - ................................. ....... Kitchen cabinet *&idiri ... $§;fib'.O' J-- 9 ---- 1'e-"s ... s ----- 15% sale March 2013 -"-- --- ---.-..-..-. .-".-.--.--.--.--.--.-- ,--.--- -.-, - .---.--,.--- -.. -- .--. ---- ------- --.- .--.-- . -*.- '.-' . - -.' -.- . -' -'- -"- ' ---.-..--..--. -. � -.--. - .. - - ..-.--...-.-- .- ..' ..... '.. .."-...-' .- ..- .i-.-.-. --...-.- ..-.. .- z .- .-......'. .-.' ..-...-.- ..... .. . ..I 1: ..-...-.-..-...-.-..-...-. .--.$.- --.--.8-. - - .-.',.-."5. ....- . 6-. *------3- -- .-.-.. -....-.0.-1. .-..-. -8 .. .-.-.- . . i . ------.---.----.---.--.----.--. ---.---- .--. ---.--- .---. ----.---. --.---.---. ---.---.- - .. ..... �. - ----� ---- -- ------4 - -.-- .--- -.-._. Master b at h vanity (see attached p r e-fa b with top a n d s1nk soption): 2,5 0 0 .0 0 cf� Powder . roo m van 1t y-( see .a iac h e d p re-fab wIt h .t o p an d sI nI .o pilon jS I .2 9 9.01 ib note E&if6 m yaj! Mff6 e &6iid ered If quoted for similar or [ $12,362.181 $ 1 2 .3 6 2 -1 8 -- --------- -will also ke- ep shopping for lower cost options** --- -- -- ---- - - - - -- -- -- ... -- ------------- -i----- ... ------- ----- --- -- -- .iW boys 6ath Ikea va n ty Inicuded in plumbng estimate ** ............... ........................................... ------ -------------- ---------------------------------------------------------------------------- _ - a4 d .......................... ............ ............................... ..................................... - . ....... ------------------------------------------------------------------------------------------------------------------------- BAMB00 FLOATING FLOOR and underlayment $6,500.00 ............... ........................... .......................................... ------- ---------------------------------------- ................................................................ .......... ------------------------------------ floor $5145, underlayment 14 rolls at $35 ea $490 ...................... . .................... ................................................................................... ................................... ----------------------------------- ----------------------------------------------------------------- ----------------------------------- ................ --------------------------------------------------- ------------_ TILES ( GLASS MOSAIC, PORCELAIN) $4,500.00 ..................................... ........................ .......................... - ................... ............................................ .... ............ .................. .................... ............ .. ---------------------------- --- •--------- .......----- - - - - -- ... V --------------- ....... GRANITE td .... COUNT_ N ... T ... E ---- R ... S ..... AND VANITY All -- --- 1-T- ---- Y ---- TOPS 0 ---- P --- S ---------------------------------- * ----------- $7,500.00 .................................... ............................... ..................... ---------------- .................. ......................... ---------- .......................................................................... NOTE THIS MAY BE LESS IF CHOOSE PRE-FAB VANITIES WITH TOPS ..................................... .............................. ...................................... I ------------------- ........................ .................... ............................. --------------------- ------ ...........----------------------- •--- ....----- •...... - - -- ......................................... ........ ------------------------------------- d. ............... $1,500.00 ................................... .................................... --------------------------------------------------------------- --------------------------------- -------------- ............... ----------------_----------- ....... ............................ I .................................... I ............ ............................................... ...... --------------- ........... ........................ ....... .............. ........ ........ .............. ----------------------- .......... ................. -------- ......... $600.00 ........... ...................... ..................... ......................... -------------------- ....... FIXTURES -. IL e' e atractiA ................. .............. ............................ ------------------------------------------------------------------------ ----------- $11,610.00 11111IM-NOTE THIS MAY BE LESS IF CHOOSE PRE-FAB VANITIfffkAft&M-E- ------ WITH ... ... --- ------ SINKS /FAUCETS ... ---- ---- '' ... ... ---- ... ---- - - ---- -- ......................... . ......................... - ............................ .................... ...................................................... ..................................... - ..................... ........... J.............".......i..........'...... . -. ------- --- ..... ...... ...... .. .. ... ... ... ... .... - ....iE Rff IN APPLIANCES - DISHWASHER AN D KITC HE N HOOD .............. . ............................................... . .-.-.-.------$---3----,-0---0----0---.--0---0 ................................ ------------------- ------ ----------------- ---- ... ...... ......................-.-.- . revised/! ncreased* ---------------- ...................................... ...................................... ........... ------------------------------------------------------------------------------------------------------------------------- ............ .............. ------------------- ..................... - ........................... ................. ...................... ------------- - - ----- 4 ------------------ .......................... *NOTE NEW REFRIGERATOR/FREEZER UNITS MADE BY LIE6Htkk;kkff ...............................•.. ........• .... .......................... ........................... ............................... ..................... .......... ................ ...... --------------------------- FREES-TANDING MODELS - EXCLUDED FROM FEMA COVERAGE .... ..................................... I ...................................... .................... ................................... +--------------------•--------- ................................ ----••----- ---------------- •-- • - - - -•=------------------------------------ ------------------------------------- ---------------------------------------- *NOTE NEW 48" GAS RANGE IS FREESIAAIDING, EXCLUDED ---- F-k6'M- ------------ ------------------ ---------------- -------------- ............................................................................... -------- - -------------------------------------------------------------- ------------ ....................... - ................. --------- FEMA COVERAGE ............................ ........................... ............. ............................ -------------------------------- ................................... .................................... ......................... ................................ ...................................... ..................................... ---------------------- ---------------- --- - - - - -- ................ ------------------- .............. *__N_ OTE FR DING FURNITURE/ WARDROBE UNIT TO BE USED ------ . ..... ...... ------------- .............................................................. ---------------------------- -• - - -. .................. AS KITCHEN PANTRY- SEE ATTACHED.... WILL BE ANCHORED TO WALL --- FOR --- .... ----- SAFETY ---- --"*' --- --- ------------------------ .................................. .......................•................................ ------------------ ---------------------------------- .................. -------------------------------------------------- ..................................... ............. . ....................... -------------- - - - - -- --.-.--..-.-.-.-.-.--.-.-.-..--..-.-.--.. - - ..--..-.-.--..-.--.-..--..-.-.-.-.-.-.--.-.-.-.-..-.-.. .-..-....-.-..-...-.-...-..-. I - -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- . * . -.-.-.-.-.-.-. - -------- .-.-.-.-.-.-.-.-• -.-.-. - ---------- . ... . ..................... •......... ........................ *NOTE NG EXISTING UNDERCABINET BEVERAGE REFRIGERATOR, . ------------_-_--_- ...• .... ............ I .. .. ..........•...... ' . MICROWAVE, -BOSCH DISHWASRER - -- ------ ------ ' ------ -- - -- -- ",- ....... ... .......• .... ......... ... ......... .......• ......• ..... . ... ... ... .. .iN TE D NNdkd6MC H AND E LJ E R I S AP ERS 0 NAL/DEC 0 RATIVE ITEM NOT . FIXED - ......... ......................................... ...... ............. I ..................... I ------------ ------------------- I'll-111,111*-,-"-"Ill"",--,-'I ------------------------------------ --------------- ------------ ..................................... .................................. --------------- .......... .......................................... -_--------- v ------------------------------------------------------- ........... :TOTAL BY OWNER $52,237.06 i MASTER BATH r. stub $1,490.00- r -�t��e - -§powers $1,084.05 two showers plus hand shower, rough, valves etc �fub filler $1,137.00 includes rough ,,c'LIling mount $437.50 shower head wear drain ,slinks „ , fducets toilets nd bidet KID D,.BAT H --t-u b ,shower faucet ,toilet --aInk ,faucet -*'toilet sink —,ftucet Aitchen sinks faucets $1,020.00''` $562.60 $631.04 $360.00 $211.50 $762.00 $453.00 $360.00 $250.00 $60.00 $360.00 $281.30 $315.52 $617.50 x$512.50 $412.50 x$212.50 °'$80.00 $11,610.51 duravit bowl $281.30 x 2 hansgrohe puravida $315.52 ea toto vespin II homeclick jaclo paloma bidet handshower atiantis tub hansgrohe metric s toto vespin ii homeclick ikea 24" vanity with sink hansgrohe from costco toto vespin II homeclick duravit bowl hansgrohe puravida blanco sigle bowl smaller blanco sink blanco culina semi pro blanco linus pullout faucet blanco soap dispensers - 2 these are my ideal selections. I have cheaper alternates If budget requires change. LIGHTING 98 HI HATS /RECESSED 2465.78 (FR IPPING) 11 EXTERIOR LIGHTS @ $50 ESTIMATE ST. 1100$ 11 INTERIOR LIGHTS @ $50 ESTIMATE 3,565.7 ORIGINAL ESTIMATE $3600 BUMP UP TO $100 PER LIGHT, ADD $1100 TO BU SO $4700 - ,s c v-z-- ook-- A-e-c sS" Kitchen cabinets $9,410.09 see attached Ikea order - $1,411.51 march 2013 15% off sale $564.61 sales tax kitchen cabinets $8,563.18 kitchen pantry unit to be used are freestanding lkea (5' wide unit) $489 It Is a freestanding pax wardrobe, will look built In but is not Master bath and powder vanities TBD custom or pre -fab prefeb powder $1300 comes with sink/faucet prefab master $2500 comes with top, sinks Ikea renlig dishwasher to match cabinet fronts is $699 will be 15% off in March i Shopping Cart Product Nafne 4" Recessed low voltage housing non-IC air tight #TLSIA-5D-M-120-AT Use with any LOW VOLTAGE trim and MR16 Lamp 4" Low voltage recessed lighting adjustable white slot trim # TL31403WH 4" Low voltage recessed lighting smooth frost white shower trim # TL81437WH Based on your selection, you may be interested in unit Prim oty Subtotal Edit $15.00 98 $1,470.00 Edit $9.11 88 $801.68 Edit $19.41 10 $194.10 the foRwMng Items: Click here for Shipping Times Estimate Shipping and Tax Recessed lighting BAB Enter your destination to get a shipping estimate. MR16 20'Watt 12v Flood *Country $0.99 tUnited States d Bulk $0. 49 price: (Florida Add to Cart Add to Wishlist I Add to COIT]Pafe -Zip Code 33161 411 IC rated air tight low Get a Quote voltage new construction recessed housing best seller 0 Ground $634.05 $29.92 0 3 Day select $2,462.40 () 2ncl Day Air $3,443.76 Bulk price: IP25.60 Update Total Add to Cart Add to Wishlist I Add to Compare Click here for Shiomng Times Recessed lighting FMW Freight Shipping MR16 35Waft 12V Flood Orders of $2,501) or more may be eligible for free $1.10 frelghL Contact us for a quote. Bulk price: $0.61 Add to Cart Add to Wishlist I Add to Compare Proceed to Checkout subtotal $2,465.78 Grand Total $2,465.78 Proceed to Checkout .1... .. . 1• .. _ . .__._. . - ._. _ . ._V-_. __...-. . _ .... .. J Peterson Kitchen - Island Views 2 0000 - 3603 -0588 All measurement In Inches Peterson Kitchen - Island View 1 0000 - 3603 -0588 All measurement in inches ..r... .. Peterson Kitchen - South Wall 0000 -3603 -0588 All measurement in inches .I... .- - r -- - . ..... _ _ ... _ ..V -_. ....._. . _ .... .. J Peterson Kitchen - East Wail 0000 - 3603 -0588 All measurement in inches Peterson Kitchen - North Wall 0000- 3603 -0588 ■K�A - ... .. . r .. _ . ..... _ . _ ._. - . .. --_. . _ ..._. . _ .... .. j Peterson Kitchen - Plan View 0000 -3603 -0588 i I !ICI 4 All measurement in inches Peterson Kitchen - 3D View 0000- 3603 -0588 All measurement in inches _ .. _ ._... ..r ... -- - r s No.ImageProduct Number Product Description Price QuantityTotal Price AK B1 AKURUM base cabinet with shelves 1 S39891967 birch /Soflelund light gray $175.00 1 $175.00 $ 21 AK B1 AKURUM base cabinet with shelves 2 a S39891967 birch /Soflelund light gray $175.00 1 $175.00 21 „ AK 1341) AKURUM base cabinet with 4 drawers 3 S79891989 irch /Soflelund light gray $270,86 1 $270.96 1811 AKURUM high cabinet frame 4 20049350 birch effect $70.00 1 $70.00 15x80 " AKURUM high cabinet frame 5 20049350 birch effect $70.00 i $70.00 15x80 " AKURUM high cabinet frame 6 20049350 birch effect $70.00 1 $70.00 15x80 " AKURUM high cabinet frame 7 20049350 birch effect $70.00 i $70.00 15x80" AK WRD AKURUM top cabinet to refrigerator 8 S19892213 birch /Soflelund light gray $213.00 1 $213.00 36x18x24 " AK WRD AKURUM top cabinet to refrigerator 9 S19892213 birch /Soflelund light gray $213.00 1 $213.00 36x18x24" AK WRD AKURUM top cabinet to refrigerator 10 S69892215 birch /Soflelund light gray " $174.00 1 $174.00 30x15x24 AK WRD AKURUM top cabinet to refrigerator 11 S69892215 birch /Soflelund light gray $174.00 i $174.00 30x 15x24 " AK 133D AKURUM base cabinet with 3 drawers 12 ; S09844543 white /Abstrakt white $356.97 1 $356.97 24 „ AK BP AKURUM base cabinet with pull -out storage 13 i S39823469 white /Abstrakt white $210.97 1 $210.97 12 „ AK BP AKURUM base cabinet with pull -out storage 14 S39823469 white /Abstrakt white „ $210.97 1 $210.97 s 12 AK 1331) AKURUM base cabinet with 3 drawers 15 ' ` 509844543 white/Abstrakt white $356.97 i $356.97 24" ..r... r AK B1 AKURUM base cabinet with shelves • 16 S99827049 white/Abstrakt white $159.00 1 $159.00 AK B1 AKURUM base cabinet with shelves 17 S99827049 white /Abstrakt white $159.00 1 $159.00 15 " -- AK 13413 AKURUM base cabinet with 2 +2 drawers 18 4 S49826863 white /Abstrakt white $391.96 1 $391.96 30 " 19 AK MD AKURUM base cabinet with 2 +2 drawers white /Abstrakt white 1 -,4S49826863 $391.96 $391.96 30 " AK 61 AKURUM base cabinet with shelves 20 599827049 white /Abstrakt white $159.00 1 $159.00 i5 i� AK 131 AKURUM base cabinet with shelves 21 S99827049 white /Abstrakt white $159.00 1 $159.00 T:; AK B1 AKURUM base cabinet with shelves 22 ; S49844659 white /Abstrakt white $215.00 1 $215.00 9 2411 AK B2 AKURUM base cabinet w shelf /2 doors 23 '' S89827059 white/Abstrakt white $329.00 1 $329.00 36 " °-- AK 1331) AKURUM base cabinet with 3 drawers 24 - ' S19826845 white /Abstrakt white $253.97 1 $253.97 r 1811 AK BI AKURUM base cabinet with shelves 25 .