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1167 NE 99 St (14)Inspection Date: 01/26/2006 Inspector: Grande, Claudio Owner: PEREZ, JOEL Job Address: 1167 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ARCO CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: <NONE> Phone Number Parcel Number 1132050180080 Lot: Phone: 305 -892 -6507 Wednesday, January 25, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/26/2006 Inspector: Grande, Claudio Owner: PEREZ, JOEL Job Address: 1167 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ARCO CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: <NONE> Phone Number Parcel Number 1132050180080 Lot: Phone: 305 -892 -6507 Wednesday, January 25, 2006 Page 2 of 2 (��T 14 SHORES i BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Ibkk hc5 Type Insp'n SC NUJA Permit No. 1? 2005 - 5 Name T om} ► d Address 1( or. Q Lct 5i Company 1 fr. C k %iX.1t1-/5 Phone # ' 1 M 1 950 1 Inspection Date 10 4)5 Approved f1 e I T Correction Re- Insp'n Fee Kr4 (2b6Ak Ark4 VIZ. OCT 0 7 2005 'IMAM' SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date lo)S /CE Type Insp'n r f C.I.L .S Permit No. ezyl=c6 - c.3 Name JCL Address 1 1 (.. 9 ST Company A-PL_ -ED cD1.1 Phone # Ca=6 icic). Inspection Date 10 6 05 Approved pi 1 Correction ❑ Re- Insp'n Fee ❑ MIA ORES VILLAGE OCT 1 4 2005 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request DatetOj$Z TypeInsp'n fi Permit No. d [ ?I o l y JJ - Name Pt Address 11(0 NJ — {"l J4- Company Af Phone # Inspection Date 10 Approved 7 Correction ❑ Re- Insp'n Fee ❑ Address Company Phone # 3qa VILLA' MIAMI S ORES VILLA' BUILDING DEPA ? SOS Bui1lding Inspection Request Date q Type Ins n `L'nw Permit No. ? O — �03 Name Vbfi-Q-a Inspection Date Approved Correction Re- Insp'n Fee 11011, Ne on 54- US- &P a - 60503 tAoeync o t. S t-r 1) — Do Drl-ww a Ar: i L 4/LizeiA44.AAc;4-U aextc-tt-o-Ed kAs )2eeAi 4 / rt-tY law A-Ard cln (vAetas p �T �o Building Inspection Request Date /lV Fct("C2 Type Ins 'n Yr Insp'n No. g' Name Address Company Phone # Correction MIAMI SHORES VILLAGE , BUILDING DEPARTMENT 4 3 305- 795 -2204 'V (305) gq s o 7 Inspection Date S7ii ;C. Re -Insp' n Fee ❑ Type Permit No. ?42 D 5 Co3 Name ,_MS24 7- // c 7 6?0,e- Company Address Insp'n Phone # , Inspection Date Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT ��� 305- 795 -2204 Buildin Inspection Reques� /` ir Date Re- Insp'n Fee 'cr rcib 1f.EL �ir4 c Sq. 1 3e, 1167 NE 99 ST SCREW AND FINAL WINDOWS ( IZ Passed QA6 i IV Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until • Inspection Date: 01105/2006 Inspector: Grande, Claudio Owner: PEREZ, JOEL Job Address: 1167 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ARCO CONSTRUCTION Building Department Comments Wednesday, January 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: <NONE> Phone Number Parcel Number 1132050180080 Lot: Phone: 305 -892 -6507 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/9/2005 Applicant: JOEL Owner: PEREZ JOB ADDRESS: 1167 Contractor D J METZELAR Local Phone: 305/758 -7705 Parcel # 1132050180080 NE 99 Permit Status: APPROVED Permit Expiration: 7/31/2006 Construction Value: $4,900.00 Signed: (INSPECTOR) Signed: (Contractor or Builder) Mechanical Permit Permit Number: MC2005 -7 PEREZ JOEL ST Contractor's Address: 225 NE 108 ST Legal Description: REV PL MIAMI SHORES SEC 8 BY: Page 1 of 1 PB 43 -69 LOT 19 Fees: FEE2005 -3454 FEE2005 -3455 FEE2005 -3459 FEE2005 -3462 FEE2005 -3469 FEE2005 -3470 FEE2005 -14406 Description Building Fee CCF Scanning Fee Training and Education Fee Technology Fee Submittal Fee Building Fee Total Fees: Amount $171.50 $3.00 $3.00 $1.00 $4.28 ($50.00) $35.00 $167.78 Total Fees: $167.78 Total Receipts: $132.78 \ G 7� \ 55 QIVd 17 1 AON Work: HVAC FOR GARAGE ENCLOSOURE AND CARPORT TO NEW BWDROOM /BATH. INSTALLATION OF NEW A/C UNIT MASTER NOV 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. N BLK 178 LOT Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -63 Printed: 3/16/2005 Applicant: JOEL PEREZ Owner: PEREZ JOEL JOB ADDRESS: 1167 NE 99 ST Contractor ARCO CONSTRUCTION Local Phone: 305 - 892 -6507 Parcel # 1132050180080 Signed: (INSPECTOR) Building Permit Contractor's Address: 1665 NE 137 TERR Legal Description: REV PL MIAMI SHORES SEC 8 Permit Status: APPROVED Permit Expiration: 7/17/2005 Construction Value: $60,000.00 Page 1 of 2 PB 43 -69 LOT 19 Fees: Description Amount FEE2005 -1307 Structural Fee $50.00 FEE2005 -3238 Structural Fee $50.00 FEE2005 -3438 Building Fee $1,800.00 FEE2005 -3439 CCF $36.00 FEE2005 -3440 Training and Education Fee $12.00 FEE2005 -3441 Technology Fee $45.00 FEE2005 -3442 Scanning Fee $75.00 FEE2005 -3444 Builders Bond $300.00 FEE2005 -3452 Submittal Fee ($50.00) FEE2005 -3453 CO /CC $50.00 Total Fees: $2,368.00 Total Fee42,368.00 Total Receipts: $0.00 MAR 17 PAID \ 02 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 178 LOT Work"..._ GARAGE AND CARPORT ENCLOSURE - CONVERT TO BEDROOM /BATH Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department Owner's Name (Fee Simple Titleholder) Owner's Address I% j N Er ci dill city 5h o l e5 State ? L 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing eceA Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ‘k, C,,'7 /J E f 1 '• City Miami Shores Village County Miami - Dade Is Building Historically Designated YES NO \ J • - a Contractor's Company Name 4111"0 =~ w`e• cT 'a! r!m ±r! = Contractor's Address State Certificate or Registration No $ Value of Work For this Permit Type of Work: DAddition Describe Work: 1 Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ "M (Continued on opposite side) * * * * * * * * ** DAlteratiot Structural P lan Review. $ Sq Phone # ° 18 CAC o44- OC O Certificate of Competency No. _ zip 2 t SS C ) 89 z —+D - 7 Architect/Engineer's Name (if applicable) 1 . �l 1YI., L1 f Phone # C 15 2 %) 5 b Roofing I oo awe Footage Of Work: Permit Fee $ CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before one this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * ** * ** * * * ** " ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 Electrical P1 BUILDING PERMIT APPLI FBC 2001 Permit Type (circl Owner's Name (Fee Simple 1 . er) Phone # Owner's Address //& �? - 6' City i al42 I SI viYe-5 State Tenant/Lessee Name Phone # Job Address (where the work is being done) 1/b ?'" O q/1 City Miami Shores Village County Miami -Dade is Building Historically Designated YES NO, /1714e-g Ott Contractor's Company Name Contract is Address Qualifier ( Stef J 5 e7 Type of Work: IgAddition Describe Work: jeteezi C Submittal Fee $ Permit Fee $ Code Enforcement $ Total Fee Now Due $ �` 3 ("I (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204. Fax (305) 756.8972 c of ************ * *** * * * * * * ** *�k *96T�'acnak*.