•' S59827051 white /Abstrakt white $173.00 1 $173.00 18 " AK W1 AKURUM wall cabinet 28 S39827085 white /Abstrakt white $161.00 1 $161.00 18x30 " AK WG AKURUM wall cabinet with 2 glass doors 29 589891535 birch /Rubrik smoked glass $215.00 1 $215.00 t' 36x39 " AK WG AKURUM wall cabinet with 2 glass doors 30 S89891535 birch /Rubrik smoked glass $215.00 1 $215.00 36x39" AK WG AKURUM wall cabinet with 2 glass doors 31 > S89891535 birch /Rubrik smoked glass $215.00 1 $215.00 36x39" AK W2 AKURUM wall cabinet with 2 doors 32 S79892187 birch /Sofielund light gray $345.00 1 $345.00 36x39 " 84675400 AKURUM suspension rail 4 galvanized $6.00 $24.00 50203726 walnut effect light gray $63.00 4 $252.00 15x15 " Total Price: $9,410.09 IKEA cannot accept any liability for the accuracy of measurements or furniture layout. Prices in this program are for products you collect from IKEA, take home and assemble yourself. All requested delivery, assembly and installation services are charged separately and not included in the price. Although we do try to ensure that the information in this program is correct, we apologise for any product alterations that may occur. All prices are 30076319 AKURUM leg 17 JW black $6.00 $102.00 saw 80126213 INTEGRAL door damper for hinge $4.99 22 $109.78 1* 70132375 INTEGRAL hinge 8 1250 $5.00 $40.00 PERFEKT plinth MUM 00145197 stainless steel color $15.00 13 $195.00 88x4 " PERFEKT wine shelf 30141697 white $69.99 2 $139.98 9x30 " PERFEKT ABSTRAKT cover panel for wall cabinet 80069991 high gloss white $46.00 2 $92.00 3311 PERFEKT SOFIELUND cover panel for base cabinet 60201270 effect light gray $46.00 4 $184.00 30alnut PERFEKT SOFIELUND cover panel for high cabinet 20201272 effect light gray $105.00 3 $315.00 80al�nut RATIONELL deep drawer front 90132398 silver color $10.00 8 $80.00 15" RATIONELL deep fully- extending drawer ��,�sw 40107080 silver color $22.00 12 $264.00 15" �, 60108677 RATIONELL drawer damper 40 gray $7.99 $319.60 RATIONELL drawer front 40132391 silver color $7.00 8 $56.00 15 " RATIONELL fully- extending drawer =" 30107066 silver color $19.00 8 $152.00 15" SOFIELUND door 50203731 walnut effect light gray $183.00 4 $732.Q0 15x64 " SOFIELUND door 50203726 walnut effect light gray $63.00 4 $252.00 15x15 " Total Price: $9,410.09 IKEA cannot accept any liability for the accuracy of measurements or furniture layout. Prices in this program are for products you collect from IKEA, take home and assemble yourself. All requested delivery, assembly and installation services are charged separately and not included in the price. Although we do try to ensure that the information in this program is correct, we apologise for any product alterations that may occur. All prices are Home / Bedroom / Wardrobes / PAX system Combinations View more images FOR Share 0 Like 1 � Share Frame color VV µ_ 7- Wardrobe with sliding doors, black -brown, Uggdal gray $489.00 The price reflects selected options Article Number: 098.695.76 10 -year Limited Warranty. Read about the terms in the Limited Warranty brochure. Read more Frame color Lb k -brwm _ size 59X26X93 1/8 1 T I 1 0.11 xsaa®Ma aave w IJUL ' U 'yUg . OUVC W Itbl Complementary Products View all complementary products Buy at your Local store I; FL, Sunrise ^ Ok Ok Store selection may vary and prices may dtA'er From those online. Assembly instructions Downloads LL 9% a-5 D X1'1 '�� 46 001 f�y oducts Complementary Products Product information ibiy Service Picking and Delivery Service y Service t Home furnishing a' advice SAMIA SARITA SARITA sheer curtains, i sheer curtains, 1 sheer curtains, 1 pair pair pair $12.99 $8.99 $8.99 Sign In Customer Service Cart 0 Products $0.00 FREE SHIPRINOI Buy factory direct & save up to 70% ,` '� Visit our Southern California Showrooms Vanities Faucets Sinks Toilets Bathtubs & Showers Eco fvl:rrrns Storage Ao essones Brands Sale Search products Vanities > Bathroom Vanities IZAI Malibu Double Bathroom Vanity Set by Wyndham Collection - Gray Oak Finish with White Carrera Marble Counter * f * Read 1 review RECOMMENDED FOR YOU Acclaim 80" Double Bathroom Vanity Set by Wyndham Collection - White (b reviews) Daytona 78" Double Bathroom Vanity Set & Side Cabinet by Wyndham Collection - Cherry *1l **%11° (4 reviews) Accara 60" Double Bathroom Vanity - Espuesso vd Black Granite Counter and Stink (1 review) List Price Your Price You Save $4;d389:ea $2,499.00 $1,501.00 (38 %) This set includes the following bms 1x Vanity, WC- CG31- 72 -!%AK 1x Counter. WC CG -72- TOPIkR b( Sinks. your choice of standard sinim, upgrades avail 1x Kam, your choice of single or doubts mirrors Custom -Made White Carrera Marble i ". Sinks (Set of 2) 1lyhlte Rorcetaln (2x 7. D28W) - - - -� Save 20-50% on Faucets (Set of 2) „ .:., , No Thariks Mirror Save 20% on Wall Cabinets No- 'thanks ; Quantity '.1 Ernaii :a a er >eaf :� Share Sku Collection Style Number of Sinks Color Type Countertop Material Eco - Friendly ADA Compilatrt Vanity Dimensions RECENTLY VIEWED ITEMS Mirror Dimensions Malibu 48" Bathroom Vanity Set by Wpndh am Collection - Gray Oak Finish with Ivory Marble Counter and Handles Like . 0 30-day Money Back Guarantee Price Beater Guarantee QUESTIONS OR PHONE ORDERS? Call: (888) 777 -1198 C j - �ccre�F uos+r ml 0 WC- CG3000 -72- GROAK- WHTCAR Wyndham Designer Series by Christopher Grubb Modem Double Medium Wood Free-Standing Natural Stone, Man -Made Stone Sustainable Materials No 77W x 22 114"D x 30"H to counter Sinks add 5" to 51P2"H Single 70" Mirror 70'W x 3/4"D x 33 "H Double 24" Mirrors 24"W x 1"D x 33"H is r. p31S,�� 4� C3 RECOMMENDED FOR YOU Acclaim 80" Double Bathroom Vanity Set by Wyndham Collection - White (b reviews) Daytona 78" Double Bathroom Vanity Set & Side Cabinet by Wyndham Collection - Cherry *1l **%11° (4 reviews) Accara 60" Double Bathroom Vanity - Espuesso vd Black Granite Counter and Stink (1 review) List Price Your Price You Save $4;d389:ea $2,499.00 $1,501.00 (38 %) This set includes the following bms 1x Vanity, WC- CG31- 72 -!%AK 1x Counter. WC CG -72- TOPIkR b( Sinks. your choice of standard sinim, upgrades avail 1x Kam, your choice of single or doubts mirrors Custom -Made White Carrera Marble i ". Sinks (Set of 2) 1lyhlte Rorcetaln (2x 7. D28W) - - - -� Save 20-50% on Faucets (Set of 2) „ .:., , No Thariks Mirror Save 20% on Wall Cabinets No- 'thanks ; Quantity '.1 Ernaii :a a er >eaf :� Share Sku Collection Style Number of Sinks Color Type Countertop Material Eco - Friendly ADA Compilatrt Vanity Dimensions RECENTLY VIEWED ITEMS Mirror Dimensions Malibu 48" Bathroom Vanity Set by Wpndh am Collection - Gray Oak Finish with Ivory Marble Counter and Handles Like . 0 30-day Money Back Guarantee Price Beater Guarantee QUESTIONS OR PHONE ORDERS? Call: (888) 777 -1198 C j - �ccre�F uos+r ml 0 WC- CG3000 -72- GROAK- WHTCAR Wyndham Designer Series by Christopher Grubb Modem Double Medium Wood Free-Standing Natural Stone, Man -Made Stone Sustainable Materials No 77W x 22 114"D x 30"H to counter Sinks add 5" to 51P2"H Single 70" Mirror 70'W x 3/4"D x 33 "H Double 24" Mirrors 24"W x 1"D x 33"H 'BathDECOROudetcom Call Now (305) 471-7755 Sales: 24x7 - Service: 10 AM - 5 PM EST MY ACCOUNT WfWiSHLIST MY CART CHECKOUT LOG N HOME ABOUT US PRODUCTS SHOP ACCESSORIES CONTACT US Site search MI SHOP BY CATEGORIES SHOPPING CART Home RATHROO VVJ7rES BATHROOM VANITIES VANITIES 24" AND UNIJER VANITIES 25' 30" VANITIES 31" 35" VANITIES 36' 40" VANITIES 41' 50" VANITIES 51' AND OVER DOUBLE SINK VANITIES PEDESTALS TRADITIONAL VANITIES BATHROOM ACCESORIES SHOP BY PPICE AL*U! Us Caea( ks-Op- E�,Onfs pay - In The Prey, FAIJI-E TS �,,,Aocaed to Checkout �46.kq"p CABINETS FREWA ALLIER GRAY OAK 48 CONTEMPORARY VANITY SET was acklop your shopping cart. _. - --- ----- - DISCOUNT CODES Enter your coupon code if you have one. I Subtotal $1,299.00 Grand Total $1,299.00 The Sol.. Onger may to pay -OR- Proceed to Checkout Checkout with Multiple Addresses az�xcl�_t� TOILETS AND BIDETS FREE STANDING BATH TU&S SHa.;VER, EQUIPMENT 'A',41RLF`Qr_1LS AND P 13 Iy / YA Cali Now (305) 471 -7755 Sales: 2417 - Service: 10 AM - 5 PM EST MYACCOUNT MY WISHLIST MY CART CHECKOUT LOGIN HOME ABOUT US PRODUCTS SHOP ACCESSORIES CONTACT US Site search SHOP BY CATEGORIES HOME / FRESCA AWER GRAY OAK 48 CONTEMPORARY VANITY SET Hoare VATHp Pr VANITIES Atmu! Us FRESCA ALLIER GRAY OAK 48 CONTEMPORARY VANIT` aSlU BATHROOM BATHROOM VANITIES E, nts ACCESORIES 1 VANITIES 24" AND In The press FAUCETS UNDER VANITIES 2S° 30° l u�LJr Services MEN MEDICJNE Email to a Friend CABINETS ' Slags VANITIES 31" - 35" 1 Be the first to review th4jA¢uct i f ! rt VANITIES 36" - 40° Add t0 Wlshlist Qty. OR sky' Add to Compare VANITIES 41" - 50 "r - AND � VANITIES 51° k Quick Overview OVER A DOUBLE SINK v SLEEK MODERN FREE STANDING VANITY WITH PLENTY OF VANITIES STORAGE SPA MORE VIIINS PEDESTALS ,i TRADITIONAL VANrriES f BATHROOM ACCESORIES ! I SHOP BY PRICE E Product Description Additional Information Related Products Product Review 1.. Product Description I'+ The Fresca 48" Allier Is a sleek, modem free standing vanity with plenty of storage space. This model is t accented nicely with a matching mirror with small shelf. Optional side cabinets are available. Many faucet k styles to choose from. Product Code: FVN8148GO Dimensions: Vanity: W 47.87" x D 18.1" x H 33.5" Mirror: W 47.25° x D 6" x H 25.5" Materials: Plywood w/ Veneer, Ceramic Countertop /Sink with Overflow Finish: Grey Oak Faucet: Single Hole Faucet Mount (Faucet Shown In Picture May No Longer Be Available So Please Check Compatible Faucet List) Items Included: P -trap, Faucet, Pop -Up Drain and Installation Hardware Included TOILETS AND BICEI S FREE STANDING SATHTUBS SHOWER EQUIPMENT 'NHIRLFOOLS AND TUBS &Ce�m 6o itd�v�. c.-M 508 N. 2nd Street Fairfield IA 52556 United States 641 -469 -5558 Bill To Elizabeth Peterson Ship Carrier Address Phone Type Residential Estimate Date Est. # 11/6/2012 11300E Ship To Call Before Liftgate Other Oversize Delivery Service Pallet No No No Manuf Item Options Qty Units Unit Total Price US Cotton Solid Locking Strand Woven 65 Box/21.27 91.47 5,945.55 Floors Bamboo Best Way Shipping 1 0.00 0.00 Grand Total $5,945.55 W4,-250 i cau cotter Hours ------- ------- FaucetDirectcom 91 411\ A Build. com Network Site Home Faucets Kitchen Bathroom Heft. Loon My Account Contact Us Help Cart -1 Rem What are you shopping for? Search Fixtures Acr--essaries parts Brands Articles SALE Lighting c Your changes have been applied. I Shopping Cart You have I item in your shopping cart. Product Wyndham Collection WC-ST1003-71 Mermaid 71" Free Standing Acrylic Bathtub with Center Drain Finish/Color - White This poduct Ww* M" wXAn I week Ship to: Miami, 33138 (FL) Update Call I Email Cart I Load Cart Empty Cart CPiange Soled Shipping Metlhod E) $05.00 - Freight (LTL) Have a coupon code? Apply (7 - 10 Business Days) 1N�as�.✓ bad. Continue Shopping Secure Checkout Estimated total: $1,490.95 Unit Price Qusnft Total $11425.0 $1,425.95 Update Remove Subtotal: $1,425.96 Shipping: 11 $65.00 Estimated Tax: 6 $0.00 Grand Total: $1,490.95 Secure Checkout The ZWK easlar may to M C31OWN "Checkout with PayPar WIU transfer you to PayPal. After you approve the use of PayPel, you Will be returned to this viebsite to complete your purobase. PayPal orders can only be shipped to your PayPal verified address. Have questions about your shopping cart? We're here to help. Call us toll free (800) 864-25W DON'T MISS A DEAL! Sign Up For Email SAVING Enter Email Address Stgri N-4- Up : Privacy Policy Your Cart Number: 4-18715133 Tom recently wwmw Wyndham Collection Wyndham Collection Hansgrohe HQ-T101 Grohe 26 017 WC BT1003 -71 Mennalld 71 Free SWKHM . . . . . . . . WC-BT1003-67 Mannalcl d7° Free Standing rw. S Tub and Shower Valve Trim wfth Thermost0t; Baul-oop Tub and Shoo Valve Trim Pressure Acrylic 1130" %ft Cart AaVft Bathtub with Cents... C--) Volu... Balanced... Compare Compare Compare 0 Gwriam DON'T MISS A DEAL! Sign Up For Email SAVING Enter Email Address Stgri N-4- Up : Privacy Policy 800.853.3077 FREE SHIPPING ON ALL ORDERS OVER $75 VISIT OUR SHOWROOM Hometo MY ACCOUNT CUSTOMER SERVICE CART [0 Items $0.001 CART )RDERS ONTA $'00 OFF ALL 100/4) Home Bathroom Fixtures Showers Drains Infinity Drain FX Series FXAS Style VIEW TECHNICAL SPECIFICATIC NS Authorized Dealer VIEW ALL INFINITY DRAIN Infinity Drain Fixed Length 48" Drain Infinity Drain Fixed Length 48' Drain FXAS6548 $1,020.00 Quantity 1 Finishes REQuiRED Clamp Down Drain Kit mciumw Infinity Drain Fixed Length 48' Drain FXAS6548 47 1/2'x 2 7/9"x 1' Stainless steel grate & channel Fixed length Center set outlet Not site sizable Pre-pitched channel Height adjustments via grate Grate can be removed for cleaning works with 2" clamp down drain with 2- throat (not included) Available finishes (please choose from options) Satin Stainless Polished Stainless KK includes 1- SA 6548 grate 1- XC 6548 Fixed channel 1- TNAS threaded nipple Clamp Down Drain (not Included please choose from options) PVC Z^ throat fits 2 or 3' SCH 40 outlet Cast iron 2" throat -no hub outlet VIEW TECHNICAL SPECIFICATIONS FREE SHIPPING REQUEST LEAD TIME ADD TO WISH LIST PRINT THIS PAGE SHARE THIS ITEM �'Ut a s+ei ,tt DPHA Great company 0 as Click for Review I have ordered several times from Home & Stone and have been so very pleased with the *very fast* reliable service. Calling customer service Is great. They are very helpf.. read more AlIrp In Womkinarnn WitAfte W—URE-1 Bathroom Kitchen Furniture Lighting Shopping Cart I Product Vespin 11 1.28GPF Close Coupled High Efficiency SartaGloss Choose Color / RnIsh: Cotton White Model No: CST474CEFG In stock and will ship In 24 to 48 hours Promotional Discounts Prom* Code: About Us Customer Care My Account FREE NO SALES I ITEMS SHIPPING TAX $1,079.70 MORE MARK DOWNS LED LIGHTING GIFTS Calculate Shipping Vp Code: 33138 sm MIAMI , Fl. Now is shippina calculated? Appliances Home Decor Fireplaces Outdoor Item Price Qty Total - $359-90 3 $1,079.70 Subtotal: $1,079.70 Promo: -$107.97!i Delivery: Free Sales Tax: $0.00'� Total., $971.73 34n-1 Guarantee IV ID Theft Protection 0 Purchase Guarantee $$ Lowest Price Guarantee People who bought the Items In your cart also bought: Start receiving your exciusive offers and updates today! TOTO SS224 Elongated Guinevere SoftrJose Toilet Seat - SS224 Priced from $86.55 Enter Your Email AC REDITED T-7 r-- 8 US 1 N ESS qCf —01 TOTO SS114 SoftCloss Toilet TOTO SS154 Tradrdonal TOTO SS204 Oval SoftClose Seat - Elongated - SS114 Sofl:Closs Toilet Seat - SS154 Toilet Seat - SS204 Priced from $43.07 Priced from $60.18 Priced from $60.18 Start receiving your exciusive offers and updates today! TOTO SS224 Elongated Guinevere SoftrJose Toilet Seat - SS224 Priced from $86.55 Enter Your Email AC REDITED T-7 r-- 8 US 1 N ESS qCf About Us I Policies I Shipping My Account i 16 Items ( $6,948.30 TOLL FREES 1 -800 -554 -3210 UKeyword or Model # `6%�=NI'HES I SINKS ( Tr:��T��Is I ']'IT I�� I i�:�II�I��T;�€ ! I�.d'I'c:;i�I:� I I�I�I�6B�I� I II�I�I3��:'�ItI: I SHOP 1sVIpRAN -D Shopping Cart P Gr „x ss, ve�csepoe CONTINUE SHOPP1�IC3 �a1 ` � ��`''yk �� ` . ITEM QUANTITY a., Jaclo B042 -690 Sku: B042- 690 -PCH 1 $211.50 Finishes and Colors: Chrome update��' remove item Hansarohe 15072 1► �+'la 3 $1,051.05 ' Sku: 15072001 HANSGROHE SPECIAL PROMOTION - $105.11 Finishes and Colors: Chrome fi If®Va,� update remove item $945.95 ($315.32 each) t w puravit 045550 �/� c,� 3 $888.30 Sku: 04555000001 DURAVIT SPECIAL PROMOTION - $44.42 Finishes and Colors: White update remove item $843.89 ($281.30 each) Hansarohe 04231 ”' $723,80 Sku: 04231000 2 HANSGROHE SPECIAL PROMOTION - $72.38 Finishes and Colors: Chrome update ibox Universal Plus: Box Universal Pius remove item $851.42 Optional Extension Set; Chrome ($325.71 each) Blanco 440006 >. Sku: 440006 2 $80.00 Finishes and Colors: Chrome update o,,5 v4i ,, "'� remove item ($40.00 each) Blanco 441196 7 Sku: 441196 IVx1%c, $212.50 Finishes and Colors: Chrome �� update remove item Blanco 441331 Sku: 441331 Lk $412.50 Finishes and colors: Chrome' \i date Pet"item Blanco 516209 ({��f �""�°" ' , $512.50 update remove item SUBTOTAL $7,395.00 PROMOTIONAL SAVINGS - $446.70 FREE SHIPPING $0.00 TOTAL $6,848.30 The safer, easier way to pay } .. :� Blanco 512747 �% 1 $617.50 ^° j ` update remove item KWC 536.433 Sku: 2..536.433.000 V(�! N^'S Sku: " 1 $437.50 Finishes and Colors: Chrome update .V,L o an Han§grohe 27495 tn/1 �s� i � l 2 $206.80 Sku: 27 9 Sku: 27495001 HANSGROHE SPECIAL PROMOTION - $20.68 Finishes and Colors: Chrome �� S update remove item $186.12 ($93.06 each) Hans arohe 04186 2 $63.80 -.. -- Sku: 04186003 CMS HANSGROHE SPECIAL PROMOTION -$6.38 Finishes and Colors: Chrome update remove item $57.42 ($28.71 each) Hansarohe 04266 ` 1 $174.90 Sku: 04266000 HANSGROHE SPECIAL PROMOTION - $17.49 Finishes and Colors: Chrome update remove item $157.41 nsgrohe 27451 i $35.20 Sku: 27451001 HANSGROHE SPECIAL PROMOTION -$3.52 Finishes and Colors: Chrome update remove item $31.68 i K Hansarahe 10456 Sku: 10456001 ""'"'°""'" ! HANSGROHE SPECIAL PROMOTION $1,263.35 - $126.34 Finishes and Colors: Chrome update Rough (Required for Installation): Rough 10452181 remove item $1,137.02 Hansarohe Metri,s S Set 2 1 $503.80 Rough -In Valve: iBox Universal Plus 01850181 HANSGROHE SPECIAL PROMOTION - $50.38 Finishes and Colors: Chrome update remove item $453.42 ► Read our Return Policy PROMOTION CODE apply ► Read Our Shipping & Delivery Policy SUBTOTAL $7,395.00 PROMOTIONAL SAVINGS - $446.70 FREE SHIPPING $0.00 TOTAL $6,848.30 The safer, easier way to pay } .. :� Kitchen i Bathroom I Showers I Cabinet f Door Hardware I l.rghling I ;`borne Decor I Floor Heating I All Brands I Order By Fax Search Items �® Horne 11 Show Order Shipping,'Return Policies if Cornuany in`ro jj Contact 11 Site Map If Shop by Brand *Due to demand, selected items may be out of stock. If this applies to your order. we wiil notify you ASAP. y ^;j Item ID /Finish Options Qty Total Shipping Remove