*** ©!�f? a Phone # Cit //WO -6cl t' F State ir "r3 `� 1 State Certificate or Registration No. G /6 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) it .5imerkt i+ SD Phone # f5V CU* '" $ Value of Work For this Permit 6 2 ©© Q ,AP Square Footage Of Work: ' a ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition — G)ic' /-± !we it Notary $ Training/Education Fee $ Scanning $ 7 Radon $ Zoning Permit No. 6 Perinit No g • Mec hanical 3VS WI" f, Zip ‘3l 8 Baud $ Structural Plan Review. $ ' Roof 7 ral O? —F Zip CO /CC gO Technology Fee $ " ort- ero , Bonding Company's Name (if applicable) 41 7 Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City A — 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 The f. a instrument was a' ..wledged before me this / 8 The foregoing instrument w:.: knowledged before me this day o��_ -_ 2(O c, -- by. , day of , 20 _ , by . who 'rsonally own to me or w 10 has produced FL. I 1... who is personally known to me or who has produced T (per- '4-ao- '70-0q7ASdentification and who did take an oath. as identification and who did take an oath. Chc 05/13/03 State 0 ' er or Agent NOTARY P .: "C4V. \� 1LiJssf► , ...: Pint �' mr W0giff , My Commission Expires: APPLICATION APPROVED BY Zip State Zip Ginny • N( PUBLIC: Commiss• #DD32387(1si 26, 2008 Bonded T7vu Print: nq Co., Inc. Signature /7. My Commission Expires: f actor Zoning ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NAR 16 E5 p-z, 7 10 5` ined, Plans Examiner Engineer I ii NOTICE OF COMMENCEMENT c A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION - CO m � ) PERMIT NO. e.� ' O S (03 TAX FOLIO NO. 11 i ZS' 025 8 CI W STATE OF FLORIDA: mi- f%) COUNTY OF DADE: 0 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: 1 Y. o (1— 3'5 -0/g - 00 S' ) t /to /VC 99 5i" • , ,c tice,tet. S Gt•rnrPS / FL_, 3 3 ! $ 2. Description of improvement: ke r'} A , Cyhe Poe 1 CLO,S -(J2 3. Owner(s) name and address: Toe L ?E,Q.0 I (,rj al. E ' 1St 'W i S Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /‘;(6) (2 "_ /X • 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Na e . d Address:, 9. Expiration date of this Notice of Commencement: (the expiration dSt8IIPIC)108t(filetffOttlintlatFf&Feaging unless different date is specified) HER-BY CERTIFY that this is a true copy of the ono r, in ;i7/L t , fice on '1,,v of , A D 20 ■5 ((("" ignature of Print O • �p t= • and subscribed bef • e me this ( day of �, Notary's Name 7P Address: YP �, ,, Ginny H. Gonell .. - D323870 ner ners Nam Sworn to a Notary Pu Print My Cnmmi . vniroc• WI 77,T. :3:S ;- ' -nd .=rd SPa/. By HA F IN E ,curt and pounty Courts D.C. Prepared by: der--4. �--� c (cvkvrps, FL. Expires: May 26, 2008 u Bonded Thni A" /in 9 ' " "" Atlantic Bonding Co., Inc. VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I tJ d Pti being the legal property owner, for the property Located at: I (a q 5&(Mk Legally described as Lof 1 'I, 5 114 Ati14a.4 51 Qrrs Vlu T 5edi44. `d . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),;nd I have read and understand the following disclosure Statement, which entitles me td ,ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Iicenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument J Was acknowledged before me this / 6 day o �r By �1 Produced t, Owner o me or who has as identification and who did take an oath. P Ginny H. Gonell - :- Commiss #DD323870 Expires: May 26, 2008 Bonded Thru .11 Atlantic Bonding Co., Inc CONSTRUCTION [ FINAL SYSTEM [ DH 4016, 03/97 (Obsoletes STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL • APPLICANT: Perez, Joel AGENT: SA0021074, 'PROPERTY STREET ADDRESS:1167 NE 99 St Miami FL 33138 LOT: 19 BLOCK: 178 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3205 -018 -0080 [OR TAX ID NUMBER] CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH CHAPTER 64E -6, FLORIDA ADMINISTRATIVE CODE. TANK INSTALLATION [01] TANK SIZE [1] 900 [2] [02] TANK MATERIAL Concrete (03] OUTLET DEVICE (04] MULTI- CHAMBERS [05] LEGEND N/A [06] WATERTIGHT (07] LEVEL (08] DEPTH OF LID DRAINFIELD INSTALLATION [09] AREA [1] 429 [2] 429 [10] DISTRIBUTION BOX /HEADER [11] NUMBER OF DRAINLINES 0 [12] DRAINLINE SEPARATION [13] DRAINLINE SLOPE [14] DEPTH OF COVER [15] SYSTEM ELEVATION [16] SYSTEM LOCATION [17] DOSING PUMPS 0 [18] AGGREGATE SIZE [19] AGGREGATE SOURCE [20] AGGREGATE WASHED [21] AGGREGATE DEPTH FILL /EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] EXCAVATION AREA [26] REPLACEMENT MATERIAL 0.0 EXPLANATION OF VIOLATIONS: APPROVED APPROVED previous editions which (Stock Number: 5744- 002 - 4016 -4) (ostas_cins -2] [ [ ] Cave, Ronald ] Cave, Ronald may ] ] ] ] ] ] not be used) SETBACKS [27] SURFACE WATER [28] DITCHES [29] PRIVATE WELLS [30] PUBLIC WELLS [31) IRRIGATION WELLS [32] POTABLE WATER LINES [33] BUILDING FOUNDATION [34] PROPERTY LINES [35) OTHER FILLED /MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION MATERIAL ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS MAINTENANCE AGREEMENT NG AREA NG FIXTURES SITE GRADING CTOR STATEWIDE T PUMPED CRUSHED AND FILLED Dade CENTRAX #:13 -SG -23322 DATE PAID: FEE PAID : RECEIPT . OSTDSNBR :04- 4272 -M CHD Date: 1/21/05 Dade CHD Date: 1/25/05 Page 2 of 2 M Amon & Associates, pa architects • engineers • planners • interior designers 3331 NE 32 Street Fort Lauderdale, Florida 33308 (954) 566 -3100 Office (954) 566 -1298 Fax February 10, 2005 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: PERMIT #: BP 05 -63 Perez Residence Comments for BUILDING 1. Address structural, electrical and mechanical comments. Please see comments listed below 2. Plans must be reviewed by Miami -Dade Planning and Zoning for impact fee. Please see attached 3. Submit plumbing (drain field) roofing and storm shutter permit applications. Please see attached. GC to file for Permit. 4. Submit two sets of NOA's for all openings. Please see attached 5. Miami Shores does not allow wood frame exterior wall construction. Plans have been revised. Please refer to sheet A -2.1, dwg 1 /A -7, and sheet A -8 Comments for STRUCTURAL 1. Exterior walls must be masonry construction (not wood) per city Zoning Code. Exterior wood wall has been replaced with 8" block. (See sheet # A -2.1, A -7, A -8) 2. Footing under new wall must be 16" X 10" min w/ (2) #5. Footing detail has been revised — detail 1.1. (See sheet # A -2.1) 3. On A-8, delete reference to "SFBC" = use new FBC Note has been revised (See sheet # A -8) 4. On A -2.1, show proposed and existing cols to comply with spacing FBC. Foundation plan has been revised and a note was added to plan. (See sheet # A -2.1) 5. Submit product approvals for storm panels Please see attached Comments for MECHANICAL 1. Need energy and Heat load Cals. Please see attached Comments for ELECTRICAL 1. Panel cannot be located in a bathroom Panel relocated to bedroom 2. Add #4 copper grounding electrode conductor to footer steel or in slab Note added to plan (See sheet # A -3, E -1) (See sheet # E -1) • M. .87m k gtrsodafes, pa • architects • engineers • planners • interior designers 3. Need electrical contractor not home owner. Service panel will be moved. GC / electrical contractor to be determined. Will file for permit. Comments for PLUMBING 1. Since adding living sq. ft. to house, septic tank and drain field may have to be brought up (1) size. Per Health Department review — septic tank and drain filed has been increased. Statewide septic connection Inc. reviewed and will carry out the work of upgrading the septic tank and field. Contact: Teresa Solomon, Manager. 305-661-6633 Richard Simon NCARB M SIMON & ASSOCIATES, PA February 10, 2005 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Florida 33138 Re: PERMIT #: BP 05 -63 Perez Residence Comments for BUILDING Comments for STRUCTURAL M &mon & 7Cssocia tes, pa architects • engineers • planners • interior designers 3331 NE 32 Street Fort Lauderdale, Florida 33308 (954) 566 -3100 Office (954) 566 -1298 Fax 1. Address structural, electrical and mechanical comments. Please see comments listed below 2. Plans must be reviewed by Miami -Dade Planning and Zoning for impact fee. Please see attached 3. Submit plumbing (drain field) roofing and storm shutter permit applications. Please see attached. GC to file for Permit. 4. Submit two sets of NOA's for all openings. Please see attached 5. Miami Shores does not allow wood frame exterior wall construction. Plans have been revised. Please refer to sheet A -2.1, dwg 1 /A -7, and sheet A -8 1. Exterior walls must be masonry construction (not wood) per city Zoning Code. Exterior wood wall has been replaced with 8" block. (See sheet # A -2.1, A -7, A -8) 2. Footing under new wall must be 16" X 10" min w/ (2) #5. Footing detail has been revised — detail 1.1. 3. On A-8, delete reference to "SFBC" = use new FBC Note has been revised 4. On A -2.1, show proposed and existing cols to comply with spacing FBC. Foundation plan has been revised and a note was added to plan. 5. Submit product approvals for storm panels Please see attached Comments for MECHANICAL 1. Need energy and Heat load Cals. Please see attached Comments for ELECTRICAL 1. Panel cannot be located in a bathroom Panel relocated to bedroom 2. Add #4 copper grounding electrode conductor to footer steel or in slab Note added to plan (See sheet # A -2.1) (See sheet # A -8) (See sheet # A -2.1) (See sheet # A -3, E -1) (See sheet # E -1) M . 7mon k Associates, pa architects • engineers • planners • interior designers 3. Need electrical contractor not home owner. Service panel will be moved. GC / electrical contractor to be determined. Will file for permit. Comments for PLUMBING 1. Since adding living sq. ft. to house, septic tank and drain field may have to be brought up (1) size. Per Health Department review — septic tank and drain filed has been increased. Statewide septic connection Inc. reviewed and will carry out the work of upgrading the septic tank and field. Contact: Teresa Solomon, Manager. 305 -661 -6633 Richard Simon NCARB M SIMON & ASSOCIATES, PA fPatflotSurveying anal Ma in Inc. Mapping, 5758 91(W 62nd Terrace Pargand, Frorida 33067 Pkone: (954) 509 -0083 Fax: (954) 3012623 LB # 7303 — RETORT OF 521Q'E9'- 91COT P1ILL AND COMPLETE WITHOUT ATTACHED MAP 05 S`11QrfaEy LEGAL DE,SCQIPTIO ADDRESS: Lot 19, Block 178. 'MIAMI SHORES VILLAGE SECTION 8. 1167 NE 99th STREET according to the plot 11 reof. os recorded In MIAMI SHORES, FLORIDA Plot Book 41 Page 69 of the Public Records of Miami - Dade County. Florido. SHEET 2 OF 2 FLOOD ZONE INFOR91 AT/O 1( CERx1F9' 70: FLOOD ZONE: AE BASE FLOOD EL.• EL • 8 COMMUNITY /PANEL /SUFFIX: 120256 0093 J DATE OF FIRM: MARCH 02 /994 SURVEYOR,S NOTES: 4. NO ATTEMPT WAS MADE TO LOCATE ANY UNDERGROUND IMPROVEMENTS, OVERHEAD UTILITIES. (POWERLINES, ETC) 1. BEARINGS SHOWN ARE ASSUMED DATUM FOUNDATIONS OR WETLANDS. REFERENCE BEARING NORTH 90'00'00' EAST ALONG THE CENTER LINE OF NE 10fh AVENUE 5. EASEMENTS SHOWN HEREON ARE PER THE PLAT. 2 MINIMUM LINEAR ACCURACY OBTAINED: 6. SURVEYOR HAS MADE NO RESEARCH OF THE PUBLIC l FOOT IN 7.5W FEET AS REQUIRED FOR RECORDS. THERE MAY BE ADDITIONAL RESTRICTIONS A SUBURBAN SURVEY NOT SHOWN HEREON THAT MAY BE FOUND IN THE 3 NO TITLE INFORMATION WAS SUPPLIED OR REVIEWED PUBLIC RECORDS. IN THE PREPARATION OF THIS SURVEY WITH THE 7. THIS SURVEY IS FOR TITLE INSURANCE PURPOSES ONLY. EXCEPTION OF THE LEGAL DESCRIPTION. DO NOT USE FOR CONSTRUCTION PURPOSES. LEGEND: A/C = AIR CONDITIONER SLAB MON. = MONUMENT R = RADIUS A.E. - ANCHOR EASEMENT MH. = MANHOLE REC. = RECORD ASPH. - ASPHALT N & 0 = NAIL. AND DISK RES. = RESIDENCE B.C.R. - BROWARD COUNTY RECORDS N.G.V.D. - NATIONAL GEODETIC VERTCAL DATUM R/W = RIGHT OF WAY B.E. = BUFFER EASEMENT NR = NON RADIAL TO CURVE RAD. = RADIUS BLDG. - BUILDING N.T.S. - NOT TO SCALE R.P. = RADIUS POINT B.M. - BENCHMARK N & TT - NAIL AND TIN TAB RGE. = RANGE CALC = CALCULATED • - NUMBER SEC. - SECTION = CENTERLINE NO. - NUMBER S.F. = SOUARE FOOT C.B. - CATCH BASIN 0/S = OFFSET SWK. = SIDEWALK CMON = CONCRETE MONUMENT OH - OVERHEAD S.I.R. = SET IRON ROD C.B.S. = CONCRETE BLOCK STRUCTURE OHU - OVERHEAD UTILITIES T.R. = TELEPHONE RISER C.B.W. = CONCRETE BLOCK WALL OVH - OVERHANG TWP. = TOWNSHIP CH. = CHORD O.R.B. - OFFICIAL RECORD BOOK U.E. = UTILITY EASEMENT CH. B. = CHORD BEARING P.B. = PLAT BOOK U.P. = UTILITY POLE