item 3060VN White $562.56 0 $562.56 $200.00 X 3060VN Kitchen Products MERCHANDISE SUBTOTAL- $562.56 Kitchen Fauce Shipping: $200.00 Bar Sink Fauce *Sales Tax: $0.00 Kitchen Sink. TOTAL $762.56 Bar Sinks LaundrylUtility Sink Back un5n ie Sltccpincd U�datsy i.3ua iti Checkout Kitchen Accessoiie P Kitchen Colection - To update the quantity of an item change the displayed quantity then select "Update Quantity' - To remove an item from your cart, click on "Remove Item" X Bath PrOZiUCtS .,,.:; - To proceed with the ordering process please select "Checkout" Bathroom Fauce is `'; *Sales tax is added to all orders delivered in New York based on the prevailing rate of sales tax. Tax exempt Clawfoot Tub Fauce organizations located in Now York must fax a copy of their tax exempt certificate and a copy of their invoice to (516) Bathroom Sink 908 -4679. Upon the receipt of this information we will remove all tax charges from the purchase. Bathroom Famit a "We charge CA Sales Tax when order shipped to CA residents for the fallowing products: Dawn, Dynasty, SAGO, HANSA, Jado, Kimball and Young, KWC, Mountain, Native Trails, Phylrlch, Richelieu, Rohl, Sonia, Tot*, Showe Vale, and Waste King. Toilets Bidets , *"'We charge CT Sales Tax when order shipped to CT residents for the LessCare products. Bath Tubs 1 Whirlpool Bats fit, �Ws charge CA, CT, FL, GA, IL, KY, MA, MI, NC, NJ, OH, PA, SC, TN, and WA Sales Tax when order shipped to Bathroom Collection CA, CT, FL, GA, IL, KY, MA, Ml, NC, NJ, OH, PA, SC, TN, and WA residents for the Richelieu, products. Hardware �ightil�� r S FBCra'C ®eCC Flt�a�r gating �Auth* t�thrr4 =nerd tom( �i� J 0 What's Plumbing T, All Br Manufacturer's Kitchen /Bath Design t BN<'- b4t A-� al4r5 -fie. Company Info II Contact 11 Site Map II Policies II Privacy Policy FaucetU e.00m is not responsible for printing or typographical errors. Prices, policies, and availability are subject to change without notice. Copyright ® 2003 - 2012 Fauceti-ine.com. All rights reserved. Search welcomel k All Offers! Living room Bedroom Kitchen & Appliances Chjldre,-,'s IKEA Home / Bathroom / Sink cabinets / Sink cabinets g'�' Share 0 Like Color More Models Show all (12 more) Nstddng Products complementary* Products Product information ro My account Visit our Mobile Site! My shopping cart Join our email list Ask Annal My shopping list Informaci6n en espafiol Textiles & Rugs Shop Online Departments GODMORGO-ON/ ODENW IK Sink cabinet with 2 drawers, white high gloss white $249,00 IThe jorke reflects selected options Article Number: 898.843.37 Smooth - running drawers with pull-out stop. The size of the compartments can easily be adjusted by moving the divider. Read more cow I high gloss white Complementary Products wi View all complementary products Buy at your local store [FL, Sunrise 'JI Ok Store selection may very and prices may differ from those online. Assembly Insbuctionas 8t manuals Downloads Services Assembly Service Picking and Delivery Service Delivery Service Home furnishing advice More Sink cabinets Go to Sink cabinets ME al"MON 600HORGON GASSRUND bath towel vanity light soap dispenser $5.99 $49.99 $14.99 My account Visit our Mobile Site! My shopping cart Join our email list Ask Annal My shopping list Informaci6n en espafiol Textiles & Rugs Shop Online Departments GODMORGO-ON/ ODENW IK Sink cabinet with 2 drawers, white high gloss white $249,00 IThe jorke reflects selected options Article Number: 898.843.37 Smooth - running drawers with pull-out stop. The size of the compartments can easily be adjusted by moving the divider. Read more cow I high gloss white Complementary Products wi View all complementary products Buy at your local store [FL, Sunrise 'JI Ok Store selection may very and prices may differ from those online. Assembly Insbuctionas 8t manuals Downloads Services Assembly Service Picking and Delivery Service Delivery Service Home furnishing advice More Sink cabinets Go to Sink cabinets Search Welcome! All Offers! Living roam Bedroom Kitchen t& Appliances .f i3clae e,'t YKEP Textiles, & Rugs Home / Kitchen / Dishwashers '`1,Share 0 Like ;10^ Product information RENLIII Integrated dishwasher $699.00 Product dimensions Width: 24 " Depth: 24 7/8 ° Height: 33 7/8 ° Width: 61 cm Depth: 63.2 cm Height: 86.0 cm Key features - 5 -year Limited Warranty. Read about the terms in the Limited Warranty brochure. - Extra option of drying dishes without heat available. Saves energy and Is practical when drying plates and mugs in heat - sensitive materials. - Dishwasher with timer; can be preset to start max. 4 hours later. - Fully Integrated; should be used with a door in the same design as the rest of the kitchen. Designer: IKEA of Sweden My account Visit our Mobile Site! My shopping cart Join our email list Ask Anna! My shopping list Informaci6n en espahol Shop On ins„ Departments RENUG Integrated dishwasher, black $699.00 Article Number: 601.423.70 5 -year Umited Warranty. Read about the terms in the Umited Warranty brochure. Read more 1 ter, nsavlms - atavu w IWAL Buy at your local store FL, Sunrise Ok ti Store selection may vary and prkes may di/fer from those online. Services Kitchen Planning Installation Service Delivery Service Measuring Service Good to know More Dishwashers Capacity: 14 place settings., 4 cycles; normal wash, light wash, heavy CM wash and rinse only. Stainless steel cavity. Countertop, door, phnth and handles are Go to Dishwashers sold separately. The estimated annual operating cost for this dishwasher is $31 for electricity and $23 for natural gas. However your operating costs will depend on your utility rates and use. The estimated operating cost Is based on 4 washloads a week and a 2007 national average cost of 10.65 cents per kWh for electricity and $1.218 per therm for natural gas. CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WFST 84 STREET SUITE 13-106 HIALEAH,FL. 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800-5014172 EMAII.,: cgc @capitalgeneralcontrdctors.com Client: Peterson Residence-1 property. 1350 N .E. 101 Street Miami Shores, FL 33138 Operator Info: operator: CBELro Estimator: C BELLO Type of Estimate: Date Entered: Date Est. Completed: Price List: Labor Efficiency: Estimate: File Number. RENOVATION 7/18/2012 Date Assigned: 7/18/2012 7/24/2012 Date Job Completed: FLMI7XX MAY12 Restoration/Service/Remodel PETERSON_RESIDENCE QUOTE # 2012 -172 Prepared For: Lisa Peterson Quote # 2012-172 This quote is only valid for 30 days Permits fees and Governmental fees are not included in this proposal. Excluded Items, Landscaping removal and re plantation Accepted . Date: 10/11/2012 Print name: Carlos A. Bello Capital General Contractors & Developers, Inc. Business: (305) 827 -6211 E- mail: Cbello @capitaigeneralcontrac tors.com Accepted Date: 10/11/2012 Print name: Elizabeth Peterson Owner CAPITAL GENERAL CUNTRACTORS & DEVELOPERS 480 NEST 84 STREET SUITE B -106 FHALEAH,FL. 33014 TEL # 305 -827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL.: cgc @capitalgeneralcontractors.com PETERSOAT RESIDENCE- General Requirements DESCRIPTION QNTY REMOVE REPLACE TOTAL Dumpster load - Approx. 20 yards, 4 tons of 4.00 EA 506.00 0.00 2,024.00 debris Temporary toilet facility (per month) 3.00 MO 0.00 232.00 696.00 Daily clean up 1 hour daily 88.00 HR 0.00 12.50 1,100.00 Final cleaning - construction - Residential 2,500.00 SF 0.00 0.30 750.00 Totals: General Requirements 4,570.00 Demolition DESCRIPTION QNTY REMOVE REPLACE TOTAL Demolition of back room. ( Including heavy 1.00 EA 5,690.00 0.00 5,690.00 equipment & hauling). Remove windows and doors, cbs wall, soffits eve, roofing and foundation at the rear of property structure is not up to cue. Demolition of front porch and foundation 1.00 EA 3,220.00 0.00 3,220.00 including roofing, windows and door, concrete cutting & opening for rear door, including heavy equipment and dump track Remove kitchen cabinets, and appliances 1.00 EA 561.00 0.00 561.00 store carefully for re use. Storage to be provided by owner Provide & install Temporary shoring post - 50.00 EA 0.00 43.53 2,17650 Screw jack support for demolition of load bearing partitions. Remove exterior windows to be relocated. 3.00 EA 0.00 78.30 234.90 Remove and dispose interior 2" x 4" wood 1,529.00 SF 0.75 0.00 1,146.75 stud partition with top and bottom plate & all door's, drywall both sides and insullation. Totals: Demolition 13,029.15 PEIERSON_RESIDENCE -t - _ 0!11/2012 Page: 2 Accepted by: Date: 10/11/2012 Accepted byF- 10 /12012 Print name: Carlos A. Bello Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc. Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B-106 B AT EAH,FL. 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800-501 -4172 EM,A1L: cgc @capitalgeneralcontractors.com DESCRIPTION CONT01M - Structural QNTY REMOVE REPLACE TOTAL provide & install Engineered fill per track 2.00 TL 0.00 518.00 1,036.00 load. Walk behind plate compactor and operator 8.00 HR 0.00 50.64 405.12 Backfill foundations 191.00 LF 0.00 3.63 693.33 Soil treatment / Termite spray TO 98 %n 1.00 EA 0.00 350.00 350.00 Soil test Compaction test 1.00 EA 0.00 450.00 450.00 provide & install Concrete auger cast Piles - 8.00 UN 0.00 925.00 7,400.00 14" diameter Form work, steel work and Concrete for 13.00 CY 0.00 496.82 6,458.66 grade beam Form work, steel work and Concrete for 10.00 CY 0.00 594.34 5,943.40 slab - turned down edge Form work, steel work and concrete for Tie 6.50 CY 0.00 425.37 2,764.91 beam Form work, steel work and Concrete for 3.00 CY 0.00 475.37 1,426.11 Columns. Tiedown columns reinforcement & concrete. 3.00 CY 0.00 625.37 1,876.11 Provide & install Block - 8" x 8" x 16" - in 755.00 SF 0.00 3.74 2,823.70 place & reinforced Provide & Install Hurricane strap and 1.00 EA 0.00 1,643.00 1,643.00 special connectors for new trusses. Provide and install Trusess - 3/12 slope " 1.00 UN O.QO 5,500.00 5.500.00 Including Crane " Provide & Install sheathing - plywood - 518" 1,487.00 SF 0.00 1.34 1,992.58 CDX Provide & Install new Tile roofing - 13.00 SQ 0.00 450.00 5,850.00 Concrete S tile at new construction only to match existing finish. 46,612.92 Totals: Structural Interior partitions DESCRIPTION QNTY Provide & Install wood stud framing - 2" x 2,137.00 SF 4" -16" oc as per drawings load bearing partitions. PE'TERSON_RF�SIDEIV Accepted by: Date: 10 /11/2012 Print name: Carlos A. Bello Capital General Contractors & Developers, Inc. REMOVE REPLACE TOTAL 0.00 1.59 3,397.83 10/11/2012 Page:3 Accepted 11/2012 Print name: Elizabeth Peterson Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HIAi EAH_FL. 33014 TEL# 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneralcontractors.com CONTINUED - Interlor Partitions DESCRIMON QNTY REMOVE REPLACE TOTAL Provide & Install Batt insulation - 4" - R1 l 1,842.00 SF 0.00 0.57 1,049.94 at new partitions Provide & Install (A) 2' -6" X 6-8" wood 3.00 EA 0.00 Provide & Install 2 x 6 stud wall's and 420.00 SF 0.00 2.70 1,134.00 bathroom ceiling. Provide & Install ( B ) T -0" X 6' -8" wood provide & Install wood furring strip -1" x 2" 753.00 SF 0.00 0.82 617.46 at new construction only ( powder room ) Provide & Install Reflective multi-layer foil 753.00 SF 0.00 0.74 557.22 insulation - R-5 at new construction area. louvered Provide & Install Batt insulation - 6" - R19 2,476.00 SF 0.00 0.51 1,262.76 at ceiling area. 290.00 290.00 door Provide & Install 1/2" drywall - hung, taped, 3,235.00 SF 0.00 1.05 3,396.75 floated, ready for paint. Moisture resistant at 1.00 EA 0.00 341.00 341.00 bathrooms & wet areas. Provide & Install 5/8" drywall - hung, taped, 476.00 SF 0.00 1.22 580.72 floated, ready for paint at ceiling area 482.00 door Provide & Install 1/2" Cement board at 360.00 SF 0.00 2.76 993.60 bathroom wet areas. 0.00 139.00 278.00 Doors to be provided and installed by General Contractor. Owner to supply door hardware. Totals: Interior Partitions 12,990.28 Interior Doors DESCRIPTION QNTY REMOVE REPLACE TOTAL Provide & Install (A) 2' -6" X 6-8" wood 3.00 EA 0.00 325.00 975.00 door Provide & Install ( B ) T -0" X 6' -8" wood 5.00 EA 0.00 290.00 1,450.00 door Provide & Install (C) 2'-6" X 6-8" Fully 1.00 EA 0.00 238.00 238.00 louvered Provide & Install (D) T-W X 6-8" wood 1.00 EA 0.00 290.00 290.00 door Provide & Install (E) 2'-8" X 6'-8" wood 1.00 EA 0.00 341.00 341.00 pocket door Provide & Install ( f ) 2'-8" X 6-8" wood 2.00 EA 0.00 241.00 482.00 door Provide & Install { G ) T -8" X 6-8" bi fold 2.00 EA 0.00 139.00 278.00 Doors to be provided and installed by General Contractor. Owner to supply door hardware. Totals: Interior Doors 4,054.00 PETERS ON_RESIDEN 10/11/2012 Page:4 Accepted by Date: 10 /11/2012 Accepted by. Date: 10/11/2012 Print name: Carltzors lo Print name: Elizabeth Peterson Capital General & Developers, Inc. Owner . a CAPITAL GENERAL CONTRACTORS & DEVELOPERS ' 480 WEST 84 STREET SUITE B -106 HIALEAH,FL. 33014 TEL # 305427 -6211 TOIL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneraicontractors.com Exterior Windows & doors DESCRIPTION QNTY REMOVE REPLACE TOTAL Windows - Aluminum. Impact 1.00 EA 0.00 12,279.85 12,279.85 1011- 60 84 ES3000 French Door High Bottom Rail Hinge Left LAG XX Grey White- 105 1- 68 80 ES6000 Sliding Door XO Grey White 1081- 36 80 ES3000 French Door High Bottom Rail Hinge Left IM X Grey White. 101.102.103.104 - 2 39 63 ES5000 Casement Window Lhff Grey White. 105106.110- 3 37 37 ES5000 Casement Window LAG Grey White. 109.112 19 1/8 26 ES5000 Casement Window LMI Grey White. 111- 1 38 90 ES8000 Store Front IM Grey White. 112 170 3/4 24 ES8000 Store Front IM Grey White. 112 MB 1241 x 4 x 1/8 aluminum tabe mull Grey White. 113 & 114 -2 38" x 72" ES8000 storefront lmi 115153 1/8 381/4 ES1000 Single Hung LMI Grey White. All Windows and Doors to Comply with (NOA). Maxunnm Height and Width as Per (NOA) Totals: Exterior Windows & doors Interior FYnishes DESCRIPTION Engineered wood flooring, wood floor provided by owner. Installation only 4' Wood baseboard as per page A -6 Note # 5 Assemble and installation of Vanity, provided by owner. Medicine cabinet. Installation only. Cabinet Provided by owner. Assemble and installation of low base cabinets from Ikea, cabinets provided by owner. Assemble and installation of upper base cabinets, cabinets provided by owner. Kitchen area and vanities. Install bafroom wall file and setting material, the provided by owner. Install bathroom floor tile, floor tile provided by owner. mil 11'1 1,361.00 SF 610.00 LF 1.00 UN 3.00 EA 34.00 LF 65.00 LF 310.00 SF 260.00 SF Interior painting, paint entire ceiling. 2,954.00 SF Benjamin Moore paint. PETERSON- RESIDENCE - Accepted by: � Date: 10 /11/2012 Print name: Car A. Bello Capital General Contractors & Developers, Inc. DRZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Gj 158 1.98 650.00 52.00 57.41 3952 5.15 4.25 0.49 12,279.85 TOTAL 2,150.38 1,207.80 650.00 156.00 1,951.94 2,568.80 1,627.50 1,105.00 1,447.46 -� C 10/1112012 Page:5 Accepted d� Date: 10 /11/2012 Print name: Eliza P on Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 NEST 84 STREET SUITE B -106 HIAT FAH,FL. 33014 TEL # 3054;27 -6211 TOLL FREE 1- 800 -501 -4172 EMMAII.z cge capitalgeneralcontractors.com DESCRIPTION CONTDUM - Interior Finishes QNTY REMOVE REPLACE TOTAL Interior painting, paint all walls, paint color 5,034.00 SF 0•00 0.47 2,365.98 to be determined by owner. Benjamin 1,147.00 SF 0.00 2.90 3,326.30 Moore paint 612.00 LF 0.00 1.67 1,022.04 Paint baseboard, all areas. 1.00 EA 0.00 1,804.96 1,804.96 Paint door slab only - 2 coats (per side) 13.00 EA 0.00 57.40 746.20 Paint jamb and door casing 13.00 EA 0.00 25.00 325.00 Totals: Interior Finishes 17,324.10 Exterior Finishes DESCRIPTION QNTY REMOVE REPLACE TOTAL Stucco work or plaster natural gray - 1,147.00 SF 0.00 2.90 3,326.30 troweled at concrete wallsNew construction area and around windows. 1.00 EA 0.00 1,804.96 1,804.96 Stucco work repairs at soffit eve, rounded 168.00 SF 0.00 2.90 487.20 facia with self furred lath, apply stucco 1.00 EA 0.00 2,615.62 2,615.62 finish to match existing. Stucco band below new windows at new 22.00 LF 0.00 18.20 400.40 cOIIStitiCt70n area Soffit lineal vent at exterior rounded eve. 150.Q0 LF 0.00 4.15 622.50 seamless Paint entire exterior of the house. 