CLR - CLEAR P.B.C.R. - PALM BEACH COUNTY RECORDS W.F. = WOOD FENCE C.L.F. - CHAIN LINK FENCE P.G. - PAGE W.M. - WATER METER C.M.E. - CANAL MAINTENANCE EASEMENT PVMT. = PAVEMENT W.V. = WATER VALVE C.O. - CLEAN OUT P/L = PROPERTY LINE ELEV. = ELEVATION CONC. - CONCRETE P.C. = POINT OF CURVATURE ENC. = ENCROACHMENT CP = CONCRETE UTILITY POLE P.C.C. = POINT OF COMPOUND CURVATURE F.H. - FIRE HYDRANT C.S. = CONCRETE SLAB P.C.P. - PERMANENT CONTROL POINT F.I.P. = FOUND IRON PIPE CTV = CABLE TELEVISION P.R.C. - POINT OF REVERSE CURVATURE F.I.R. - FOUND IRON ROD D - DELTA (CENTRAL ANGLE) P.T. = POINT OF TANGENCY F.F.E. = FINISH FLOOR ELEVATION D.C.R. - DAOE COUNTY RECORDS P.O.B. = POINT OF BEGINNING FND. = FOUND D.E. = DRAINAGE EASEMENT P.O.C. - POINT OF CURVATURE FIRM - FLOOD INSURANCE RATE MAP D.M.E - DRAINAGE MAINTENANCE EASEMENT PROP. COR. = PROPERTY CORNER L - LENGTH OF CURVE E.O.W. - EDGE OF WATER P.R.M. - PERMANENT REFERENCE MONUMENT L.E. - LANDSCAPE EASEMENT E.J.B.. = ELECTRIC JUNCTION BOX P.L.S. - PROFESSIONAL. LAND SURVEYOR L.B.E. - LANDSCAPE BUFFER EASEMENT E.T.P. = ELECTRIC TRANSFOMER PAO P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER L.P. - LIGHT POLE F.E.M.A. = FEDERAL EMERGENCY MANAGEMENT AGENCY L.M.E. = LAKE MAINTENANCE EASEMENT L.B. = LICENSED SURVEY BUSINESS L.S. = LICENSED SURVEYOR MEAS = MEASURED DISTANCE F.I.R.C. = FOUND IRON ROD CAP UPDATES/REVISIONS ROE BY C"X'D NOTE: The undersigned and PATRIOT SURVEYING AND MAPPING, INC. make no representations or guarantees as to the completeness of the information reflected hereon pertaining to easements, right -of -way, set-bock lines, reservations, agreements or other mutters of record. This instrument is intended to reflect or set forth only those items shown in the references above. PATRIOT SURVEYING AND MAPPING, INC. did not reseorch the public records for matters affecting the lands shown. This instrument is the property of PATRIOT SURVEYING AND MAPPING, INC. and shall not be reproduced in whole or in port without written permission of PATRIOT SURVEYING AND MAPPING, INC. yob# 04099999 BrrpardBy JEM Cfie40 MK Date 0928-04 C&r # N/A patriot Surveying and dapping, Inc. SHEET 1 OF 2 5758 9vW 62nt fTerraee Parkland, Florida 33067 Phone: (954) 509 -0083 5ax• (954) 3012623 LB# 7303 -ate oFsuRvEr TryrEoF suR,VEy OuNIDARY got PEREZ 1167 NE 99th STREET MIAMI SHORES, FLORIDA LEGAL DESCRIPTION. Lot l9, Block 178 . 'MIAMI SHORES VILLAGE according to Me plot thereof. as recorded In Plot Book 4. Page 69 of the Public Records of Miami - Dade County. Florido. NOTE ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM OF THE FINISHED FLOOR OF THE C.B.S. DWELLING LOCATED AND SHOWN HEREON FINISHED FLOOR ELEVATION (ASSUMED 10.00) S.W. CORNER LOT 18, BLOCK 178 CONCRETE MIAMI SHORES VILLAGE DRIVEWAY (PB. 43, PG. 69 M.D.C.R.) FND I /2" PIPE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LOT 18 BLOCK 178 75.00 (C) 6` / go 30'00 "E )-75.00' % 1 + ' WIDE ALLEY M..r 44..2 END OFO,r1 C.L.F. 4' C.L.F. EAST 0.2' C ARE AD N ZNI a 9.6' STEPS PD j aj 9�' 1 27.2 I 15.7' 12.5' 10.0' of I (v L 1 w Ne` ONE STORY b,' 11.9' B.S. C. COVERED ELLING Q - - CARPORTpp EE �� F al CENTRYD o 9 \'; (� 14.2' B F --"- O� 9.6' r � O EL 10.0 20.0' 10.0 0 7 .9 74.88' (M) A EDGE OF ASPHALT $' s DENS 9. GABRIE.LE PRO5T,S�S10�L S41R,`NE9'OR ' ' aimm, 91 (p. LS 5709 STATE OF FLORIDA. NOT VALID WITHOUT ATTACHED SECTION 8. REPORT OF SURVEY TRACT 178A MIAMI SHORES SEC 8, (PB. 31, PG. 41 D.C.R.) ASPHALT 0 w 2 c 1 :/ / 4' C.L.F. LOT 19 BLOCK 178 a 0� 8.0 PLANTER o WALL No c \s \? cNI ° 30'00 "E 75.09' Y t i 70' TOT A JOG 2rASPHAL RO WAY,t t o 4' C.L.F. WEST 0.5' W O O b BLOCK 178 O Y LIGHT 0- POLE LOT 20 EDGE OF ASPHALT Date of Field Survey: SEPTE9I-(B2Q28, 2004 'UPDATES/REVISIONS job 9►(p. 0409.9999 DATE By OK'D Drawn By: JEM NOTE: The undersigned and PATRIOT SURVEYING AND MAPPING, INC. make no representotions or guarontees as to the completeness of the informotion reflected hereon pertoining to easements, right- of -woy, set-bock fines, reservations, agreements or other matters of record. This instrument is intended to reflect or set forth only those items shown in the references above. PATRIOT SURVEYING AND MAPPING, INC. did not research the public records for matters affecting the lands shown. This instrument is the property of PATRIOT SURVEYING AND MAPPING, INC. and shallnot be reproduced in whole or in port without written permission of PATRIOT SURVEYING AND MAPPING, INC. 0 Clegg By: MK 5.B. PG. Scale: 1' - 3U FORM 600A -2001 Project Name: Address: City, State: Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I. New construction or existing ?. Single family or multi - family 3. Number of units. if multi - family -f. Number of Bedrooms 5. Is this a worst case? t;. Conditioned floor area (ft') 7. Glass area & type a. Clear glass. default U- factor h. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation h. N/A c. N/A 9. Wall types a. Concrete. Int Insul. Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types (white root) a. Under Attic h. N/A c. N/A 11. Ducts(whitc roof) a. Sup: (inc. Ret: Con. All: Interior h. N/A Florida Department of Community Affairs Residential Whole Building Performance Method A Perez Residence 1167 N.E. 99th. Street Maimi Shores, F133138- Perez 1 Olivieri South Glass /Floor Area: 0.21 R =0.0. I33.5(p) ft _ Addition _ 12. Cooling systems Single family _ a. Central Unit 1 I _ b. N/A No 656 II= c. N/A Single Pane Double Pane _ 137.4 11 0.0 ft' _ 13. Cleating systems 0.0 ft= 0.0 ft" _ a. Electric Strip 0.0tt 0.0 ft' R=20.0. 657.0 fit Sup. R =6.0. 15.0 11 _ I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. , �� PREPARED BY: / J DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER /AGENT: DATE: b. N/A c. N/A 14. Hot water systems R =4.1. 