2,453.00 SF 0.00 0.87 2,134.11 6,970.51 Totals: Exterior Finishes Mechanical -Wae DESCRIPTION QNTY REMOVE REPLACE TOTAL Provide & install Central air - condenser unit 1.00 EA 0.00 2,34732 2,347.52 - 23 ton -16 SEER Provide & install variable speed 2.5 ton air 1.00 EA 0.00 1,804.96 1,804.96 handler umt.with heat element 5 KW Provide & install Central air - condenser unit 1.00 EA 0.00 2,615.62 2,615.62 - 3 ton -16 SEER PETERSON RESIDEAT Accepted L,y: Date:10/11/2012 Print name: Carlos lietlo Capital General Contractors & Developers, Inc. 10/11/2012 Page:6 Accepted by: Date: 10 /11/2012 Print name: Elizabeth Peterson Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HIAi EAII,FL. 33014 TEL # 305 - 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneralcontractors.com DESCRIPTION CONTPaM - Mechaniical -Hvac QNTY REMOVE REPLACE TOTAL Provide install Air handler - with heat 1.00 EA 0.00 1,937.40 1,937.40 element - 6 kW 3 ton Provide & install Rigid fiberglass duct 104.00 LF 0.00 21.20 2,204.80 insulation board - foist faced Provide & install Ceiling diff isers/grills - 8 "- 24.00 EA 0.00 69.70 1,672.80 10" diameter Provide & install Ductwork - flexible - 116.00 LF 0.00 1356 1,572.96 insulated. Provide & install Thermostat 2.00 EA 0.00 195.00 390.00 Provide & install Condensate drain line 2.00 EA 0.00 26458 529.16 Provide & install Condenser pad - 36" x 36" 2.00 EA 0.00 171.92 343.84 away from window and roof edge, so water don't drip on the unit when it rains. Totals: Mechanical -Hvac 15,419.06 DESCRIPTION Electrical work as per plans pages, E -1 & E- 2 QNTY REMOVE 1.00 EA 0.00 REPLACE TOTAL 19,075.00 19,075.00 PETER SON g IDINCE 10/11!2012 Page:7 Accepted by: Date: 10/11/2012 Accepted by: Date. 10/11/2012 Print name: Carlos A Bello Print name: Elizabeth Pe rson Capital General Contractors & Developers, Inc. Owner CAPITAL, GENERAL CONTRACTORS & DEVELOPERS qh 480 REST 84 STREET SUITE B -106 HIAT FAH,FL. 33014 TEL # 305 -827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneralcontractors.com CONTINUED - Electrical DESCRIPTION QNTY • REMOVE REPLACE TOTAL Installation of all electrical devices as per plan pages E-1 and E-2. Receptacles of 15 amps and 20 amps Decora outlets. Gang 3 way Decors outlets Flood lights wall lights, ceding outlets. Smoke detectors Ceiling fans outlets GF1 Ooutlets Dish disposal outlet Double oven, Range hood & fans outlets. A/C 1,2 & Ahu hook ups Microwave, Refrigerator outlets Panel A 125 Amp 42 Spaces 22 KIC Panel B 200 Amp 42 spaces 22 KIC S Panel 200 Amp Winecooler outlet Provide power for electrical water Heater Exclusions. Lights fixtures Generator Light bulbs Hi hats. Totals: Electrical Plumbing DESCRIPTION PETERSON_RESIDEN Accepted by: Date: 10/11/2012 Print name: Carlos AlBello Capital General Contractors & Developers, Inc. QNTY REMOVE REPLACE 19,075.00 TOTAL 10/11/2012 Page:8 Accepted by. Date :10/11/2012 Print name: Elizabeth Peterson Owner MEN I CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 FffAT FAH,FL._ 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneralcontractors.com DESCRIPTION CONTINUED - Plumbing QNTY REMOVE REPLACE TOTAL Scope of work as per pages P -1 & P-2. Rough and set. New underground ( PVC ) for 3 toilets, 6 lavatories, 2 showers, 2 kitchen sink, l washer machine, 2 dishwasher, l free standing tub,I bathtub New water line ( CPVC ) piping for 3 toilets, 4 lavatories, 2 showers, 2 water heaters, 2 kitchen sinks, 1 washer machine, 2 dishwashers, I refrigerator, l free standing tab,I bathtub, l water filter system. New vent piping ( PVC ) Install fixtures Sewer lines and water lines 5 feet from the property Natural gas piping ( copper ) for 1 water heaters, I existing pool heater, 1 dryer and 1 frame generator. Provide ansd install electrical water heater This quote also includes all plumbing pipes, fitting and labor. Exclusions. Plumbing factures Plumbing as per plans- 1.00 EA 0.00 9,037.00 9,037.E Totals: Plumbing 9,037.00 Line Item Totals: PETERSON—RESIDENCE- 161,361.87 PUMMN_RESIDENCE- Accepted bir Date: 10/11/2012 Print name: Carlos A. Bello Capital General Contractors & Developers, Inc. �=ate: 12 Page:9 Accepted by. �' 0/11/20 12 Print name: Elizabeth Peterson Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUM B -106 HIALEAH,FL. 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL cgc @calAtaigeneralcontractors.com Summary Line Item TOW Material Sales Tax @ 7.0000/a x 84,312.57 Replacement Cost Value Net Claim C BELLO 161,361.87 5,901.88 $167,263.75 $167,263.75 PETERSON RESIDEK 10/11/2012 Page: 10 Accepted by: Date: 10 /11/2012 Accepted Date: 10 /11/2012 Print name: Ca A. Bello Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc. Owner File No. 1208001 y f.s _ SUMMARY APPRAISAL REPORT OF THE REAL PROPERTY LOCATED AT 1350 NE 101 STREET MIAMI SHORES, FL 33138 for PRIVATE N/A as of AUGUST 9, 2012 by Scott J. Taylor 341 East Tropical Way Plantation, FL 33317 Taylor Made Appraisals -q— n.w -44 . _,_- ._..... j ,,,,,,.— ..,4,... Unl orm Reeldheniial Appralsal R ®part FUG Al 1208001 The purpose of thte mmvrmv appraisal report Is to VYOVWO the kmdeddlmd vAh an acmusts, and adequately Gypoortod. OPbdm of the rrhmket value of the Propeft Address 13SONIR 101 STREET CRY MIAMI SHORES Sts" FL zip Code33138 Borroaiar 0wrw of Putt Record PETERSON CourdYMLAW-DADE L®eai pescrIRtco MIAMI A PK ESTATES PB 5 LOT 2 BLK I S Assessa's Parcel # 11- 32-054)230020 Tax Year 2011 R.E. Texas $19,605 u. tveighbwhood Name Map Reference 2-05 Carman Treat 1202 'j oommern Owner Tenant X vacant Assesmrhmhte $ N/A PUD HOA $ N/ per madh J E Property mshtsAppraieed LxJ Fee swroo Lj Leasehold LJ otter (describe) C Assignment TyM Pwdumo Tim On Refinance Transaction X Otlher (desoiba) ALUAn T Lm ded0 lord PRIVATE Address /A -: Is the subfect propwW cuffervily oNered far sale or has it been offered for sale in the twelve nwritim prior te the effective date of the Yea No Report date s used. offering pd s), and date(s). M S. SUBJECT WAS PURCHASED IN NOVEMBER 2011 FOR $1,292,500 BUT HAS C N t did did not wmVzo the cortaad for sale for the subject pudhaw trmrearrlon. Expialn the reaft of the analysis of tre contract for sale or why She analysis vies not p-ftnted. NA -: T Cormad Prise$ N/A Dale of Contrail A ie tre seller tare owner of publm record? MY. NO Data s N/ R -C- Is time any 9nendal assistance (loan clunges, sele concesstoTre. gift or doampaynmd asslaLmus. ate.) to be pold by arty party an behalf of the borrower? Yes No If Yes, report dw total dollar amohmt and desome tre llama to be paid: NOr A SALE T Nam: Race a rw am reow composftion of the nelahborhood are not appraloW fact ma. Chowpubwtstim CWosdUJt Trends Cne- t P Land Use % N Loratah urban Shrburf�rh FLaat vat Increaskrg X stabie PRICE AGE one�Jrdt 90.0 % `I sunt-up X OVar78% 28-78% tlrMer28% 8thottege tnselance ) OTO 2-4UNt % :�- Growth- Reptd Stabie I I Slow Tuns Under mDuLXJ "n*m Overflrw s 40D LOW 35 % H Ne%Mxw rand BouraWdes SUBJECT LOCATED NORTH OF NE 91 ST. SOUTH F NE 105 ST, 2" Fah so Commarcht 10.0% 0 EAST OF NE 6 AVE, OF BISCAYNE BAY. lim Prod. 5040, cater % R hbmtroodDeacriptmrr PUBLIC PARKS SCHOOLS HOUSES F WORSHIP, SHOPPING, TRANSPORTATION. AND RECREATION a AREAS LOCATED NEARBY BUT DON T INTRUDE N PESIDENTIAL AREAS. "' See Additional Commcuts 0 D Market CorMimons Onducwm stwort for me ON— condusmne) THE MARKET IN MIAMI SHORES HAS IMPROVED OVER THE LAST 12 MONTHS T INVENTORY DECREASING AND DEMAND HIGH. MOST LISTINGS ARE SELLING FOR 5% OF LIST PRICE AND 90 DAYS. fff fff —WITHIN OW -Wor- 93 X 158 Area 14,694 Shope RECrANGULAR View WIDE BAY Spedeazontng C9assitcato+hR 22 5 ONE FAMILY zorom Coamunrice Lxl Legal I I Legal Naxnrhforrrhkhg (Grmxifathmed use) No zw*m f (desoilbe) IstmhWnmdartdbaettmofthe as oral andspedflca0orm the hoe? Yes NO If No. describe S I f Ultle8 PYbUo die Ptd3do Other (describe) Pubno Priva6® i d X I water w street ASPHALT T Gas X I San Sewer " Lx_J sEpTic Alley N FEM Special Flood Hazard Area W Yes Lj No FEMA Flood Zone AF FEMA Map No. 12065 2(0093) FEMA Map Date - Are Ore uNtlas and o&sfte b prover arts typical for the nmrket area? X Yes No. If No. describe - Are Owe any adverse sne ourditlom or wdwrt l factors (easmrmll% encroadhrtrente. emironmanfal Oorxlltmrhs, land uses. ma)? M Yes No tYes.describe NO APPARENT EASEMENTS OR ENCROACHMENTS NOTED. TITLE DOCUMENTS NOT EXAMINED. FLOOD INSURANCE REQUIRED FOR ZONE AE. Cell. Fauuieton tntmior IINte X Orhe Orhecv)mAaosssoryUnft CahaeteSieb X da4* FaahrdetorWaa OA Floos Cvatile/W # of stories Fun sesenuma Parma) E4wlw waits O/A G walls Pl gWA . - T Fx_l Wt. Mt. S -owEnd unit Bm mrmnt Aree sq. t. Roof Surface D TdffdPa ish WoodAaood Under Conal. seemnerht Fbft h % Gutters ti Dowmspmft ADEOQVHNG Beth Ftea hwmdclwd D-Im (Styie 1 STORY Outside EnbyJExit sump Pump window Tye mpAermoup Bom wainscot Car None Year spilt 1953 Evidence of I I IrrPeatata» Storm SashAnsutated YES Effx*m re semennem 3veans YES Lxlpfteww #ctCms fma Alm Nam Heating I X I FWA Lj MM AmmhNes KKNU +ve(s Sha'face BRICK X prop stetr Steba oilier Full s # X ce 2.: X Garage # of Cars 2 IY1 Floor scm- Coo" Cerhtrel Ali Corxn9atn X PatoJlTedt Oh Ca rport # of Cars P Flrhieltad Heated indwual Otrar X Poo! Otlhar AtL Det X I trb 0 Oven Dleitwesirer X Mloroweve W OOrer describe V Flntsh®d area above graft contains: 7 Roans 3 se&oons 4 Bath(s) 2,516 Square Feet of Gross UyIng Area Above Grade EAdOlonal %ahrras (%3ecU eneMy ffidem ftmrm, eta ) fff fff E N Describe are Oondmmn of the pwwV (Includiry needed repairs, datermradw. row-mom remodemeg. etc.). SUBJECT IS OOOD IN CONDITION WITH T UPGRADES SUCH AS IMPACT IN WS NEW GOURMET KITCHEN AND TILE ROOF IN THE LAST 3 YEARS. S" - Are there any phydmd detdenclas or adverse ootd(tam tint Brant the HvabMiy . soudrmw or struduret Irdeow of the property/! Yes X No O Yes, dasoribe Does the property generally c=ftm to tre neVhbodmxW uUMY We. a-dit w4 tr>ie, cortetrudmrh, ate)? LiJ Yes No t No. descrn)e FreddIsMsoForm70Maroh2006 Page 1 of B FannieMaeForml004Maroh2005 Taylor Mado Appraisals Uniform Residential Appraisal Report F11e# 1208001 Freddie Mac Fomt7OMarch2005 Page 2 of 6 Fannt@MaeFormI004March2005 Thera are NIA propwf>es curran6 offered for sale to Ore rid to *oM $ NIA to $ N/ -- - Timmins le sales In Ire sub wMft Ore 088, theta morWm In sale from $ NIA to FEATURE SUBJECT COMPARABLE SALE # 1 COMPARABLE SALE # 2 COMPARABLE SALE # 3 1350 NE 101 STREET Address WAMI SHORES. FL 33138 1490 NE 103 STREET FL 33138 1550 NE 103 STREET MIAM SHORES, FL 33138 9839 NE 13 AVENUE SHORES, FL 33138 ProWntily to Subject 02QmHaNE 0.36vQesNJE I miles S Sete Price $ NIA is 2,450,000 Is 1 is I 000 Sale PricaOross Ltv. Area $ NIA sq. 1L $ 737.95 sq. fL $ 4207 sq. ft $ 400.00 sq, fL Dam sours(s) F IN HOUSE FILE FARESMS FARES&" Vwwmum source(s) 150 DOM 552DOM 141 DOM VALUE ADJUSTMENTS DESCRIPTION DESCRIMON DESCRIPTION Aombnerd DESCRIPTION - Adjumbnwd Sale orFtnandng Comm CONV. NONENOTED CASH NONENOTED CONV. ONE NOTED DatsofSelefTima ° /12 12/11 11 /1 Location GOOD GOOD GOOD GOOD LeasahoafRm Skruft FEESWLE SIMPLE FEE SIMILE MSRWPLE Site 14 19,450/170 FEET -10(i.000 13Y771170 FEET 4 4 3 FEET N view WIDE SAY WIDE BAY WIDE BAY WWEBAY Design (style) I STORY 1 STORY I STORY l STORY QuaftorConstruction D CEMOCIOD Actual Age A59/E 5 A54MIO ADJ W ADJ BL 0 Condition X D - 500000 VERA +2500 VERA +250 Above Grade Tole) Bdrrhm. Batfm Total Bdmm. Baths Tow Bdmm. Bon. T� BNnm. Balm $ Room Count 7 3 4 7 4 4.5 4 5 5.5 NO 8 4 4.5 OAD A Groan Area 16 . R 3,320 sq• R 201000 . ft 2 Q00 3 sq. fL -L- -$; Base�dBFintshed Rcoms Below Grade ONE NONE Functional LWly GE AVERAGE C Heathror-oam CENTRAL CENTRAL CENTRAL CENTRAL M M Efficient Itarrm ST STANDARD P: I GE NO AD CAR GE A ParctdPat A)ack PATIO PAHAR F! L POOL POOL I S a N NetAcifustrnmtt otan + X - $ - 801000 + X - $ 96000 X + $ 4 A, P Adjusted Sate Prim of ties NelAa 32.69 % Gross % NetAdj. 6.40 % Gross % $ NetAdj. 0.29 % Gross % X dto cad not research Ore sets or trarmler Maly of the subject and comparable sales. If Trot, explain R1 R O A C Wresomuch X did M did not reveal sates or transfers of Me for Om Oven yeam prior to the effective date of Ode H Data souroe(6) F rewerch did X did not reveal any prior sales or &wm%m of Oro aorperable sales for the prior year to the date of sale of Ole comparable sate. Data s FARESHVMS Report Ire results of Ole research and analyals of the prier sate or tranaft t9stary of the subject property acrd omparable sates report addles prior sales on pgp 3). ITEM SUBJECT COMPARABLESALE #1 COMPARABLE SALE #2 COUJIMARABLESALE #3 = Date of Prior salellransfar 11!11 /A A NIA - . Price of Prior salarrmnsrer 1 Data Source(s) CRECORDS PUBUC RECORDS PUBLIC RECORDS PUBUC RECORDS Effective Data of Data s IM 012 WM12 M2012 2012 Analysis of prior sale or transfer history of the subject property end comparable sales SUBJECT HAS TRANSFERRED WITHIN 36 MONTHS. COMPARABLES HAVE NOT TRANSFERRED T IN 12 MONTHS. otseles L SALES ARE HE LAST 12-MONTHS AND ALL LOCATED IN MIAMI SHORES IT DIRECT BAY VIEWS LIU THE SUBJECT, I INSPECTED COMP I LAST YEAR AND FOUND IT TO BE SUPERIOR IN CONDITION WITH ITALIAN FINISHES SUCH AS STONE FLOORS. VIOLA Bt B FFI BATHROOMS. IT WAS ADJUSTED FOR CONDITION AND ALSO LARGER LIVING AREA. COMPS 2 AND 3 WERE SOD WITH ORIGINAL FEATURES FROM THE 1950'S. THESE TWO SALES HAD NO UPGRADES. P 2 TOOK ALMOST TWO YEARS TO SELL AND ACCORDING TO THE REALTORS IN THE AREA HAD TO BE SOLD FOR CASH AS REPAIRS WERE NEEDED TO THE STRUCTURE THAT WOULD PREVENT FINANCING. Indicated Value tvv sates Cornparlson Appamich$ JMJOW R Intlicated value bjr. Sales Comparison Appmaaih$ 13MM Cod Approach (d ) $ l 700 Irmarm Appraarb (it &wMopmQ $ N/ E INCOME APY-RQAQI NOT VALID FOR A SINME FAMILY HOUSE. C 0 N L. i TMs appraisal he made X - esis.° El subject to aomoation per ptmm and specifications on Ore basle of a hypototesl rmnditon Out the bnprovenmnts have loom completed. Q subject to the f n'*Q'pairs or ate"'W"s on the bade of a hypwhe#cw oorhditan Iut Om repeHs or aamettorhs have tuerh cormdefgd. or eubjecttoOu rechdred to axftamvfttwv gqMMMM MW to cornttorh or doldency does not require aiteratlon_ reggg SEE LIMITING A' CONDITIONS :, p N' Bawd on a convicts %imal I K of Ou try and w m I areas of the subject propety, deftned scope of work, of assumptions and umUbM ooKwom mat cmlffcoDm, my (our) opkdoh or Its roarket value, as detbhad, of the rest pwpmty Omt IS Its subject of this report Is $ 15W000 mot Mddh to the dole, of Inspection amt the affeWm date of Oft Freddie Mac Fomt7OMarch2005 Page 2 of 6 Fannt@MaeFormI004March2005 Uniform Residential Appraisal Report Files# 120800( INSTRUCTIO NS FROM THE CLIENT INCLUDE TO DETERMINE E PRESENT MARKET VALUE OF THE IMPROVE MENTS AND ALSO THE VALUE OF THE LAND SE ARATELY. IN ORDER TO DETERMINE THESE VALUES. A mARKET VALUE FOR THE SUBJECT WAS ESTABLISHED THRU THE. S COMPARISON APPROACH WHICH THE LAND AWD THE IMPROVEMENTS (STRUCTURB), THEN. LAND SALES WERE RESEARCHED TO FIND THE MARKET VALUE OF THE LAND ONLY. THE LAND VALUE WAS THEN SUBTRACTED FROM THE MARKET VALUE OBTAINED E SALES "P ROACH. THE DIFFERENCE WOULD BET E VALUE OFT E IMPROVEMENTS OR STRUCTURE. A u T I 0 N A Li G 0 m N1 E T S COST APPROACH TO VAWE (ewt raqukW by Fmsle M-) ' provide sdequaw kabmudion for tho m%dedcHentw nrpHcats Ow belowcoaffouresand . suppoft for am o of eat value of ownpmume land sales or oahm try for es&rwbM aft vawe LAND VALUE TAUN FROM LAND SAM IN TM AREA SEE ADDMONAL C C a S T EgTWATEp REPROM=C)NOR RMnAcomwCo NEw OPad10N OF SffE VALUE----. source of oow data I ' ty Que from ooat wmlw D EBecffm doW of cost deft 1 DwaMg M16 Sq.FLQ$ 205.OD — .. 515780 . FL Q $ R p K ComrrwtsoncostApmeach meacalaWgmne.depredau-.eto COST PRO CH TAKEN FROM WEB SITE LISTED ABOVE APPLIANCFS GamourAnuxt 483 Sq. FLQS 50 24150 A WHICH PROVIDES REPLACEMENT COST OATA A N WITH TOW EsamateofCosWow _ m$ 559.930 C H TH COST 4 PL N S &PERMITS, DEBUS REMOVAL. E ERAL ON tACTOR'S MARKUP AND INSURANCE. Less Depmdagon IOD.M Funcaonal Erderrml m$( 100,787 ) Depredatod Cost of . » »_m$ 459.1 As-W Value of Site k roveneenrs..._._._.._....... .....__ ».__ »_........ »...._..