751.2 ft' a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery. Solar I %at pump) Total as -built points: 8907 Total base points: 10074 EnergyGauge® (Version: FLRCSB v3.30) Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 ing f CV -Cross ventilation. le h fan. T -P mn I ermostat. z oling. zo .ating) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 17.8 kBtu/hr _ SEER: 12.00 Cap: 9.9 kBtu/br _ COP: 1.00 Cap: 66.0 gallons _ EF: 0.97 PT. • FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: 1. Neo construction or existing 2. Single family or multi -Tamil) 3. Number of units. if multi - fami■ 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (Ii') 7. Glass area & type a. Clear glass. default 11-factor h. Default tint c. Labeled U or SHGC 8. Floor types a. Slate -On -Grade Edge Insulation h. N/A c. N/A 9. Wall types • a. Concrete. Int Insul. Exterior h. N/A c. N/A d. N/A c. N/A 10. Ceiling types (white roof) a. Under Attic h. N/A c. N/A I I. Ducts(white roof) a. Sup: )Inc. Ret: Con. A11: Interior h. N/A PREPARED BY: DATE: Perez Residence 1167 N.E. 99th. Street Maimi Shores, Fl 33138 - Perez / Olivieri South • Glass /Floor Area: 0.21 Single Pane 137.4 IF 0.0 IF 0.0 ft' I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Addition Single family 1 1 No 656 ft= Double Pane 0.0 ft= 0.0 ft= 0.0 ft= R =0.0. 133.5(p) 11 _ R=4.1. 751.2 ft=' R =20.0. 657.0 11 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. . l Sup. R =6.0. 15.0 11 Total as -built points: 8907 Total base points: 10074 12. Cooling systems a. Central Unit b. N/A c. N/A 13. I leating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A EnergyGauge® (Version: FLRCSB v3.30) Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 c. Conservation credits (HR -Heat recovery. Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan. CV -Cross ventilation. HF -Whole house fan. PT- Programmable Thermostat. MZ- C- Multizone cooling. MZ -H- Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance . with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 17.8 kBtu/hr _ SEER: 12.00 Cap: 9.9 kBtu/hr _ COP: 1.00 Cap: 66.0 gallons _ EF: 0.97 PT. I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 656.0 32.50 3837.6 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: S 2.0 5.6 11.3 66.93 0.77 S 2.0 2.7 5.1 66.93 0.57 E 2.0 5.1 20.0 78.71 0.82 N 1.8 7.3 44.0 36.46 0.94 N 2.0 6.0 57.0 36.46 0.90 137.4 582.2 194.7 1284.0 1508.7 1880.5 5450.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 751.2 2.70 2028.2 751.2 2028.2 Concrete, Int Insul, Exterior As -Built Total: 4.1 751.2 2.32 751.2 1739.0 1739.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type (White Roof) R -Value }Area X SPM X SCM = Points Under Attic Base Total: 657.0 2.80 1839.6 657.0 1839.6 Under Attic As -Built Total: 20.0 657.0 3.60 X 0.55 657.0 1300.9 1300.9 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 133.5(p) -20.0 - 2670.0 Raised 0.0 0.00 0.0 Base Total: - 2670.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 133.5(p -20.00 133.5 - 2670.0 - 2670.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 656.0 18.79 12326.2 656.0 18.79 12326.2 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 BASE AS -BUILT Summer Base Points: 17361.7 Summer As -Built Points: 18146.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 18146.1 1.000 (1.038 x 1.165 x 0.90) 0.284 0.950 5331.5 17361.7 0.4266 7406.5 18146.1 1.00 1.088 0.284 0.950 5331.5 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGaugeTm DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCSB v3.30 ■ BASE I AS -BUILT I GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 656.0 2.36 278.7 Single, Clear S 2.0 5.6 11.3 4.49 1.06 53.8 Single, Clear S 2.0 2.7 5.1 4.49 1.25 28.7 Single, Clear E 2.0 5.1 20.0 4.77 1.04 98.8 Single, Clear N 1.8 7.3 44.0 6.03 0.99 263.2 Single, Clear N 2.0 6.0 57.0 6.03 0.99 339.7 As -Built Total: 137.4 784.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 751.2 1.03 777.5 Exterior 751.2 0.60 450.7 Base Total: 751.2 450.7 As -Built Total: 751.2 777.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 • 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type (White Roof) R -Value Area X WPM X WCM = Points Under Attic 657.0 0.10 65.7 Under Attic 20.0 657.0 0.13 X 1.04 91.5 Base Total: 657.0 65.7 As -Built Total: 657.0 91.5 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 133.5(p) -2.1 -280.3 Slab -On -Grade Edge Insulation 0.0 133.5(p -2.10 -280.3 Raised 0.0 0.00 0.0 Base Total: -280.3 As -Built Total: 133.5 -280.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 656.0 -0.06 -39.4 656.0 -0.06 -39.4 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCSB v3.30 BASE I AS -BUILT Winter Base Points: Total Winter X System = Points Multiplier 475.4 0.6274 475.4 Heating Points 298.3 Winter As -Built Points: Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) 1333.5 1.000 (1.088 x 1.137 x 0.91) 1.000 0.950 1333.5 1.00 1.126 1.000 0.950 1333.5 Heating Points 1426.1 1426.1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGaugeT" DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 AS -BUILT 1 1.00 2149.20 1.00 2149.2 2149.2 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 7406 298 2369 10074 5331 1426 2149 8907 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 66.0 0.97 As -Built Total: 1 1.00 2149.20 1.00 2149.2 2149.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: PASS EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & Doors 606.1.ABC.1.1 , Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD I. New construction or existing 2. Single family or multi- family 3. Number of units. if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete. Int Insul. Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types (white roof) a. Under Attic b. N/A c. N/A 11. Ducts(white root) a. Sup: Unc. Ret: Con. AH: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8 The higher the score, the more efficient the home. Perez / Olivieri, 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- Single Pane 137.4 ft' 0.() tt' 0.0 ft' Addition Single family No 656 ft' Double Pane 0.0 ft' 0.0 ft' 0.0 ft' R =0.0. I33.5(p) ft _ R =4.I. 751.2 ft' 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery. Solar • DHP- Dedicated heat pump) R= 20.0.657.0 ft' _ 15. HVAC credits (CF- Ceiling fan. CV -Cross ventilation. HF -Whole house fan. PT- Programmable Thermostat. MZ- C- Multizone cooling. MZ- H- Multizone heating) Sup. R =6.0, 15.0 ft _ 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 17.8 kBtu/hr _ SEER: 12.00 Cap: 9.9 kBtu/hr _ COP: 1.00 Cap: 66.0 gallons _ EF: 0.97 *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar lM designation), your home may qualifi for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCSB v3.30) PT. BUILDING INPUT.SUMMARY REPORT 1- W 7 0 re a Title: Owner: # of Units: Builder Name: Climate: Permit Office: Jurisdiction #: Perez Residence Perez / Olivieri 1 (blank) South (blank) (blank) Family Type: New /Existing: Bedrooms: Conditioned Area: Total Stories: Worst Case: Rotate Angle: Single Addition 1 656 1 No 180 Address Type: Lot #: Subdivision: Platbook: Street: County: City, St, Zip: Street Address N/A N/A N/A 1167 N.E. 99th. Street Dade Maimi Shores, FI, 33138- Floor Type c�cvuv Slab -On -Grade Edge Insulation R -Val Area/Perimeter Units 0.0 133.5(p) ft 1 Cl) # Ceiling Type (' 1 Under Attic z J W 0 Credit Multipliers: WR R -Val Area Base Area Units 20.0 657.0 ft 657.0 ft' 1 (J) J J # Wail Type Location R -Val Area Units 1 Concrete Block - Int Insul Exterior 4.1 751.2 ft 1 # Panes Tint Omt Area 1 Single Clear N 2 Single Clear N 3 Single Clear W 4 Single Clear S 5 Single Clear S 11.3 ft' 5.1 ft' 20.0 ft' 44.0 ft 57.0 ft OH Length OH Hght Units 2.0 ft 5.6 ft 1 2.0 ft 2.7 ft 1 2.0 ft 5.1 ft 1 1.8 ft 7.3 ft 1 2.0 ft 6.0 ft 1 cc O 0 0 # Door Type Orientation Area Units # System Type Z 1 Central Unit J 0 O 0 Credit Multipliers: PT Efficiency Capacity SEER: 12.00 17.8 kBtu/hr 0 z 1 # System Type Electric Strip 1- W = Credit Multipliers: PT Efficiency Capacity COP: 1.00 9.9 kBtu/hr N 1- 0 ,0 # Location 1 Uncond. Retum Location Cond. Credit Multipliers: WR Air Handler Supply Location R -Val Interior 6.0 • Len Length 15.0 ft re W # System Type EF 1 Electric Resistance 0.97 Cap. Conservation Type Con. EF 66.0 None 0.00 # Use Default? Ci 1 Yes LL W Annual Operating Cost Electric Rate N/A N/A EnergyGauge® (Version: FLRCSB v3.30) 44 es, RESIDENTIAL 040.0 HVAC LOADS Perez / Olivieri Residence HVAC Load Calculations for Loucks Engineering Inc. Prepared By: Loucks Engineering Inc. Wednesday, December 08, 2004 r — -----' Project Report Project Filename: Project Title: Designed By: Project Date: Client Name: Company Name: Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb 47 90 C:\EliteRhvacw\Projects\Perez Rasidanoo.rhv Perez / Olivieri Residence Loucks Engineering Inc. (OS) Friday, December 03, 2004 Loucks Engineering Inc. Loucks Engineeririg Inc. 25 7 1.000 1.000 1.000 1.000 1.000 Outdoor Wet Bulb 0 77 Miami, Florida Low Degrees ft. Indoor Rel.Hum 0 50 . . Total Building Supply CFM: 603 Square ft. of Room Area: 657 Volume (ft of Cond. Space: 6.165 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 11,095 Btuh 13.930 Btuh 2,069 Btuh 15.989 Btuh • ��&� - ~~' Indoor Grains Dry Bulb Difference 72 0 75 55 CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): 0.918 424 5.9 11.095 MBH 87 % 13 Y6 1.33 Tons (BosedOnSensib|e+Laten� ~ . 1.55 Tons (Based On 75% Sensible Capacity) CAE|be\R rezResidonue.rhv Wednesday, December 08, 2004, 1:59 PM Rhvac: Residential iiF Light Commercial:HVAC E LoucksEngineetirig Inc G Forl Lauderdale; FL 33309 { Load Preview Report 15,999 11,095 130 ) 000. `:Sulldil 33 vns, 1 . 5'5 Rei mmen €ed Tins; , Building 657 13,930 2,069 F System, >1.. 1 33` NetTonsr 1::55. Recomrnend� 657 13,930 2,069 15,999 11,095 130 603 603 10x12 657 13,270 586 13,856 9,995 130 603 603 160 2,195 45 2,240 2,830 37 100 100 1-6 149 4,256 442 4,698 1,555 20 194 194 2 -6 138 3,331 39 3,370 2,935 38 151 151 2 -5 210 3,488 59 3,547 2,675 35 159 159 2 -5 System 1 Zone 1 1- Master Bath 2- Master Bedroom 3- Sitting Room 4- Living Room Tors Software Developmenlnc Perez / Ohvien Residence 603 603 C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM Rhvac; Residential :& Light Commercial :HVAC>Loads Loucks >Engineering Inc Fort Lauderdale, FL. 33309. L Total Building Summary Loads Campor #e i 1B-cm: Glazing - Single pane window, fixed sash, clear, metal frame no break 1 B -cb: Glazing - Single pane window, fixed sash, clear, metal frame with break 1A -cb -o: Glazing - Single pane, operable window, clear, metal frame with break 13A -4ocs: Wall - Block, board insulation only, R -4 board insulation, open core, siding finish 16BR -21: Roof /Ceiling -Under attic or knee wall, Unvented Attic with Radiant Barrier, Any Roofing Material, Any Roof Color, R -21 insulation 16A -19: Roof /Ceiling -Under attic or knee wall, Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -19 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 0, Summer CFM: 0 Ventilation: Winter CFM: 40, Summer CFM: 40 Total Building Load Totals: Check fi�utes Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: 8utldtnc�_a _- Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 603 657 6,165 Notes 11,095 Btuh 13,930 Btuh 2,069 Btuh 15,999 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. re a were I»at Sen Total . uan.. e ; Gain: 16.4 462 0 753 753 64 1,712 0 4,548 4,548 57 1,539 0 2,513 2,513 751.2 2,243 0 2,014 2,014 160 176 0 380 380 533 653 0 1,932 1,932 96 2,832 0 0 0 9,617 0 12,140 12,140 2 400 460 860 0 0 0 0 0 0 378 186 670 856 0 0 0 0 1,100 1,483 660 2,143 11,095 2,069 13,930 15,999 CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): 0.918 424 5.9 11.095 MBH 87 % 13 % 1.33 Tons (Based On Sensible + Latent) 1.55 Tons (Based On 75% Sensible Capacity) C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM :Fthvac? 09titf:ammerciat HVAC t :ads Loucks Engineering Inc Fort.Leuderdaie;:: FL. 33309` System 1 Ahu #1 Summary Loads (Peak Method) — 6111 n #3 1 B -cm: Glazing - Single pane window, fixed sash, clear, metal frame no break 1 B -cb: Glazing - Single pane window, fixed sash, clear, metal frame with break 1A -cb -o: Glazing - Single pane, operable window, clear, metal frame with break 13A -4ocs: Wall - Block, board insulation only, R -4 board insulation, open core, siding finish 16BR -21: Roof /Ceiling -Under attic or knee wall, Unvented Attic with Radiant Barrier, Any Roofing Material, Any Roof Color, R -21 insulation 16A -19: Roof /Ceiling -Under attic or knee wall, Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -19 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 0, Summer CFM: 0 Ventilation: Winter CFM: 40, Summer CFM: 40 System 1 Ahu #1 Load Totals: • Check Fig ores.:; . Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Systern- oads • Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 603 CFM Per Square ft.: 657 Square ft. Per Ton: 6,165 Air Turnover Rate (per hour): 11,095 Btuh 13,930 Btuh 2,069 Btuh 15,999 Btuh Be sure to select a unit that meets both sensible and latent loads. 