=S 100000 POOL CMAGOOMCKDECKISEAWAIL Esftuftd Economic Life and VA Yeats indkataa Value (bat .. »� I ' tlitit>i - .APPROMM TO VALUE (nest mqubW by Fa mle NO) - CEsUmoWd MmOdy Market Rem $ N/A X Gross Rmd WAMPHDr NI -$ N/A tndk YehYm khconmApproach of hmmm Approach Mcucn9 m 'o• --I- rma and GRM) INCOME APPROACH NOT APPLIED LACK OF R NTAL DATA TO M E PROJECT DUMM 1TM Fit PUDa in nfiol of the Homeowners Assodaaon (HOA)T Yes No Unit type(e DWochad AU.Med is am d co P _ pmrMe Mg ftftwft Mtom olkm for pUDS ONLY if are deveWp mftMder Is In =&W of am HOA acrd the aubleG properW is an attached dwaging tu& D Logwrmmormmieq NIA Total number of ptmm N/A Total number of urft N/A Total number of unas solo N/A F Totes number of urh% rented NIA Total number of unas for sale N/A Data s NIA Was the WOJGa seated by am cornverston of exlsdng twading(s) trhto a PUD7 Yes No MYe% data of convwd n N/A 0 Does am pro)ect om tgn arty unas7 Yes too Data sarce(S) AAte A am units, conurmn eWmm�ts, and receaaon fad ? Yes Na MNo .desaIDethaeta6taotoomplaf>on.N/ T Are the omn non ele>� d to or by are amrs Assocmf�? Yea n if Yes, describe am rental terms and opaomw _O N Desmtocwnnwnshunwftartdrecrea&mWfac=es A FredcieMeoFonn70March2006 Page 3 of 0 ranntemeet-orm tuuamercnZ-wa Taylor Mah Appraisals Unl%rm Rasiclenti:al ~ralsal RsPort File 0 121=1 This report form is designed to report an appraisal of a one -unit property or a one -unit property with an accessory unit; including a unit In a planned unit development (PUD). This report form is not designed to report an appraisal of a manufactured home or a unit in a condominium or cooperative project This appraisal report is subject to the following scope of work, intended use, intended user, definition of market value, statement of assumptions and limiting conditions. and certifications. Modifications, additions, or deletions to the intended use, Intended user, definition of market value, or assumptions and limiting conditions are not permitted. The appraiser may expand the scope of work to include any additional research or analysis necessary based on the complexity of this appraisal assignment Modifications or deletions to the certifications are also not permitted. However. additional certification that do not constitute material alterations to this appraisal report, such as those required by law or those related to the apprakmes continuing education or membership in an appraisal organization, are permitted. SCOPE OF WORK: The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requlrernents of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the Interior and exterior areas of the subject property, (2) inspect the neighborhood. (3) Inspect each of the comparable sales from at least the street, (4) research, verify. and analyze data from reliable public and/or private sources, and (5) report No or her analysis, opinions. and conclusions in this appraisal report. INTENDED USE: The intended use of this appraisal report is for the lender/citent to evaluate the property that Is the subject of this appraisal for a mortgage finance transaction. INTENDED USER: The intended user of this appraisal report is the lender client DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requistte to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he or she considers his or her own best interest; (3) a reasonable time is allowed for exposure In the open market; (4) payment is made in terms of cash in U. S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the nomnal consideration for the property sold unaffected by special or creative financing or sales concessions` granted by anyone dated with the sale. 'Adjustments to the comparables must be made for special or creative financing or Sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily Identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terns offered by a third party institutional lender that is not already Involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustmant should approximate the market's reaction to the financing or concessions based on the appraiser's Judgment. STATEMENT OF ASSUMPTIONS AND LIMITING CONDITIONS: The appraisers certification In this report is subject to the following assumptions and limiting conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it, except for Information that he or she became aware of during the research involved In performing this appraisal. The appraiser assumes that the title is good and marketable and will not render any opinions about the title. 2. The appraiser has provided a sketch in this appraisal report to show the approximate dimensions of the Improvements. The sketch is included only to assist the reader in visualizUg the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other daft sources) and has noted in this appraisal report whether any portion of the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor. he or she makes no guarantees. express or Implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrergements to do so have been made beforehand. or as otherwise required by law. S. The appraiser has noted in this appraisal report any adverse conditions (such as needed repairs. deterioration, the presence of hazardous wastes. toxic substances, etc.) observed during the inspection of the subject property or that he or she became aware of during the research involved in perfomning this appraisal. Unless otherwise stated in this appraisal report, the appraiser has no knowledge of any hidden or unapperent physical deficiencies or adverse conditions of the property (such as. but not limited to, needed repairs, deterioration, the presence of hazardous wastes. tonic substances. adverse environmental conditions, etc.) that would make the property less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser Is not an expert in the field of environmental hazards, this appraisal report must not be considered as an environmental assessment of the property. S. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion. repairs, or alterations on the assumption that the completion, repairs, or alterations of the subject property will be performed in a professional manner. Freddie Mac Fomn70March2OO5 Page a or a ranneanaerormhuu4warcncuua Taylor Nye Appraisals 1 d p� C m = o g m $ W 'S W CL � � c �a •$ � � a m E � �� s� � $ � �iQ � � � W o �a 0� E 8 c �o aW Wo o $� $$ E E '� @gym � o LM �a $ a o o® o W me 'off �c � 0 i a � -�0� '$�5 _ 3E3 $ ti @ $W �grb • a Wad Sa m �� —� _� 1�1 E E m $ a E � 8= � E CL W m c� c S cc a W z �j � � r O � � • . $ Q C ip � (V trl - ep a it) t0 @ h E CD a Q °f t0 $ a (C Ih N L o1 a r$ r r r@ r W r r W r a r m C r$ 0 wvywv ^Y!n""°',uuuTou— . ».........� nyrrauw.0 .wdwpe UnHbrm ReleslderMal Appraisal Report File 1208001 21. The lendedcllent may disclose or distribute this appraisal report to- the borrower, another lender at the request of the borrower, the mortgagee or its successors and assigns; mortgage insurers; govemment sponsored enterprises; other secondary market participants; data collection or reporting services; professional appraisal organ[zations; any deparbnent. agency, or instrumentality of the United States. and any state, the District of Columbia, or other jurisdictions; without having to obtain the apprstsar's or supervisory appralser's (if applicable) consent. Such consent must be obtained before this appraisal report may be disclosed or distributed to any other party (including, but not limited to, the public through advertising, public relations. nears. sales, or other media). 22. 1 am aware that any disclosure or distribution of this appraisal report by me or the lender /client may be subject to certain laws and regulations. Further, 1 am also subject to the provisions of the Uniform Standards of Professional Appraisal Practice that pertain to disclosure or distribution by me. 23. The borrower. another lender at the request of the borrower, the mortgagee or its successors and assigns. mortgage Insurers. government sponsored enterprises. and other secondary market participants may rely on this appraisal report as part of any mortgage finance transaction that involves any one or more of these parties. 24. if this appraisal report was transmitted as an "electronic record' containing my °eleetronkz signature.° as those terms are defined in applicable federal and/or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as If a paper version of this appraisal report were delivered containing my original hand written signature. 26. Any intentional or negligent misrepresentation(s) contained in this appraisal report may result in civil liability and/or criminal penalties including, but not limited to, flne or imprisonment or both under the provisions of Title 1s, United States Code, Section 1001, at seq., or similar state laws. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser cartifies and agrees that 1. 1 directly supervised the appraiser for this appraisal assignment, have read the appraisal report, and agree with the appraisers analysis, opinions, statements, conclusions, and the appraisers certification. 2. 1 accept full responsibility for the contents of this appraisal report including, but not limited to, the appraisers analysis, opinions, statements, conclusions, and the appraisers certification. 3. The appraiser identified in this appraisal report Is either a sub- contractor or an employee of the supervisory appraiser (or the appraisal firm), to qualified to perform this appraisal, and is acceptable to perform this appraisal under the applicable state law. 4. This appraisal report complies with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared- 5. if this appraisal report was transmitted as an 'electronic record" containing my °electronic signature." as those term are defined in applicable federal and/or starts laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shell be as effective, enforceable and valid as If a paper version of this appraisal report were delivered containing my original hand written signature. APPRAISER SUPERVISORY APPRAISER (ONLY IF REQUIRED) SWWIA- Nana Swit L Taylor Company Name TAMAm Madc Appraisals Company Address 341 East Twomel Wn Plantation, FL 33317 Telephone Number 9543261811 Emall Address Tavlorineda199GCaaoLcom Date of Signehoo aad Report Malt 13 2012 EffecM Date otApprelsel AUGUST 9.2D12 Stale Cerdli+adlon # RD2881 orSkte Moose# or o"M Stale FL Ergfttk n Date of Cenilication or Lltam 11!30/2012 ADDRESS OF PROPERTY APPRAISED 1350 NE 101 STREET NIAMI SHORE& FL 33138 APPRAISED VALUE OF SUBJECT PROPERTY $ 1500000 LENDERICLIENT Name CornpmW Nam PRIVATE Company Address N/A rzlr'I ►r : R"1 Swrall- Name Company Name Company Address Tedephone Number Emall Address Date of Suedes State Call icadw # or Stele License # State E)piratdon Date of CerNflcallon or Lunge SUBJECT PROPERTY 0 Dwawspeammedpropery 0 DWI 'I,e ledeftolsubjeetpnopettyfrmnslrest Data of bapedlon 0 Did h ed kKerior and eterior of subject properly Date of Irapectbn COMPARABLE SALES Q Did not adeft of coreperable sales from street [71 Old hwet3 wierlaof comparable salsa from Date of >n FrsddlerAscForrn7OMsroh200S Page 6 of 6 Fannie MaeForm1004March200S TRI -Mado Appraisals FRO No. ,,7nRmi ADDfffONAL CONMEN" BurnmerorOwner w Address 135DNE 101 STREET � NOAAEPAM StWA FL ZIP Code 33138 Lender or Mod PRIVATF SCOPE OF APPRAISAL THE SCOPE OF THE ASSIGNMENT IS TO DETERMINE THE MARKET VALUE OF THE IMPROVED STRUCTURE ON THE SUBJECT LOT. NEIGHBORHOOD DESCRIPTION DOWNTOWN MIAMI IS LOCATED 5 -10 MILES SOUTH OF MIAMI SHORES WITH I -95 AND BISCAYNE BLVD BEING THE MAIN ROADS. AN ELEMENTARY SCHOOL AS WELL BARRY UNIVERSITY ARE LOCATED WITHIN THE SHORES. MARKET CONDITIONS PRICES FELL LOW ENOUGH FROM 2007 TO 2010 WHERE MANY BUYERS ARE NOW COMING BACK TO THE MARKET. ADDITIONAL FEATURES THE SUBJECT HAS BEEN RENOVATED IN LAST 5 YEARS WITH A NEW TILE ROOF, IMPACT WINDOWS, COPPER GUTTERS, NEW GOURMET KITCHEN WITH DECOR OVEN, VIKING GAS STOVE AND ALL KOHLER FIXTURES IN BATHROOMS. THE SEAWALL APPEARS TO BE IN GOOD CONDITION WITH NO VISIBLE REPAIRS NEEDED. THE HOUSE ALSO HAS ORIGINAL FEATURES SUCH AS CUBAN TILE FLOORS IN LIVING ROOM AND HARDWOOD FLOORS IN THE BEDROOMS. CONDITIONS OF APPRAISAL SEE Ll IITING CONDITIONS. VMS REPORT UTILIZES DIGITAL SIGNATURES AND ARE PASSWORD PROTECTED" ADDITIONAL COMMENTS LAND SALES: 1. 1015 N SHORE DR SOLD FOR $900,000 WITH 73 FEET ON THE WIDE BAY. LOT SIZE 12,140 PRICE PER FOOT $72.50 2.1932 NE 118 RD SOLD FOR $530,000 WITH 75 FEET ON CANAL LEADING TO BAY. LOT SIZE 9375 PRICE PER FOOT $56.00 3. 1220 S BISCAYNE POINT RD SOLD FOR $835,000 WITH 75 FEET ON OPEN WATER IN MIAMI BEACH. LOT SIZE 11,250 PRICE PER FOOT $74.22 USING THESE THREE SALES AS A GUIDE TO LAND VALUE, THE SUBJECT WOULD HAVE A LAND VALUE OF $1,028,600. w SKETCH ADDENDUM III Lhft Area Fast FWW FM Flom' 2518 325 9.0 X 9 D = 7.5 X 3.0 = &0 X &0 = ABaehmt GWage 483 88 25.0 X 34.0 = no X 11.0 = 27.5 X 4.0 = 70.0 X 7.0 = 49.0 X 12.0- 1 &0 X &0= Told PHOTOGRAPH ADDENDUM Address I City MIAMI SHORES Courdv MIAMI -DADF Stale F1. Zip Code 33138 1 FRONT VIEW OF SUBJECT PROPERTY REAR VIEW OF SUBJECT PROPERTY STREET SCENE OF SUBJECT PROPERTY rwawt PHOTOGRAPH ADDENDUM Borrower or Owner N/A Property Address 1350 NE 101 STREET City MIAMI SHORES County MIAMI_DADE State FL zip Code 33138 Client PRIVATE p' 4 t . 9 � { I M u f . 737.95 COMPARABLE #1 1480 NE 103 STREET MIAMI SHORES, FL 33138 Price S2,450,000 Price/SF 737.95 Date 3112 Age A54/EIO Room Count 744.5 Living Area 3,320 Value Indication $1,649,000 COMPARABLE #2 1550 NE 103 STREET MIAMI SHORES, FL 33138 Price $1,500,000 Pricc/SF 428.57 Date 12/11 Age A54/E30 Room Count 9 -5-5.5 Living Area 3,500 Value Indication S1,404,000 COMPARABLE #3 9839 NE 13 AVENUE MIAMI SHORES, FL 33138 Price $1,400,000 Price/SF 400.00 Date I1 /ll Age A601E30 Room Count 8.44-4.5 Living Area 3,500 Value Indication 51,404,000 r-se No. 12%001 PHOTOGRAPH ADDENDUM Borrower orOvmr N/A Property Address 1350 NE 101 STREET City MIAMI SHORES County MIAMI -DADE State FL Zip Code 33138 Client PRIVATE KITCHEN F F � � N, 5, BATH VT eng s r�y r C ti Se. VIEW File No. 11MR1101 LOCATION MAP BonoxeerorOww N/A Property Address 1350 NE 101 STREET City MIAMI SHORES County MIAMI -DARE State FL Zip Code 33138 Client NE 110th St NE 109th, St < NE 109th St +� N 1 8t St .: �` NE 108th St NE ouayside Terrace - .`ter rte► �., - ,....,� 1 �S Towerstde Terrace Comp 2 :11 j E 10 1550 NE -103 STREET Comp 1 (MIAMI SHORES. FL 33138 1489 N 103 STREET 0.3$ riles NE MIAMI SHORES, FL 33138 NE 104t 0.28 miles NE 7f NE 103rd St Subject 4 v 1350 NE 101 STREET ^gE ()2, 1 t M AMI SHORES, FL 33138 NE 102nd St 101st St omp 3 0 t t x1811 C [9839 NE 13 AVEhBUEY* 1AMI SHORES, FL 33138 St 13 miles S NE 98th St Q t+.r ei t9i a.. NE 95th St E 94th St 923rd St W 1000 Feet 1r� fir. C 2012 Microsoft Corporateon 0 2010 NAVTEQ 0 AND A wr.pr. 6 � 'Yr ff ra t �e{ AAM- '�� .v >° p.,s �::r t s ✓u 1 MAN ^ h v 3 —a 1 d _,�;. y p � v t x� Y• a r 0 p} 5� v 4y>• g°.. '� °g4"d!a '^P�3 I Ilrk 45s Y.l 79 �. s� i rp-:kl �. *a qq, r a °4q�e "'41e. - ZIA ..suf -`Acy, �a I 4 ro how— ,3 q -..3 v'"j , 1. '� ISs IA. * :;i13$..; * 2qp 1 aE ff +. �+r' aa, a,+'.;,d. .�. Y1.F'�c IMF? v t .I •.: '� ae -� � 7 va �`',i,6 at n o'Y`r 'i,1 K 8��4f $no'w." k'' -�'`�� dqw ��,��„�3' ' { � ,�•;d�i� }�p� ��}t q��s 43 E:e ,,F I.:� h� {,,� j! a � 1[ � r �{ t -. , , ix�"� s £. " ' ? n', ,", Is r P A�^ a $ h i WT r9 - 9 l °> II a Y r l y h °p r' �a'q - i! �'�� y i-'ia s"'�Iw•�� j�j[�' yt AW n 1" F 77M ""lq..�, °Is *-` 35 s' :ta �• .: �� _ a s�`, r o-:x.• 5, fa�gi#� {yAak_i= s rst s � � � d a r: WWI +t- Rx .,l T w x S'.s a • �� AS w4 �x rq ev { r a }d'A D A' 9 JAN 2 _ . CUMULATIVE SUBSTANTIAL BOROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self performed), construction supervision and management, and overhead and profit. A list of items the costs of which are tD be included as well as those excluded is attached for your reference. (A Copy ofpe Contract must be attached) _ PROPERTY OWNER: PERhM # % /D1 ADDRESS: 35c) d" E FOLIO NUMBER: 1 14 3 -10 -')r n ?