64 57 751.2 160 533 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. ile Sott*are DeVetoptnent; tsic >:' Perez / Olwier Residence': Pages' 462 0 753 753 1,712 0 4,548 4,548 1,539 0 2,513 2,513 2,243 0 2,014 2,014 176 0 380 380 653 0 1,932 1,932 96 2,832 0 0 9,617 0 12,140 12,140 2 400 460 860 0 0 0 0 0 0 378 186 670 856 0 0 0 0 1,100 1,483 660 2,143 11,095 2,069 13,930 15,999 0.918 424 5.9 11.095 MBH 87 ok 13 % 1.33 Tons (Based On Sensible + Latent) 1.55 Tons (Based On 75% Sensible Capacity) C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM . Rhvac - .Residential I..1 ht Commercial HVAC >A.vads Loucks Engrneeru g fnc :: Fort a iderdale<EL:.33309: r System 1, Zone 1 Summary Loads (Peak Method) Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 0, Summer CFM: 0 System 1, Zone 1 Load Totals: Cheok f�ures` Supply CFM: Square ft. of Room Area: Volume (ft') of Cond. Space: Zone .[roads T • Total Heating Required: Total Sensible Gain: Total Latent Gain: Total Cooling Required: C:ripaier Desch tlon 1B-cm: Glazing - Single pane window, fixed sash, clear, metal frame no break 1 B -cb: Glazing - Single pane window, fixed sash, clear, metal frame with break 1A -cb -o: Glazing - Single pane, operable window, clear, metal frame with break 13A -4ocs: Wall - Block, board insulation only, R -4 board insulation, open core, siding finish 16BR -21: Roof /Ceiling -Under attic or knee wall, Unvented Attic with Radiant Barrier, Any Roofing Material, Any Roof Color, R -21 insulation 16A -19: Roof /Ceiling -Under attic or knee wall, Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -19 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil 603 657 6,165 9,995 Btuh 13,270 Btuh 586 Btuh 13,856 Btuh • N o te s T Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. e Software t3evetoamerrtlfC E'erez 1 t�lnt�en Res►denc�' i F?age 5 64 1,712 0 4,548 57 1,539 0 2,513 751.2 2,243 0 2,014 160 176 0 380 380 533 653 0 1,932 1,932 4,548 2,513 2,014 96 2,832 0 0 0 9,617 0 12,140 12,140 2 400 460 860 0 0 0 0 0 0 378 186 670 856 0 0 9,995 586 13,270 13,856 CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): 0 0 0.918 541 5.9 9.995 MBH 96 % 4 % 1.15 Tons (Based On Sensible + Latent) 1.22 Tons (Based On 75% Sensible Capacity) C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM Rhvac = Residential S light Coinmercial HVAC•40ads Loucks Engineering In Fort Lauderdale,L 33309: Detailed Room Loads - Room 1 - Master Bath (Peak Method) e �e Q n ral .:'> .... .............. Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Room Totals: Htg. & clg. 160.0 ft. 1.0 ft. 160.0 sq.ft. 7.5 ft. 1,200.0 cu.ft. 1 100 CFM 6 in. 508 ft. /min. 0.100 in.wg. /100 ft. 0.166 in.wg. /100 ft. ;Item Description Quantity W - Wall -13A -4ocs 15.5 X 8 124 0.143 3.6 N - Wall-13A -4ocs 12.5 X 9 96.1 0.143 3.6 i N -Part--1°/0°-13A-4ocs 15.5 X 8 124 0.143 0.0 N -GIs-1B-cm shgc -0.78 100 %S 11.2 1.130 28.3 N -GIs-1B-cm shgc -0.78 100 %S (2) 5.1 1.130 28.3 UP- Ceil- 16BR -21 160 X 1 160 0.044 1.1 ' Floor- 22A -pm 44 ft..Per. 44 1.180 29.5 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 3.7 2.2 0 2.2 318 46.0 144 46.1 176 2.4 1,298 0.0 443 344 • 80 ftware.Developmsnt, lnc: erez Qlro.en Residence lugs 7 1 1 100 CFM 5.0 AC /hr 0 CFM 11 CFM 11 % 7 CFM 7 % 0 CFM 0 CFM •Seri i pain 0 463 0 213 0 275 0 517 0 236 0 380 0 0 1 Subtotals for Structure: 2,723 0 2,084 Infil.: Win.: 0.0, Sum.: 0.0 361 0.000 0 0.000 0 0 Ductwork:, 0.039 107 0.053 45 111 2,830 45 2,195 C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM Fort :EL 33309: Detailed Room Loads - Room 2 - Master Bedroom (Peak Method) General Calculation Mode: Htg. & clg. Room Length: 148.5 ft. Room Width: 1.0 ft. Area: 149.0 sq.ft. Ceiling Height: 10.0 ft. Volume: 1,485.0 cu.ft. Number of Registers: 2 Runout Air: 97 CFM Runout Duct Size: 6 in. Runout Air Velocity: 493 ft./min. Design Loss: 0.100 in.wg./100 ft. Actual Loss: 0.156 in.wg./100 ft. tem Area Descpon : Quaritity Value W -Wall-13A-4ocs 13.5 X 8 88 0.143 W -Gls-1B-cb shgc-0.78 14%S (2) 20 1.070 UP-Ceil-16A-19 14 X 13.5 189 0.049 Floor-22A-pm 14 ft..Per. 14 1.180 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 108 Ductwork: People: 200 Iat/per, 230 sen/per: 2 Room Totals: Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer 'Mil.: 3.6 26.8 1.2 29.5 315 3.7 536 128.4 232 3.6 413 0.0 1,496 0.000 0 0.000 0.039 59 0.053 1,555 e.aothvare:Deveiopment Inc. ' 1 1 1 194 CFM 7.8 AC/hr 0 CFM 6 CFM 3% 13 CFM 7% 0 CFM 0 CFM Sen . . . .a 0 328 0 2,568 0 685 0 0 0 0 42 400 3,581 0 215 460 442 4,256 C:\Elite\Rhvacw\Projects\Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM {Detailed Room Loads - Room 3 - Sitting eraI Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Room (Peak Method) item 7777 Descipi tion: W -Wall-13A-4ocs 13.5 X 8 S -Wall-13A-4ocs 12 X 10 S -GIs-1 B-cb shgc-0.78 100%S UP-CeiI-16A-19 14 X 13 Floor-22A-pm 26 ft..Per. Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: Room Totals: Htg. & clg. 138.0 ft. 1.0 ft. 138.0 sq.ft. 10.0 ft. 1,380.0 cu.ft. 2 76 5 555 0.100 0.254 CFM in. ft./min. in.wg./100 ft• in.wg./100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: . ... 108 76 44 182 26 0.143 0.143 1.070 0.049 1.180 3.6 386 3.7 3.6 272 1.6 26.8 1,176 45.0 1.2 223 3.6 29.5 767 0.0 2,824 228 0.000 0 0.000 0.039 111 0.053 2,935 • er#i: tOiivieri:Reacterice 1 1 1 151 CFM 6.6 AC/hr 0 CFM 12 CFM 8% 10 CFM 7% 0 CFM 0 CFM 0 0 39 39 3,163 0 168 3,331 C:\Elite\Rhvacw\Projects\Perez Residence.rhv Wednesday, December 08, 2004. 1:59 PM I ri Rhvac. = ResidentiaF& 1:ighf Commercial:HVAC:l o Loucks Eng�neeririg Inc • ; Fort Lauderdale ; ":F 33309 Detailed Room Loads - Room 4 - Living Room (Peak Method) Room Totals: Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: •tterri7 S - WaII -13A -4ocs 12 X 16 S - GIs- 1A -cb -o shgc -0.75 100 %S UP- Ceil- 16A -19 12 X 13.5 Floor- 22A -pm 12 ft..Per. Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: Htg. & clg. 210.0 ft. 1.0 ft. 210.0 sq.ft. 10.0 ft. 2,100.0 cu.ft. 2 79 CFM 5 in. 582 ft. /min. 0.100 in.wg. /100 ft. 0.278 in.wg. /100 ft. trant 135 57 162 12 0.143 1.080 0.049 1.180 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 3.6 27.0 1.2 29.5 483 1,539 198 354 2,574 192 0.000 0 0.039 101 2,675 1.6 44.1 3.6 0.0 oitVv EaevgtoDrnent,<lac e* :t Resisiertce 1 1 159 CFM 4.5 AC/hr 0 CFM 11 CFM 7 % 11 CFM 7 % 0 CFM 0 CFM Sen,; 0 212 0 2,513 0 587 0 0 0 3,312 0.000 0 0 0.053 59 176 59 3,488 C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM —Zone 1-- 1 Master Bath 2 Master Bedroom 3 Sitting Room 4 Living Room Ventilation System 1 total System 1 Main Trunk Size: Velocity: Loss per 100 ft.: tgg4ng..: Net Required: Recommended: Equspmett Data Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a Latent Capacity: n/a 1.55 160 2,830 37 1-6 508 2,195 45 100 100 149 1,555 20 2-6 493 4,256 442 194 194 138 2,935 38 2-5 555 3,331 39 151 151 210 2,675 35 2-5 582 3,488 59 159 159 1,100 657 11,095 130 10x12 in. 768 ft./min 0.105 in.wg Heating System 660 1,483 re.. Developm 'Inc.. : Residence. 