- 3 — DV RD ZONE: W' ` 4 E BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) J S S fir„`. e,1(4Lj deC( der,,O e TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 6 ce M VALUE OF PRINCIPAL STRUCTU (ttech appraise � �� C4 s" p 4S 1e 14 3 AA OWNERS SIGNATURE �� DATE: PLAN REVIEWER SIGNATURE: -DATE:- Created on June 2M ° ~ IPETERSON BUDGET ITEMS EXCLUDED FROM CONTRACT, PROVIDED BY OWNER ITEMIZED FOR SUBSTANTIAL IMPROVEMENT RULE increase non-recessed light fixture budget to $100 ea Master bath vanity ct CA pre-fab with top and sinks op ion $21500.001 '(��.attached Powder room vanity (see attached pre-fab.with to and sink optlon)j $1,299.00 1 '5r'ee_"-Zf4wr note custom van t will be considered If quoted for simillar"or-10 12,362.18 i $12,362.18 will also keep shop qq and underlayment floor $5145, underlayment 14 rolls at $35 ea $490 TILES (GLASS MOSAIC, PORCELAIN) $4,500.00 NOTE THIS MAY BE LESS IF CHOO_l;F PRE-FAB VANITIES WITH TOPS ijix§�F§AbWER DOORS $1,500.00 %W'NOTE THIS MAY BE LESS IF CHOOSE PRE-FAB VANITIb§" C' ... M* .... E .... W*-'-r'T-'H" SINKS/FAUCETS *NOTE NEW REFRIGERATOR/FREEZER UNITS MADE BY LIEBHERR ARE X19ANDING, EXCLUDED FROM FEMA COVERAGE ..Z%W!?ING FURNrrURE/ WARDROBE UNIT TO BE USED AS KITCHEN PANTRY- SEE ATTACHED....WILL BEA'1546 MASTER BATH -'tub $1,490.00 L&rAk,feCA- ---showers $1,084.05 two showers plus hand shower, rough, valves etc dub filler $1,137.00 includes rough moiling mount $437.50 shower head ,near drain $1,020.00" ,,-sinks $562.60 duravit bowl $281.30 x 2 „faucets $631.04 hansgrohe puravida $315.52 ea - toilets $360.00 toto vespin II homeciick - -hb-nd bidet $211.50 jaclo paloma bidet handshower KIQ dub $762.00 atlantis tub ,-shower faucet $453.00 hansgrohe metris s ,toilet $360.00 toto vespin ii homeciick sink $250.00 Ikea 24" vanity with sink .faucet $60.00 hansgrohe from costco P - 'toilet $360.00 toto vespin II homeclick ,sink $281.30 duravit bowl faucet $315.52 hansgrohe puravida Adtchen -- $617.50 blanco sigle bowl sinks $512.50 smaller blanco sink faucets -- $412.50 blanco culina semi pro - '$212.50 blanco linus pullout faucet — $80.00 blanco soap dispensers - 2 $11,610.51 these are my ideal selections. I have cheaper alternates if budget requires change. LIGHTING 98 HI HATS /RECESSED 2465.78 (FREE SHIPPING) P' _re-c-Q C 11 EXTERIOR LIGHTS @ $50 ESTIMATE ST. 1100$ 11 INTERIOR LIGHTS @ $50 ESTIMATE P S kk-�- C k Ito 3,565.7 ORIGINAL ESTIMATE $3600 BUMP UP TO $100 PER LIGHT, ADD $1100 TO BU T SO $4700 • � ' r Kitchen cabinets $9,410.09 see attached Ikea order - $1,411.51 march 2013 15% off sale $564.61 sales tax kitchen cabinets $8,563.18 kitchen pantry unit to be used are freestanding Ikea (5' wide unit) $489 It is a freestanding pax wardrobe, will look built in but is not Master bath and powder vanities TBD custom or pre -fab prefeb powder $1300 comes with sink/faucet prefab master $2500 comes with top, sinks Ikea renlig dishwasher to match cabinet fronts is $699 will be 15% off in March 4 I Shopping Cart Product Ham 4" Recessed low voltage housing non-IC air tight TLSL4-SD-M-120-AT Use with any LOW VOLTAGE trim and MR16 Lamp 4" Low voltage recessed lighting adjustable white slot Wra # TLS1403WH 4' Low voltage recessed figiting smooth frost white showar trim # TLSI 437WIi Based on your eeleoffor4 you may be Interested In the following Iten", Recessed lighting B&B MR16 20tfaft 12v Flood 41 d's $0.99 Bulk price: OHIO Add to Cart Add iolffit4ili,-t I /AdJ 1c, Compare Ulrdt Price Oty subtotal Edit $15.00 98 $1,470.00 Edit $9.11 88 $801-68 Edit $19.41 10 $194.10 Click, here to Shipping Times Estimate Shipping and Tax Enter yaw destination to get a shipping estimate. *Country tUnited States Slide (Florida -AP Code 33161 Get a Quote 0 Ground $634.05 3 Day Sled $2,462.40 2nd Day Air $3,443.76 Update Total Glick here for Shipping Times Fralilld Shipping Orders of $2.500 or more may be ftible for free tralght. Contact us for a quote, Proceed to Checkout Subtotal $2,465.78 Grand Total $2,465.78 Proceed to Checkout 4" IC reed air tight low voltage new construction recessed housing beat sailer $29.92 Bulk price: $25.60 Add to Cart Add to WishIKI I Add to Compare Recessed lighting FEW MR16 35ftft 12V Flood $1.10 Ibn w Bulk price: q.61 Add to Can Add to Wishfist 1 Add to Conpare Ulrdt Price Oty subtotal Edit $15.00 98 $1,470.00 Edit $9.11 88 $801-68 Edit $19.41 10 $194.10 Click, here to Shipping Times Estimate Shipping and Tax Enter yaw destination to get a shipping estimate. *Country tUnited States Slide (Florida -AP Code 33161 Get a Quote 0 Ground $634.05 3 Day Sled $2,462.40 2nd Day Air $3,443.76 Update Total Glick here for Shipping Times Fralilld Shipping Orders of $2.500 or more may be ftible for free tralght. Contact us for a quote, Proceed to Checkout Subtotal $2,465.78 Grand Total $2,465.78 Proceed to Checkout OKE-Ak" Peterson Kitchen - Island View 2 0000 -3603 -0588 All measurement in inches O Peterson Kitchen - Island View 1 0000- 3603 -0588 All measurement in inches 321 Peterson Kitchen - South Wall 0000 - 3603 -0588 All measurement in Inches Peterson Kitchen - East Wall 0000- 3603 -0588 All measurement in inches CKM" Peterson Kitchen - North Flail 0000 -3603 -0588 All measurement in inches Peterson Kitchen - Plan View 0000-3603-0588 All measurement In Inches 245 1 132586 1 36318 1 76 SA I �wl N -IN 3 CO b 7 16 F224 17 Kt 2 14 20 rn 21 OD 1 78 24118 30 3P16 1 36 3* 5219 241 ju I I I All measurement In Inches 0 r 0, Ul- -a M An Peterson Kitchen - 3D View 0000- 3603 -0588 All measurement in Inches No.ImageProduct Number Product Description Price QuantityTotal Price AK BI AKURUM base cabinet with shelves 1 S39891967 birch /Soflelund light gray 1 21" $175.00 $175.00 AK B1 AKURUM base cabinet with shelves 2 S39891967 birch /Soflelund light gray 1 21" $175.00 $175.00 AK 1341) AKURUM base cabinet with 4 drawers 3 S79891989 birch /Soflelund light gray 1 18" $270.96 $270.96 AKURUM high cabinet frame 4 20049350 birch effect 1 15x80 " $70,00 $70.00 AKURUM high cabinet frame 5 20049350 birch effect 1 15x80 " , $7000 $ 70.00 AKURUM high cabinet frame 6 20049350 birch effect 1 15x80 " $70,00 $70.00 AKURUM high cabinet frame 7 20049350 birch effect 1 15x80 " $70,00 $70.00 AK WRD AKURUM top cabinet to refrigerator 8 S19892213 birch /Soflelund light gray 1 36x18x24 " $213.00 $213.00 AK WRD AKURUM top cabinet to refrigerator 9 S19892213 birch /Soflelund light gray 1 36x18x24" $213.00 $213.00 AK WRD AKURUM top cabinet to refrigerator 10 S69892215 birch /Sofielund light gray 1 30x15x24 " $174.00 $174.00 AK WRD AKURUM top cabinet to refrigerator 11 S69892215 birch /Soflelund light gray 1 30x15x24 " $174.00 $174.00 AK 1331) AKURUM base cabinet with 3 drawers 12 509844543 ite/Abstrakt white 1 Zh $356.97 $356.97 AK BP AKURUM base cabinet with pull -out storage 13 539823469 white /Abstrakt white 1 12" $210,97 $ 210.97 AK BP AKURUM base cabinet with pull -out storage 14 S39823469 white /Abstrakt white 1 12" $210,97 $ 210.97 AK 1331) AKURUM base cabinet with 3 drawers 15 S09844543 hite/Abstrakt white 1 ' 4 2 $356.97 $356.97 F AK BI AKURUM base cabinet with shelves 16 S99827049 white/Abstrakt white 1 15" $159.00 $159.00 AK Bi AKURUM base binet with shelves 17 S99827049 white /Abstrakt white 1 ' 15 " $159.00 $159.00 LL AK 1341) AKURUM base cabinet with 2 +2 drawers 18 _ S49826863 white/Abstrakt white " $391.96 1 $391.96 30 AK 1141) AKURUM base cabinet with 2 +2 drawers 19 549826863 white/Abstrakt white " $391.96 1 $391.96 30 AK BI AKURUM base cabinet with shelves 20 S99827049 white /Abstrakt white 1 ' 15 " $159.00 $159.00 AK 131 AKURUM base cabinet with shelves 21 599827049 white /Abstrakt white 1 15 " $159.00 $159.00 AK Bi AKURUM base cabinet with shelves 22 ! S49844659 white/Abstrakt white 1 T 24" $215.00 $215.00 AK B2 AKURUM base cabinet w shelf /2 doors 23 S89827059 white/Abstrakt white 1 36 " $329.00 $329.00 AK 1331) AKURUM base cabinet with 3 drawers 24 _ 519826845 white /Abstrakt white 1 18" $253.97 $253.97 AK BI AKURUM base cabinet with shelves 25 S59827051 white/Abstrakt white 1 18" $173.00 $173.00 AK WI AKURUM wall cabinet 28 S39827085 white /Abstrakt white 1 18x30 " $161.00 $161.00 AK WG AKURUM wall cabinet with 2 glass doors 29 S89891535 birch /Rubrik smoked glass 1 36x39 " $215.00 $215.00 AK WG AKURUM wall cabinet with 2 glass doors 30 S89891535 birch /Rubrik smoked glass 1 36x39 " $215.00 $215.00 AK WG AKURUM wall cabinet with 2 glass doors 31 S89891535 birch /Rubrik smoked glass 1 36x39 " $215.00 $215.00 AK W2 AKURUM wall cabinet with 2 doors 32 S79892187 birch /Soiaelund light gray 1 36x39 " $345.00 $345.00 84675400 AKURUM suspension rail 4 galvanized $6.00 $24.00 1 AKURUM leg 30Q76319 black $6.00 17 $102.00 R 80126213 INTEGRAL door damper for hinge $4.99 22 $109.78 70132375 INTEGRAL hinge ° 8 $5.00 $40.00 PERFEKT plinth 00145197 stainless steel color " $15.00 13 $195.00 88x4 PERFEKT wine shelf 30141697 white 9x30 " $69.99 2 $139.98 PERFEKT ABSTRAKT cover panel for wall cabinet 80069991 high gloss white " $46.00 2 $92.00 33 PERFEKT SOFIELUND cover panel for base cabinet 60201270 walnut effect light gray " $46.00 4 $184.00 30 PERFEKT SOFIELUND cover panel for high cabinet 20201272 walnut effect light gray 3 80 " $105.00 $315.00 RATIONELL deep drawer front 90132398 silver color g 15 " $10.00 $80.00 RATIONELL deep fully- extending drawer ,.c 40107080 silver color 12 15 " $22.00 $264.00 Z:: 60108677 RATIONELL drawer damper 40 gray $7.99 $319.60 RATIONELL drawer front 40132391 silver color g 15 " $T.00 $56.00 RATIONELL fully- extending drawer 30107066 silver color 8 $19,00 $152.00 s SOFIELUND door 50203731 walnut effect light gray 4 `y 15x64 " $183.00 $732.00 SOFIELUND door 50203726 walnut effect light gray 4 15x15 " . $63OQ $ 252.00 Total Price: $9,410.09 IKEA cannot accept any liability for the accuracy of measurements or furniture layout. Prices in this program are for products you collect from IKEA, take home and assemble yourself. All requested delivery, assembly and installation services are charged separately and not included in the price. Although we do try to ensure that the Information in this program is correct, we apologise for any product alterations that may occur. All prices are Home / Bedroom / Wardrobes / PAX system Combinations Yew more images iiniiIIII Share 0 Uke 1 _ Share Frame color a_ Wardrobe with sliding doors, black -brown, Uggdal gray $489vOO The price reflects selected options Article Number: 098.695.76 10 -year Limited Warranty. Read about the terms in the Limited Warranty brochure. Read more Frame cola black- brown Size __ `59x26x93118° -- ._- -.- 1 save crs glut y.._. save nv umt complementary Products View all complementary products 8rry at your total store Fl., Sunrise ; ' Ok Ok Store selection may vary and prices may &fir from those onflne. Nowh. KULLEN LHKNAN NALN chest with 2 box nlghtstand drawers $12.99 $49.99 $29.99 t ' ,., 4: SARitA SARUA SARITA sheer curtains, 1 sheer curtains, 1 sheer curtains, 1 pair pair pair $12.99 $8.99 $8.99 REXUAR chair $49.99 Assemtdy irnstruictions Downloads Ices embty Service Picking and Delivery Service V Service Home furnishing advice r? AX system Of x�. Go to PAX system More Wardrobes 4' { 1 .ham Go to Wardrobes 4 Sign In 1-;ustorner Service 0 Products SO-00 FREE SHIPPING! Buy factory dire<1 & save up to 701/10 Visit our Southern California Showrooms Vanities Sale Search products vanities � Bathroom Vanities Malibu ZZI Double Bathroom Vanity Set by Wyndham Collection - Gray Oak Finish with White Carrera Marble Counter * * * * - Read I retdetv OAR W. List Price Your Price You Save Shinninn ".000-.00 $2,499.00 $1,501.00 (38%) Ift set kwk des the Mwaing hins Ix Vanity. VVC-C63000-72-GROAK Ix Cvuntw. VVC-CGS 000-72-TOP-CAR 2x Shvke6 yaw choice of 880ndard *ft. M=deS available Ix Wm. your dtoloe of dr4e or double mIrron; Custom-Made White b< Sinks (Set of 2) White Porcelain (2x D2800) Save 20-WA on Faucets (Set of 2) No Thanks Mnw select Save 20% on Wall Cabinets No Thanks Quantity Share I RECOMMENDED FOR YOU Acclaim 80° Double Bathroom Vanity Sub by VWndham Collection - Vfte (6 reviews) Daytona 78r Double Bathroom Vanity EDSet & Side Cabinet by V4ndhern Collection - Cherry (4 reviews) Amrs 6° Double Sativoom Vanity - Espresso wt Black Granite Counter mid SInk (I review) SIAS Number 01 Sinks Color Type Couniteflop maw" Eco-Friendly ADA Compliant Vwft Dimensions RECENTLY VIEWED ITEMS Mnw Dimensions Malibu 46' Bathroom VW* Set by ftWharn Collection - Gray Oak Finish with Ivory Marble Counter and Handles 30-day Money Back Guarantee Price Beater Guarantee QUESTIONS OR PHONE ORDERS? Call: (888) 777-1198 7 Like 0 0 WC-CG3000-72-GROAK4VHTCAR Wyndham Designer Series by Christopher Grubb Modem Double Medium Wood Free - Standing Natirel Stone, Man-Made Stone Sustainable Materials No 729N x 22114°D x 30°1-1 to counter Sinks add 5" to 5101-1 Single 70" Mirror 70"W x 314"D x 33"H Double 24° Mirrors 24Wx I'D x 33"H *BathDECOROutletcom HOWE ABOUT US PRODUCTS SHOP ACCESSORIES CONTACT LIS BY C", BATHRMI VANITIES VANITIES 24" AND UNDER VANITIES 25" 30' VANITIES 31" 35" VAND-IES 36" 40' VANITIES 41" 50' VANITIES 51' AND OVER DOU13LE SINK VANITIES PEDESTALS TRADITIONAL VANITIES BATHROOM ACCESORIES, Call Now (305) 471-7755 Selft: 24/7 - Swvlw. 10 ANI - 5 P%4 EST :k"YAOCOUNT W VAJ!S4-15r I,',y0A8T CHECKOUT LOG;N �n SHOPPING CART w41 9ArTiT>CyZ1.,1,1 -OR- 71* safer. eaft twavto pmy In The to Checkout Iff-jr"I & ._F your WWph%�CAR TS FRESCA ALLIER GRAY OAK 48 CONTEMPORARY VANITY SET was addg" Cer�E DISCOUNT CODES Subtotai $1,299.00 Gram AO 299 Enter your coupon code If you have one. Total $1, IM safm asiercay to pay -OR- Proceed to Checkout Checkout with Niultiple Addresses FREE STANDING all-1,41LIas SHOVVER ErYJPL'Et-ff AND ,-'38 Ba®®..,, C thDECORODUetcom CW1 Now (305) 471 -7755 Sates: 24," - Service: 10 AM - 5 PM EST ': )' AW,OU %'T MY WSHLIST 10Y,-ART CHECKOUT LOG iti HOME A13OUT US PRODUCTS SHOP ACCESSORIES CONTACT US ` .. ,_.'; ` =i; :•w, _, F0?JE1 FRESCAALL1ER GRAY OAK48 CONTEMPORARy vAPgTYSET Home VAN'T;ES L -0ik US ERESCA ALLIER GRAY OAK 48 CONTEMPORARY VANIT°T S &T EATHROOM VANITIES 6AT11RCIOU E* =Fns 4D; ESti.RiES VANITIES 24° AND { to Th.e PTz s P:NUNDER FA')CETS VANITIES 25" - 30° Gntx�: -� S_::•icet - L" 1214 & f7nIGYNE Email 'to a Friend ^48E S VANITIES 31" - 35" v ' Be the first to reviews tFqMq,4uct VANITIES 36° - AO° Add to Wlshifst OR x Add to Compare VANI-i IES gal' - 50° . VANITIES 51" APIO OVER Quick Overview DOUBLE SINK,, y, _ t SLEEK MODERN FREE STANDING VANITY WITH PLENTY OF VANITIES STORAGE SPA PEDESTALS TRADITIONAL VANITIES Jti oil i BATHROOM ACCESORIES e a^ pi -nduct Description Additional i!n4ormation [Ie4ac, e proelucc' Peoeluc€ Review Product Description The Fresca 48" Allier Is a sleek, modern free standing vanity With plenty of storage space. This model is accented nicety With a matching mirror with small shelf. Optional side cabinets are available. Many faucet styles to choose from. Product Code: FVN8148G0 Dimensions: Vanity: W 47.87" x D 18.1" x H 33.5" Mirror: W 47.25" x D 6" x H 25.5" Materials: Plywood w/ Veneer, Ceramic Countertop/Sink With Overflow Finish: Grey Oak Faucet: Single Hole Faucet Mount (Faucet Shown In Picture May No Longer Be Available So Please Check Compatible Faucet List) Items included: P -trap, Faucet, Pop-Up Drain and Installation Hardware Included 7iL�-TS = ^d:J 310E b FP.PEE STA: i�6 G SA HTUBS SNOWE.R AN i i:3� A by,,e&t Wlvt�Stj)p�. cdhA 508 N. 2nd Street Fairfield iA 52556 United States 641- 469 -5558 Bill To Elizabeth Peterson Ship Carrier Address Phone Type Residential Estimate Date 11/6/2012 Est. # 11300E Ship To Call Before Liftgate Other Oversize Delivery Service Pallet No No No —Ma nuf Item _ ; Options Qty Units U_ nit Total I Price US Cotton Solid Locking Strand Woven 65 � Boxi21.27 -�� -91.47 5,945.55 j Floors Bamboo Best Way Shipping r Grand Total $5,945.55 (800) 864-IM call center Hours Heft Logto My Account contact US Help Cart -1 mom FaucetDirectcom What are you shopping for? B u6 d.com Network Site A Your changes have been applied. Shopping Cart Continue Shopping 1� !-, % - I You have I ftern In your shopping cart. Estimated total: $1,490.95 Product Unit Price Quantity Total ftndham leatign M-131 1"0 --Z1 Mermid 71 Free Stan4j=-&rVj!c Saftut w1jh F-01 $1,425.95 1 $1,425.95 Center grain Unoate Finish/Color - White RQMw Thb prodUct Wcally wffl%W I week Have a coupon code? Subtotal: Ship to. Miami, 33138 (FL) Shipping: 18 19 i Select Shipping Method Estimated Tax: $65.00 - Freight (LTL) (7 - 10 Business Days) Grand Total: 1r�/�as}� ba-t�. $1,425.95 $65.00 $0.00 $1,490.95 IM eater, ewhv may io pay anwrig Thedrout vah payper VA berisfer you to PWNL Alter you approve the use or Paypel, you will be returned to this mbske to complete yaw purchase. PayP81 orders can only be shipped to Your PayPal verified address. Have questions about your shopping cart? We're here to help. Call us toll ftes (800) 864-2555 Your Cart Number: . Yaw weently wboad ftww Wyndham Collection Wyndham ColMO H --ansgrobe HG -TIU QrpLie 26 017 VL--ff_l 0_0_3 - 7_1 -W-Q-BTj 003-67 Ai S Tub and Show Valve Bad w oop Tub and Shover Marnald 71* Free isr Mennald Or Free Stwxft T*n with Ttennostwo V" Tdf► Pressure Acrylic Bdtdub with Col.. Act* SOM6 wfth Cents.. Vblu... Balanced... qmmm- C- c3 D -E,4 L Enter Ernall Address 1 e. t0flic 800.853.3077 FREE SHIPPING ON ALL ORDERS OVER S75 VISIT OUR SHOWROOM MY ACCOUNT CUSTOMER SERVICE CART [0 Items $0.001 1()'yo )I Ii� .� I ,I. C)RDIIIS )�tFI �t)() Home Bathroom Fixtures Showers Drains Infinity Drain FX Series FXAS Style WE �8. � , VIEW TECHNICAL SPECIFICATIC 1 t _ NS Authorized Dealer VIEW ALL INANITY DRAIN Infinity Drain Fixed Length 48" Drain Infinity Drain Fixed Length 48" Drain FXASSS48 $ 1,020.00 Quantity 1 Finishes REQuum Clamp Down Drain Kit REQuIREn Infinity Drain Fixed Length 48" Drain FXAS6548 47 1/2'x 2 7/8'X i" Stainless steel grate & channel Fixed length Center set outlet Not site sizable Pre - pitched channel Height adjustments via grate Grate can be removed for cleaning works with 2" damp down drain with 2' throat (not Included) Avaiiabfe finishes (please choose from options) Satin Stainless Polished Stainless Itit Includes 1- SA 6548 grate 1 -XC 6548 Fixed channel 1- TNAS threaded nipple Clamp Dawn Drain (not included please choose from options) PVC 2" throat fits 2 or 3' SCH 40 outlet Cast Iron 2' throat -no hub outlet VIEW TECHNICAL SPECIFICATIONS Great company I have ordered several times from Home & Stone and have been so very pleased with the *very fast* reliable service. Calling customer service is great. They are very helpf... read more Alice In mmebinntnn FREE SHtMNG REQUEST LEAD TIME ADD TO WISH LIST PRINT THIS PACE SHARE THIS ITEM ! rA Click for Review IN Afee SKUW1 Call taff M;Q. (M) W-5313 Call Center Hours About us Customer Cafe C Enter Keyword or SKU FREE NO SALES k SHIPPING TAX AM the 6ca &,wndi fie, iw,i urn e N j e", -1.5 1 LED LIGHTING GIFTS B"Iffim-OM Shopping Cart Product - To�v �� ',45 Vespla U 1.28GPF Close Coupled High EfflclenW Sonaffloss; let T "a" Choose Color / Finish: Cotton White Model No: CST474CEFG In stoic and will ship In 24 to 48 hours Promotional Discounts Calculate Shipping Promo Code: Zip Code: 141ANX FL ..................... Qty Total - -i- $1.079.70 Subtotal: $1,079.70 Promo: 4107.97 Delivery: Free Sales Tax: $0.00 Total: $971.73 3-in-1 Guarantee IV ID Theft Protection 0 Purchase Guarantee $$ Lowest Price Guarantee M0 Q, GOOGLE CHECKOUT Checkout tuft Google Wallet as a form of payment -A C-00sk People who bought the Items In your cart also bought: TOTO SS114 SoftClose Toilet TOTO SS154 Traditional Seat - Elongated - SS114 SOftClose Toilet Seat - SS154 Priced from $43.07 Priced from $60.18 INTERNATIONAL CHECKOUT Have your Items shipped outside of the United States F I r TOTO SS204 Oval SoftClose Toilet Seat - SS204 Priced from $60.18 TOTO SS224 Elongated Guinevere SoftOose Toilet Seat SS224 Priced from $86.55 Start rpr-«,ewintg, --'O—ur c3r r Enter Your Email e S71 SS My Account Tax Free !'MUST i a ;r 1-:QNFMM MON ► About Us I Policies I Shipping My Account 16 items [$6,948.30 - V QU 91L&4jL rKe7ord or Model # !L=w0yJXjPrdabk Shopping Cart AXW wwn CONTINUE SHOPPING ITEM QUANTITY TOTAL Jado 8042--690 Sku: B042-6WPCH 1 $211.50 T Finishes and Colors: Chrome update 'V remove remove Rom ISE) I H-ansurohe 15072 3 $1,051.05 Sku:15072001 FIANSGROHE SPECIAL PROMOTION -$105.11 Finishes and Colors: Chrome update remove item $94rL95 ($315.32 each) kt $8N.30 Sku:045MOODOI 3 Finishes and Colors: White update DURAVIT SPECIAL PROMOTION -$44.42 remove Rem $W.89 ($281.30 each) Hansambe, 04231 Sku:04231000 s 2 $723.80 HANSGROHE SPECIAL PROMOTION -$72.38 Finishes and Colors: Chrome update [box Unhmw" Plus: Box Universal Plus remove Rem "51.42 Optional Extension Set Chrome ($325.71 each) Blanco 44000 2 Sku:440006 D" $80.00 Finishes and Colors: Chrome update ($40.00 each) Ouse. wap" remove Rem Blanco 1196 Sku. 4411 $212.50 Finishes and Colors: Chrome update remove Rem Blanco 441331 Sku:441331 $412-50 Finishes and colors: Chrome update move Rem Blanco 516209 update $512.50 remove item Blanco 512747 1 ri Isc- update remove item KWC 2536.433 r t 36 Sku: Z5.433.000 1 } Finishes and Colors: Chrome Y04?\NNIr— update rn9 re 3 e it Hansarohe 27495 ` `��r 2 Sku: 27495001 1� ► l HANSGROHE SPECIAL PROMOTION Finishes and Colors: Chrome �,� update remove item Hansumhe 04186 f. ;_ Sku: 04186003 2 HANSGROHE SPECIAL PROMOTION Finishes and Colors: Chrome &I)V\S• update remove item ie Hansorohe 04266 l Sku: 04266000 1 HANSGROHE SPECIAL PROMOTION Finishes and Cogs: Chrome update remove item Hansarohe 27451 Sku: 27451001 1 HANSGROHE SPECIAL PROMOTION Finishes and Colors: Chrome update remove item !1 Hansarohe 10456 1 r Sku:10456001� ,{/��+ HANSGROHE SPECIAL PROMOTION Finishes and Colors: Chrome 1 ' update t Rough (Required for installation): Rough 10452181 remove item Hansorohe Mptris S Set 2 Rough -In Valve: [Box Universal Pius 01850181 1 HANSGROHE SPECIAL PROMOTION +� Finishes and Colors: Chrome update remove item 4 j k.- j,� �� ► Read our Return Policy ► Read Our Shipping & Delivery Policy The safer, easier map to pap 0 --._. .. PROMOTION CODE SUBTOTAL PROMOTIONAL SAVINGS FREE SHIPPING TOTAL $617.50 $437.50 $206.80 - $20.88 $186.12 ($93.06 each) $63.80 -$6.38 $57.42 ($28.71 each) $174.90 - $17.49 $157.41 $35.20 -$3.52 $31.68 $1,263.35 - $126.34 $1,137.02 $503.80 - $50.38 $453.42 apply $7,395.00 - $446.70 $0.00 $6,948.30 ndt: I Order BY Fax ....... ..... . .. . ........ I-' ........ . ......... ... . ...... . .... *Due to demand, selected items may be ott of stock If this 80188 to YOUr Order. va vAl u noffy yo ASAP. Unit MY Total Shipping Item ID I Finish Options Remove Price Item 3011M Mite $662.56 s662.56 $200.00 3060VN t -- Od� MERCHANDISE SUBTOTAL: $562.56 Shipping: $200.00 *Sales Tax: $0.00 TOTAL $762.56 To update, the quantity of an Rom d=Ve the displayed quantity fim select "Update QuqnW To remove an Rem from your cwt, oft on 'Remove fteffr X To proceed with the ordering proem please select "Checkout" *Sales; tax is added to all orders delivered in Now York based on the prevailing rate of sales tax. Tax exempt Organizations located in Now York must fax a copy of their tax exempt certificate and a copy of their Invoice to (516) GD84879- Upon the M,0810 Of this Information we will remove all tax charges from the purchase. "We charge CA Sales Tax when order shipped to CA residents for the liollovAng products: Dam, Dynasty, SAGO, HANSA, Jadio, Kimball and Young, KWC, Mountain, Native Tralls, Phyltich, Richelieu, Rohl, Sonia, Toto, Vote, and Waste King. *A*M charge CT Sales Tax when order shipped to CT residents for the LesisCare products. *"*V& charge CA, CT, FL, GA, IL,, KY, NLA, MI, NC, NJ, OH, PA, SC, TN, d WA h pod an Sales Tax when order a lip to CA, CT, FL, GA, IL, KY, MA, MI. NC, NJ, OH, PA, SC, TN, and WA residents for the Richelieu products. ng Secure,#-. L rg ; I it, '&b )y ' � Wovet 1� ISA "Irne Mdwnzcl ��Cwt�ftd D, q, Valid A I A,,n w k )13 i m 4t a,4y, Company Info 11 C*Yftd 11 Site Map 11 policies 11 privacy poky Fauceft1ne.corn is not responswie for printing or typographical errors. Prices, Policies, and availability are subject to change without n ofice. Copyright 9 2003 - 2092 ftucetUnecom An rights teemed. welcome! All V Uvim, �n-m sreUmn Home / Bathroom / Sink cabinets / Sink cabinets Q, Share 0 Like 0 Color NatchkV Pnmkuft 1-1 ex SMID8911111 bath towel *L99 Search My account Visit our Mobile Sitel Ry shopping cart Join our email list Ask Annal My shopping list Informaci6n en espahol 6 More Models Show all (12 mom) Complementary Products Product information GODMORGON vanity light $49.99 B GAsGmMD soap dispenser $14.99 AXk \W r elel 6141 41W4 CI Sink cabinet with 2 drawers, white high glow white $249,00 The Prke reflects selected options Article Number: 898.843.37 Smooth-running drawers with pull-out stop. The size of the compartments can easily be adjusted by moving the divider Read more high gloss white I CAmplenii,entery Products + View all complementary products Buy at your local store 11 FIL�Siirlie -1 , Ok Store selection may vary and prAcas may Mar from thaw oftfine. Assembly Instructions a numunis, Downloads services Assembly Service Picking and Delivery Service Delivery Service Home furnishing advice More GODMORGON series Go to GODMORGON series More Sink cabinets Go to Sink cabinets Search welcome! Horne / Kitchen / Dishwashers Share 0 Like 10- Product tnformwthau RENLIG integrated dishwasher $699.00 Product dimensions Width: 24" Depth: 24 7/8 ° Height: 33 7/8 ° Width: 61 cm Depth: 63.2 cm Height: 86.0 cm Key features - 5 -year Umited Warranty. Read about the terms in the Umited Warranty brochure. - Extra option of drying dishes without heat avagable. Saves energy and is practkai when drying plates and mugs in heat - sensitive materials. - Dishwasher with timer; can be preset to start max. 4 hours later. - Fully integrated; should be used with a door in the same design as the rest of the kitchen. Designer: IKEA of Sweden Good to know Capacity: 14 place settings. 4 cycles; normal wash, light wash, heavy wash and rinse only. Stainless steel cavity. Countertop, door, pNnth and handy are sold separately. The estimated annual operating cost for this dishwasher Is $31 for electricity and $23 for natural gas. However your operating costs wig depend on your utility rates and use. The estimated operating cost Is based on 4 washloads a week and a 2007 national average cost of 10.65 cents per kWh for electricity and $1.218 per therm for natural gas. �t My account Visit our Mobile Sitel My shopping cart loin our email list Ask Annal My shopping list Informacift en espanol R►ENUG Integrated dishwasher, black $699.®® Article Humber: 601.423.70 5 -year Umited Warranty. Read about the terms in the Umited Warranty brochure. Read more 1 *avid au Bona Buy at your lost store_ FL, Sunrise_.._.- ._,__.__.__ 0 Ok Store selection may vary and prices may dlfler from those onflne. Services Kitchen Planning Delivery Service More Dishwashers iza Go to Dishwashers Installation Service Measuring Service A �, G�iERAL CQrCT ' C NMT "4 S. EET SLnTF ja lOb JU4,EAgy ,. 33014 si172 - -- - - -,# 305$27 -6211 TOLL FRS 1- 800 -501 tMctots co Client: Peterson Residence 1 pmpery: 1350 NY-101 Street Miami Shores, FL 33138 Operator info: Operator. CBFa.LO Business: (305) 827 -6211 Estimator- C BELb LO E-mail: B -mail: e11o@capitalgeneralcontrac tors.com Type of Estimate: RENOVATION Date Assigned: 7/18a012 Date Entered: 7/18/2012 Date Est. Completed: 712412012 Date Job Completed: Price List: FLMI7X_MAY12 Labor Efficiency: Restoration/Service/Remodel Estimate- PETERSON_RESIDFNCE- File Number. QUOTE # 2012 -172 Prepared For - L4Sa Peterson Quote # 2012-172 This quote is only valid for 30 days Permits fees and GovernMeRtal fees are not included in this prom• Excluded Items. Landscaping removal and re plantation Accepted br. i Zlft Z/.Date. 10/11/2012 Print name: Carlos A Bello Accepted . Date: 10/11/2012 Print name: Elizabeth Petfxmn y CAPITAL GENERAL CONTRACTORS & DEVELOPERS �® 480 WEST 84 STREET SiJT1E B -106 HIALEAH,FL. 33014 TEL # 305427 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneralcontractors.com General Requirements t I' QNTY REMOVE REPLACE TOTAL Dumpster load - Approx. 20 yards, 4 tons of 4.00 EA 506.00 0.00 2,024.00 debris Temporary toilet facility (per month) 3.00M0 0.00 232.00 696.00 Daily clean up 1 hour daily 88.00 HR 0.00 12.50 1,100.00 FuW cleaning - construction - Residential 2,500.00 SF 0.00 0.30 750.00 Totals: General Requirements 4,570.00 Demolition DESCRIPTION QNTY REMOVE REPLACE TOTAL Demolition of back room. ( Including heavy 1.00 EA 5,690.00 0.00 5,690.00 equipment & hauling). Remove windows and doors, cbs wall, soffits eve, roofing and foundation at the rear of property sttuctnre is not up to code. Demolition of front porch and foundation 1.00 EA 3,220.00 0.00 3,220.00 including roofing, windows and door, concrete cutting & opening for rear door, including heavy equipment and dump truck Remove kitchen cabinets, and appliances 1.00 EA 562.00 0.00 561.00 store carefully for re use. Storage to be provided by owner Provide & install Temporary shoring post - 50.00 EA 0.00 43.53 2,17650 Screw jack support for demolition of load bearing partitions. Remove exterior windows to be relocated. 3.00 EA 0.00 78.30 234.90 Remove and dispose interior 2" x 4" wood 1,529.00 SF 0.75 0.00 1,146.75 stud partition with top and bottom plate & all door's, drywall both sides and instillation. Totals: Demolition 13,029.15 PEIERSON_RESIDENCE-� 0�Date 2 Page:2 Accepted by: Late: in /jU/2o12 accepted b . /n/2os2 Print name: Carlos A. Bello Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc. Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HALEAH,FL. 33014 TEL # 305 - 827 -6211 TOLL FREE 1- 800 - 501 -4172 EMAIL: cgc @capitalgeneralcontractors.com DESCRIPTION 11 �VVILL101 _e-_ QNTB REMOVE REPLACE TOTAL Provide & install Engineered fill per truck 2.00 TL 0.00 518.00 1,036.00 load Walk behind plate compactor and operator 8.00 HR 0.00 50.64 405.12 Backfill foundations 191.00 LF 0.00 3.63 693.33 Soil treatment I Termite spray TO 98% 1.00 EA 0.00 350.00 350.00 Sod test Compaction test 1.00 EA 0.00 450.00 450.00 Provide & install Concrete auger cast Piles - 8.00 UN 0.00 925.00 7,400.00 14" diameter Form work, steel work and Concrete for 13.00 CY 0.00 496.82 6,458.66 grade beam Form work, steel work and Concrete for 10.00 CY 0.00 594.34 5,943.40 slab - turned down edge Form work, steel work and concrete for Tie 6.50 CY 0.00 425.37 2,764.91 beam Form work, steel work and Concrete for 3.00 CY 0.00 475.37 1,426.11 Columns. Tiedown columns reinforcement & concrete. 3.00 CY 0.00 625.37 1,876.11 Provide & install Block - 8" x 8" x 16" - in 755.00 SF 0.00 3.74 2,823.70 place & reinforced Provide & Install Hurricane strap and 1.00 EA 0.00 1,643.00 1,643.00 special connectors for new trusses. Provide and install Tmsess - 3/12 slope " 1.00 UN 0.00 5,500.00 5,500.00 Including Crane " Provide & Install sheathing - plywood - 518" 1,487.00 SF 0.00 1.34 1,99258 CDX Provide & Install new Tile roofing - 13.00 SQ 0.00 450.00 5,850.00 Concrete S the at new construction only to match existing finish. Totals: Structural 46,612.92 Interior Partitions DESCRnmON QNTY REMOVE REPLACE TOTAL Provide & install wood stud framing - 2" x 2,137.00 SF 0.00 1.59 3,397.83 4" -16" oc as per drawings load bearing partitions. PETERSON- RESIDENCE 10/11=12 Page: 3 Accepted by Date- 101U/2012 b 11/2012 Print name: Carlos A. Betio Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc. Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 MALEA UL. 33014 TEL # 305 -827 -6211 TOLL. FREE 1- 800 - 501 -4172 EMAIL: cgc @capitalgeneralcontractors.com DESCRIPTION CONTHWED - Interior Partitions QNTY REMOVE REPLACE TOTAL Provide & Install Batt insulation - 4" - R11 1,842.00 SF 0.00 0.57 1,049.94 at new partitions Provide & Install 2 x 6 said wall's and 420.00 SF 0.00 2.70 1,134.00 bathroom ceiling. Provide & Install wood furring strip -1" x 2" 753.00 SF 0.00 0.82 617.46 at new construction only ( powder room ) Provide & Install Reflective multi-layer foil 753.00 SF 0.00 0.74 557.22 insulation - R -5 at new construction area. Provide & Install Batt insulation - 6" - R19 2,476.00 SF 0.00 0.51 1,262.76 at ceiling area. Provide & Install 112" drywall - hung, taped, 3,235.00 SF 0.00 1.05 3,396.75 floated, ready for paint. Moisture resistant at bathrooms & wet areas. 2.00 EA 0.00 139.00 278.00 Provide & Install 5/8" drywall - hung, taped, 476.00 SF 0.00 1.22 580.72 floated, ready for paint at ceiling area 4,054.00 PETERSON_RESIDEN Provide & Install 1/2" Cement board at 360.00 SF 0.00 2.76 993.60 bathroom wet areas. Print name: Carl A. Bello Print name: Elizabeth Peterson Totals: Interior Partitions 12,990.28 Interior Doors DESCRIPTION QNTY REMOVE REPLACE TOTAL Provide & Install (A) 2'-6" X 6-8" wood 3.00 EA 0.00 325.00 975.00 door Provide & Install (B ) 2'-0" X 6'-8" wood 5.00 EA 0.00 290.00 1,450.00 door Provide & Install (C) 2'-6" X 6-8" Fully 1.00 EA 0.00 238.00 238.00 louvered Provide & Install (D ) 2' -0" X 6'-8" wood 1.00 EA 0.00 290.00 290.00 door Provide & Install (E) T -8" X 6'-8" wood 1.00 EA 0.00 341.00 341.00 pocket door Provide & Install (f ) 2' -8" X 6-8" wood 2.00 EA 0.00 241.00 482.00 door Provide & Install ( G ) 2'-8" X 6-8" bi fold 2.00 EA 0.00 139.00 278.00 Doors to be provided and installed by General Contractor. Owner to supply door hardware. Totals: Interior Doors 4,054.00 PETERSON_RESIDEN 10/11/2012 Page:4 Accepted � Date: 10 /11/2012 Accepted by: Date: 10 /W2012 Print name: Carl A. Bello Print name: Elizabeth Peterson Capital General CDnUDCbDrS & Developers, Inc. Owner CAPITAL GENEIIAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HIALEAH,FL. 33014 TEL # 305-827-6211 TOLL FREE 1- 800 - 501 -4172 EMAIL- cgc @capitalgencralcontractors.com Exterior Windows & doors DES ON QNTY REMOVE REPLACE TOTAL Windows - Aluminum. Impact 1.00 EA 0.00 12,279.85 12,279.85 1011- 60 84 ES3000 French Door High Bottom Rail Hinge Left LMI XX Grey White. 105 1- 68 80 ES6000 Sliding Door XO Grey White 1081- 36 80 ES3000 French Door High Bottom Rail Hinge Left LMT X Grey White. 101.102.103.104 - 2 39 63 ES5000 Casement Window LMI Grey White. 105.106.110- 3 37 37 ES5000 Casement Window LW Grey White. 109.112 19 1/8 26 ES5000 Casement Window LMI Grey White. 111- 1 38 90 ES8000 Store Front LM Grey White. 112 170 3/4 24 ES8000 Store Front L U Grey White. 112 MB 1241 x 4 x 1/8 aluminum tube mull Grey White. 113 & 114 -2 38" x 72" ES8000 storefront lmi 115 153 1/8 38 1/4 ES1000 Single Hung IM Grey White. All Windows and Doors to Comply with (NOA). Maximum Hemet and Width as Per (NOA) Totals: Exterior Windows & doors Interior Finishes 12,279.85 Engineered wood flooring, wood floor 1,361.00 SF 0.00 158 2,150.38 provided by owner. Installation only 4' Wood baseboard as per page A-6 Note # 610.00 LF 0.00 1.98 1,207.80 5 Assemble and installation of Vanity, 1.00 UN 0.00 650.00 650.00 provided by owner. Medicine cabinet. Installation only. Cabinet 3.00 EA 0.00 52.00 156.00 Provided by owner. Assemble and installation of low base 34.00 LF 0.00 57.41 1,951.94 cabinets from Ilcea, cabinets provided by owner. Assemble and installation of upper base 65.00 LF 0.00 3952 2,568.80 cabinets, cabinets provided by owner. Kitchen area and vanities. Install bathroom wall file and setting 310.00 SF 0.00 5.25 1,62750 material, file provided by owner. Install bathroom floor tile, floor file 260.00 SF 0.00 4.25 1,105.00 provided by owner: Interior painting, paint entire ceiling. 2,954.00 SF Benjamin Moore paint. PETERSON RESIDEKC&Age:/ Accepted by: ate : 10/11/2012 Print name: Carl A. Bello Capital General Contractors & Developers, Inc 0.00 0.49 1,447.46 10/11/2012 Page:5 Accepted Date- 10/11/2012 Print name: Elizabeth P rson Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HIAL AH FL. 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL cgc @capitalgeneralcontractors.com CONTINUED - Interior Finishes DESCRIPTION QNTY REMOVE REPLACE TOTAL Interior painting, paint all walls, paint color 5,034.00 SF 0.00 0.47 2,365.98 to be determined by owner. Benjamin Provide & install variable speed 2.5 ton air 1.00 EA 0.00 1,804.96 Moore paint handler unit.with heat element 5 KW Paint baseboard, all areas. 612.00 LF 0.00 1.67 1,022.04 Paint door slab only - 2 coats (per side) 13.00 EA 0.00 57.40 746.20 Paint jamb and door casing 13.00 EA 0.00 25.00 325.00 Totals: Interior Finishes 22.00 LF 0.00 18.20 17,324.10 Exterior Finishes DESCRIPTION QNTY REMOVE REPLACE TOTAL Stucco work or plaster natural gray - 1,147.00 SF 0.00 2.90 3,326.30 troweled at concrete wallsNew construction Provide & install variable speed 2.5 ton air 1.00 EA 0.00 1,804.96 area and around windows. handler unit.with heat element 5 KW Stucco work repairs at soffit eve, rounded 168.00 SF 0.00 2.90 487.20 facia with self furred lath, apply stucco finish to match existing. PETERSON RESIDFN 10/1112012 Stucco band below new windows at new 22.00 LF 0.00 18.20 400.40 construction area Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc. Soffit lineal vent at exterior rounded eve. 150.00 LF 0.00 4.15 622.50 seamless Paint entire exterior of the house. 2,453.00 SF 0.00 0.87 2,134.11 Totals: Exterior Finishes 6,97051 Mechanical,-Hvac DESCRIMON QNTY REMOVE REPLACE TOTAL Provide & install Central air - condenser unit 1.00 EA 0.10 2,347.52 2,34752 - 25 ton -16 SEER Provide & install variable speed 2.5 ton air 1.00 EA 0.00 1,804.96 1,804.96 handler unit.with heat element 5 KW Provide & install Central air - condenser unit i.00 EA 0.00 2,615.62 2,615.62 - 3 ton -16 SEER PETERSON RESIDFN 10/1112012 Page: 6 Accepted b1►= Date: 10/1112012 Print name: Carlos Bello Accepted by: Date: 10/!1/2012 Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc. Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 NEST 84 STREET SUITE B -106 HIALEAH,FL. 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc @capitalgeneralcontractors.com DESCRIPTION CONTIlVOFD - Mechanfcal Hvac QNTY REMOVE REPLACE TOTAL Provide & install Air handler - with heat 1.0013A 0.00 1,937.40 1,937.40 element - 6 kW 3 ton Provide & install Rigid fiberglass duct 104.00 LF 0.00 21.20 2,204.80 insulation board - foil faced Provide & install Ceiling diffusers/grills - 8 "- 24.00 EA 0.00 69.70 1,672.80 10" diameter Provide & install Ductwork - flexible - 116.00 LF 0.00 1356 1,572.96 insulated. Provide & install Thermostat 2.00 EA 0.00 195.00 390.00 Provide & install Condensate drain line 2.00 EA 0.00 26458 529.16 Provide & install Condenser pad - 36" x 36" 2.00 EA 0.00 171.92 343.84 away from window and roof edge, so water don't drip on the unit when it rains. Totals: Mechanical Hvac 15,419.06 al :. w e L, DESCRIPTION QNTY REMOVE REPLACE TOTAL Electrical work as per plans pages, E-1 & E 1.00 EA 0.00 19,075.00 19,075.00 2 PETERSON_RESIDENCE- --1- 0-/-1-1- /2012 Page: 7 Date. Accepted t}Accepted by: 251/ Diaftt:10/11/2012 Print name: Carlos A. Bello Print name: Elizabeth P rson Capital General Contractors & Developers, Inc. Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 NEST 84 STREET SUITE B -106 HIALEAFU .33014 TEL # 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 MWAIL.: cgc @capitalgeneralcontractors.com DESCRIPTION at►YYIZli }D1 1wcr we I QrM - REMOVE REPLACE TOTAL Installation of all electrical devices as per plan pages E-1 and E-2. Receptacles of 15 amps and 20 amps Decors outlets. Gang 3 way Decora outlets Flood lights wall lights, ceiling outlets. Smoke detectors Ceiling fans outlets GF1 Ooutlets Dish disposal outlet Double oven, Range hood & fans outlets. A/C 1,2 & Ahu hook ups Microwave, Refrigerator outlets Panel A 125 Amp 42 Spaces 22 IKIC Panel B 200 Amp 42 spaces 22 KIC S Panel 200 Amp Winecooler outlet Provide power for electrical water Heater Exclusions. Lights fixtures Generator Light bulbs Hi hats. Totals: Electrical Plumbing IDFSCRI MON PETERSON RESIDENCE Accepted by: Date: 10 /11/2012 Print name: Carlos Bello Capital General Contractors & Developers, Inc. 19,075.00 10/1112012 Page:8 r Accepted by. Date: 10 /11/2012 Print name: Elizabeth Peterson Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HIALEAH,FL. 33014 TEL # 305 -827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc@c apitalgeneralcontractors.com CONTPRTED - Plwnbing DESCRIPTION QNTY REMOVE REPLACE TOTAL Scope of work as per pages R-1 & P-2. Rough and set. New underground ( PVC ) for 3 toilets, 6 lavatories, 2 showers, 2 kitchen sink, l washer machine, 2 dishwasher, l free standing tub, l bathtub New water line ( CPVC ) piping for 3 toilets, 4 lavatories, 2 showers, 2 water heaters, 2 kitchen sinks, l washer machine, 2 dishwashers, l refrigerator, l free standing tabj bathtub, l water filter system. New vent piping ( PVC) Install fixtures Sewer lines and water lines 5 feet from the property Natural gas piping ( copper ) for 1 water heaters, 1 existing pool heater, 1 dryer and 1 future generator. Provide ansd install electrical water heater This quote also includes all plumbing pipes, fitting and labor. Excinsions. Plumbing fixtures Plumbing as per plans. 1.00 EA 0.00 9,037.00 9,037.00 Totals: Plumbing 9,037.00 Line Item Totals: PETERSON RESMENCE- PETERSON_RESIDENCE- Accepted bv: Date: 10 /11/2012 Print name: Carlos A Bello Capital General Contractors & Developers, Inc. 161,361.87 10 /11 12 Page:9 Accepted by. Date: 10 /11/2012 Print name. Elizabeth Peterson Owner CAPITAL GENERAL CONTRACTORS & DEVELOPERS 480 WEST 84 STREET SUITE B -106 HIALEAH,FL. 33014 TEL # 305- 827 -6211 TOLL FREE 1- 800 -501 -4172 EMAIL: cgc Ocapitalgencralconh- Adors.com Line Item Total Material Sales Tax Replacement Cost Value Net Claim @ 7.000% x 84,31257 C BELLO 161,361.87 5,901.88 $167,263.75 $167,263.75 PETERSON_RESIDEN 1 10/11/2012 Page: 10 Accepted by Date: 10/1W012 Accepted / _ Date: 10 /11/2012 Print name: Carl A Bello Print name: Elizabeth Peterson Capital General Contractors & Developers, Inc Owner Miami Shores Village Building Department Norman Bruhn 10050 NE 2nd Avenue Miami Shores, Florida 33138 Changes as a result of unforeseen condi fons Permit Number: 12 -1984 Address: 1350 NE 101It Street E' iF,, Norm, The revised architectural and structural sheets in this revision to the permit come as a result of unforeseen conditions discovered during the demolition of the plaster walls and ceiling. They include: 1. Relocation of the wall between Kitchen & Master Bedroom /Bath so that it can support the roof hip in the west wing and sit on top of the existing stem wall foundation below; 2. Structural detail for the connection of this load bearing wall and the roof hip wood ceiling rafters (or bottom chords); 3. Redesign of the roof reinforcement detail for the roof in the west wing of the house due to the failing condition of the existing wood ceiling rafters and the splice; 4. Change in the dimension of the footprint of the addition due to the design and geometry of the new prefabricated wood roof trusses; If you have any questions and /or comments, please do not hesitate to contact me at 305.310.5030. Sincerely, U�n Victor J. Bruce A.I.A., LEED R AP Vice President & Architect AR- 0017103 A&I associates, Inc. 370 N E 101 s, Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1 - 877 - 408 -8280 email vbruce @ai- associates.net 1i MnAFW.SkyrocU41a&2G13 pfl :zg EFUH-21k, � ME— PETERSON RESID AT 2381 SW 81 AV., MIAMI, FL. PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com spun d u! `ani - ,+n A"- zv/-m weuw :en:j - vo"6A 000zdvs OOOZdvs SAP2000 . . .......... 4.v 14 4- - lb. ft F Unb .Q.j-F#e.-mftemO&27-12- AxkdFO=DigW8m W.-�A Zwl/ all. lj T6 el 2r ne (7-72 417 , A? V L 1,1A 7-yz REZA/ 5 AV CV Z17 L4 7(Z 'roe, Q7q) Ll gm go gm =J LQ LL GM j 99L *-GUOqd -IIM3 UWtumpoLkIWAVA VO low lics �F�e it e) -'s-zop'. z C-S -� xd 7 ot it 4 'P/ 7q V1 7 1 . 7 I 0-7 J, 4F 171 --s /Z- 91 -77 1% L ram GEE L9U%ZI98L:GW)4d ojkp@+p -ftM ZigW 'ON VO I �u �i F rt OR � � t Table 1L2A Split Ring Connector Unit Reference Design Values !1 s r� q w• ,p,�`� a�} aiRµ'At ' PP`7 i 7 Tabulated design values' apply to ONE split ring and bolt in single shear. Split Bolt Number of faces Net Loaded parallel to grain (00) Loaded perpendicular to grain (900) Design value, P, per connector unit Design value, Q, per connector unit ring diameter of member with thickness diameter .connectors on of member` and bolt, lbs. and bolt, lbs. same bolt Group Croup Croup Group Group Group Group Group A B C D A B C D in. in. in. species species species species species species species species 1 1' minimum 2630 2270 1900 1640 1900 1620 1350 1160 1 -112" or 3160 2730 2290 1960 2280 1940 `, 1620 1390 2 -1/2 1/2 thicker R�L 2 1 -1/2" minimum 2430 2100 1760 1510 1750 1500 1250 1070 2 "or 3160 2730 2290 1960 2280 1940 1620 1390 thicker 1" 4090 3510 2920 2520 2840 2440 2040 1760 minimum 1 1 -1/2" 6020 5160 4280 3710 4180 3590 2990 2580 1 -5/8" or 6140 5260 4380 3790 4270 3660 3050 2630 4 3/4 thicker 1 -1/2" 4110 3520 2940 2540 2980 2450 2040 1760 minimum 2 2" 4950 4250 3540 3050 3440 2960 2460 2120 2 -1/2" 5830 5000 4160 3600 4050 3480 2890 2500 3 "or 6140 5260 4380 3790 4270 3660 3050 2630 thicker 1. Tabulated lateral design values (P.0) for scut ring connector units shell be mnitiolied to all acclic able adlustment factors (see Table 10.3.1). 1160 M M 6-2-W 10W NO M &W M 00 W 4WI 9M 5W 5W W 7WI 13M 7M NO I= M M =1 1240 M 6W W4 IWO 9W SM 11 3 9D 1 181290 880 18W 1 78D 1170 780 780 65DI 112D 700 700 58011110 690 69D 3f4 8D 90 9W1 1890 960 960 TV 1610 -870 870 830 1 8W 780 1190 314 1450 890 9� 780 1270 120D 5W 7W 1-117 ZQ.*fid—Q§ffi M 1530 900 119R, 770 am ow 125D 680 830 630 1240 -11" 1,00 730 —M 1,27 M-M -- SM IMD 8W M 7M] -111U faU IOU MU M 1880 1190 1240 108011690 OW 1090 850 1810 870 1030 780 1600 15!1114W ow 85D I-IM 1190 1240 108011690 M 1090 1460 1210 590 790 870 1030 78011600 850 M 590 880 500 510 1070 e50 65D irAo Soo SOO PT, 610E,: 1190 600 M 1540 800 9745 1140 520 M [Efl 780 58011140 520 740 4 8W M 1019� �'M IMO. 1860 1190 1240 1080 1690 M 1090 60-- *7�0 1 10 8M IM MLi-� 3-112 Wwl'� Mm - 46" W _Z4 - - - 1. T& IF-sign vab= C4 for boftd connecftm "be mh4" by vA affficW* adjoshnM &M= (,see Td* 10.3.1). 7- M*ohftd bmal &sip vales M are for "M &=eW bolts (see Appmuft L) with bmft ybW smnlh (Pj of 45A00 Pd. AMERr.MWMCOUNM Vv gill— LAAWMiiiiii Ai v Table 111 BOLTS. Rofo Lateral Design Ya1u®s (Z) for Single SheW (tyro Rjejaber) tjoM1,2 for sawn lumber or SCL with both members of Identical specific gravity Wckrtm G=OM G=Q.46 41 .5 E I G=aff Mbod Me* G=0 50 G=0.49 DOU&S Fff W, 1 Red Oak sou"MM Phn Dombs Fir -Larch Dougloz Rr4ArcW u2nftm- t, D 7n ZL FL ZL An ZoL ZoL Z& & Z-L ZwL ZL Zo Z&L ZmL ZL Zs ZaL Z L In. ft hL UM W& UM RM UM or. am M& am Rw W& UM W& UM ft ow W& ft W& 112 518 OW 42D 42D 810 5w 5DD 370 530 330 330 ow 400 400 4W M W M M M 3W 240 = M M 50 'M M ZO 240 40 5W 3W 3W i-w i-w 3f4 g7o 680 No 410 800 46D 460 31 720 420 420 270 710 400 400 2W 670 , 380 380 _L "N A - W X350 -M -MM 4W 12 M 4M W 4 M W M M ?.90 350 Z50 550 340 340 250 520 320 320 518 W M M 430 M M 470 M M 420 420 M M MO MO M M M M 1-M 1 -314 W 113 M 40 M M W M M 4W 4W WO M M 470 M M MO 40 M-gw 0 M 480 W 40 M 4W 420 350 WO M M WO 1510 3W W M = 340 ' 1070 860 630 520 9� M 490 M 850 520 430 340 M M 4W M M 470 M 2-121412 W 1360 800 720 570 1120 6W 580 430 I= WO 500 M '10W M 480 3W W 510 4M. k. 12 770 480 M 449 6w 4w 470 360 010 370 430 330 610 360 420 320 SW 340 400 583 1070 8� 7� 590 940 5� 620 500 880 M M 4W M M M 450 M VO 40 1 -12 3I4 14M ow 770 wo 660 690 580 1200 SM 610 510 1190 M 5W 4W 1140 M 5W- M KVI, Ad M a zini Am qRn Am 145 MI RM %140 AM Uni WO RM "D 1160 M M 6-2-W 10W NO M &W M 00 W 4WI 9M 5W 5W W 7WI 13M 7M NO I= M M =1 1240 M 6W W4 IWO 9W SM 11 3 9D 1 181290 880 18W 1 78D 1170 780 780 65DI 112D 700 700 58011110 690 69D 3f4 8D 90 9W1 1890 960 960 TV 1610 -870 870 830 1 8W 780 1190 314 1450 890 9� 780 1270 120D 5W 7W 1-117 ZQ.*fid—Q§ffi M 1530 900 119R, 770 am ow 125D 680 830 630 1240 -11" 1,00 730 —M 1,27 M-M -- SM IMD 8W M 7M] -111U faU IOU MU M 1880 1190 1240 108011690 OW 1090 850 1810 870 1030 780 1600 15!1114W ow 85D I-IM 1190 1240 108011690 M 1090 1460 1210 590 790 870 1030 78011600 850 M 590 880 500 510 1070 e50 65D irAo Soo SOO PT, 610E,: 1190 600 M 1540 800 9745 1140 520 M [Efl 780 58011140 520 740 4 8W M 1019� �'M IMO. 1860 1190 1240 1080 1690 M 1090 60-- *7�0 1 10 8M IM MLi-� 3-112 Wwl'� Mm - 46" W _Z4 - - - 1. T& IF-sign vab= C4 for boftd connecftm "be mh4" by vA affficW* adjoshnM &M= (,see Td* 10.3.1). 7- M*ohftd bmal &sip vales M are for "M &=eW bolts (see Appmuft L) with bmft ybW smnlh (Pj of 45A00 Pd. AMERr.MWMCOUNM Tiffs: . Job* Dq Date: *29PM, 4 APR 13 R? ,!: SIBIW-, page 1 User.K ^t -LSD; g :rer,a -0. E ERSALC Eno:nesrrg Se vae $�f�S6t�9D�6 4X8 Tino ber Member Inform fion Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. 9�D 1 .00 BSU� Raft = 0.2" Tlnnber Secilm LL 4%8 Beam Mlth In 3.500 Beam Depth in 7250 Le- Unbtaced Length ft O.00 Tines Glade Man. DL +LL kwimn Pho, N.i Fb - Basic Ali= psi 1,500.0 Fv - Basic Amt psi 175.0 Elm& Modulus kal 1,7;00 Load Dural Faces Center LL Deft 1.fxi0 Metter Type UDefi Ratio mantopine Repetitive StBtus Center Taal' Dell No Caviar $pan Daft Location It Span Dead Load Live Load It Wit Wit 9�D 1 .00 BSU� Raft = 0.2" Mtt= @ Ceram LL 12.15 @X= It 4.50 fb : Actual PSI 396.3 Fb : Allowable psi 1,4842 fv : Actual Man. DL +LL 232 Fv : Allowable Deflections 175.0 Reactions r Let Ecuf DL fbs 450A0 LL We 1MOO Max. DL +LL bs 450-00 @ Rat End DL bs 4 .00 _ LL bs j0-0D Man. DL +LL bs 45000 Deflections Ratio OK Cettt r DL Dell in 4078 Mail Ratio 1 W24 Center LL Deft in 6.00D UDefi Ratio 0.0 Center Taal' Dell in -0.078 Location It 4.500 L/Defl Redo 1,382.4 Ctoti Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 13 S D 9�G lb I �- Permit No. Eta 81 add APR 18 FBC 2010 Master Permit No. R 6 -1 D -1 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11-3205-0236620 Is the Building Historically Designated: Yes NO P-1 Flood Zone: OWNER: Name (Fee Simple Titleholder): t�7orJ L1 Z�� e #: Addrecc City: State: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Address: y 20 City: 1�`, State: Omlifier Name• State Certification or Registration #: eld- II 17-) 9Z 331 Phone #: of Competency #: Contact Phone #: 56 15 9- 27 4, 2 I/ Email Address: e-Gi0— (f CAP DESIGNER: Architect/Engineer. A 4-t- SS£Y l A ?�� v Phone #:C� Value of Work for this Permit: $ ® Square/Linear Footage of Work: i//y Type of Work: DAddition _ OAlteration _ ONew ORepair/Replace ODemolition Description of Work: iC yL ll��( %7�L,s7r /��'�25V Tama NJ Color thru tile: Submittal Fee $ Permit Fee $ 4-) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection_fee will be charged. Signatur 84Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 l , by �I zA b tb tl , who is personally own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign:�� Print: 81�,C t- - C'�.rJ 2 My Commission Expires: 9123/ Signature Contractor The foregoing instrument was acknowledged before me this day of IffT' 4� ,�20 L.5 , by &7,485 A' who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: =National CRUZ Sign: tate of Florida �..�� OLGA L. CRUZ 3, 2013 Print: ® — ao� o DD 894805 My Commission rim. Expires Sep 23, 2013 tional Notary Assn. Pa,- mmission # DD 894805 �' O ��0 Bonded Through National Notary Assn. C APPROVED BY Plans Examiner Zoning r L( Structural Review (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06 /10/2009)(Revised 3 /15 /09)(Revised 7/10/2007) Clerk