13,930 2,069 603 603 13,930 13,930 0 Btuh 0 Btuh 2,069 4,643 Cooling System ... : 15,999 18,573 C:\Elite\Rhvacw\Projects\Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM FORM 600A -2001 Project Name: • Address: City, State: Owner: Climate Zone: Not construction or existing Single lama) or multi - Tamil) Number of units. if multi- t;unil) .1. Number of I3edroums Is this a xvorst case.' Conditioned linty arca I It=t Glass area & type a. Clear glass. default 1'- factor h. Default tint c. Labeled U or SFIGC 3. Floort'pes a. Slab -On -Grade Edge Insulation h. \,\ c. \ -;1 y. \\all types u. C'onerete. Int Insul. Exterior c. \',\ d. \: c. 10. Ceiling types (%%hite roof) a. 1 nder Attic h. \:.\ c. \ A 11. Ducts(x%hite roof) a. Sup: t nc. Ret: Con. •\11: Interior h. \.,\ DATE: FLORIDA ENERGY EFFICIENCY CODE .FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Perez Residence 1167 N.E. 99th. Street Maimi Shores, Fl 33138 - Perez / Olivieri South Glass /Floor Area: 0.21 single I'ane 0.0 It= 0.0 ft: Addition Single family 1 No 656 f' Double Pane 0.0 ft' 0.0 ft' 0.0 ft: R =0.0. I33.5(p) ft _ R =20.0. 657.0 ti' Sup. R =6.0. 15.0 11 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this •uil ing, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 12. C'noline systems a. Central Unit Cap: 17.3 kf3twhr _ SEER: 12.00 b. N/A c. N/A 13. I lcating systems a. Electric Strip b. N/A c. N/A 14. Hot %rater systems R =4. I. 751.2 ft= a. Electric Resistance b. N/A - c. Conservat Total as -built points: 8907 Total base points: 10074 (HR -Ileat DHP -Dedi 15. HVAC credi (CF Ceiling fa FIE-Whole ho PT- Programme MZ- C- Multizon ng. MZ -H- Multizonc heating) BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 PASS Review of the plans and specifications covered by this calculation indicates compliance . with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 9.9 k13tu hr _ COP: 1.00 Cap: 66.0 gallons EF: 0.97 PT. FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: 1. New construction or existing Single Iamil) or multi- tamil) .. Number of units. ifmulti- fmiil) I. Number of 13cdrooms 5. Is this a worst case.' 4,. Conditioned fluor arca ( li=t 1 . ( ifa , area LC type a. Clear glass. default 1 (actor h. Default tint c. Labeled t' or SH(iC 3. Fluor 1' pes a. Slah- On- tirade Fdec Insulation h. \ A c. \':\ 4. Wall types J. Cuncrcte. Int Insul. Exterior h. \'.\ c. \',\ d. \:.\ c. \,:\ 10. Ceiling types iw hire root) a. 1 ndcr Attie h. \•,\ c. \ •\ I I . Ducts( '%hitc root) a. Sup: 1 nc. Rct: Con. • \I1: Interior h. \':\ 2. Glass /Floor Area: 0.21 Perez Residence 1167 N.E. 99th. Street Maimi Shores, Fl 33138 - Perez / Olivieri South • ' Ingle I'ane 13 It= 0.1) ft= (1.0 IF I hereby certify that this •uil:ing, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Addition Single fantilh No 656 ti' Double Pane 0.0 ft' 0.0 f' 0.0 ft R =0.0. 133.5(p) ft _ R =20.0. 657.0 ft' I hereby certify that the plans and specifications covered by this calculation are in cote Rance with the Florida Energy Code. — - PREPARED BY: DATE: Sup. R =6.0. 15.0 ft 12. Cowling systems c. N/A a. Central Unit Cap: 17.8 kl3tuihr _ SEER: 12.00 _ b. N/A _ 13. I )eating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems R =4.1. 751.2 ft' a. Electric Resistance b. NIA - c. Conservation credits Total as -built points: 8907 Total base points: 10074 BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 (HR -Heat recover). Solar IMP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan. CV -Cross ventilation. I -Whole house fan. • PT- Programmable Thernwstat. MZ -C- Multizonc cooling. MZ -H- Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance . with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. PT. Cap: 9.4 k8twhr _ COP: 1.00 Cap: 66.0 gallons _ EF: 0.97 I BASE [ AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 656.0 32.50 3837.6 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: S 2.0 5.6 11.3 66.93 0.77 582.2 S 2.0 2.7 5.1 66.93 0.57 194.7 E 2.0 5.1 20.0 78.71 0.82 1284.0 N 1.8 7.3 44.0 36.46 0.94 1508 7 N 2.0 6.0 57.0 36.46 0.90 1880.5 137.4 5450.0 WALL TYPES Area X BPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 751.2 2.70 2028.2 Base Total: 751.2 2028.2 Concrete, Int Insul. Exterior As- BuiltTotal: 1 4.1 751.2 2.32 1739.0 751.2 1739.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 .. CEILING TYPES Area X BSPM = Points Type (White Roof) R -Value - Area X SPM X SCM = Points Under Attic 657.0 2.80 1839.6 Base Total: 657.0 1839.6 Under Attic As -Built Total: 20.0 657.0 3.60 X 0.55 1300.9 657.0 1300.9 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 133.5(p) -20.0 - 2670.0 Raised 0.0 0.00 0.0 Base Total: - 2670.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 133.5(p -20.00 - 2670.0 133.5 - 2670.0 INFILTRATION Area X BSPM = Points Area X SPM = Points I ! 656.0 18.79 12326.2 656.0 18.79 12326.2 f FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 BASE 1 AS -BUILT Summer Base Points: 17361.7 Summer As -Built Points: 18146.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 18146.1 1.000 (1.038 x 1.165 x 0.90) 0.284 0.950 5331.5 17361.7 0.4266 7406.5 18146.1 1.00 1.088 0.284 0..950 5331.5 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shcres, FI, 33138- PERMIT #: EnergyGauge DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCSB v3.30 • BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Points .18 656.0 2.36 278.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: S 2.0 5.6 11.3 4.49 1.06 S 2.0 2.7 5.1 4.49 1.25 E 2.0 5.1 20.0 4.77 1.04 N 1.8 7.3 44.0 6.03 0.99 N 2.0 6.0 57.0 6.03 0.99 137.4 53.8 28.7 98 8 263.2 339.7 784.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 751.2 0.60 450.7 751.2 450.7 Concrete, Int Insul, Exterior As -Built Total: 4.1 751.2 1.03 751.2 777.5 777.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type (White Roof) R -Value Area X WPM X WCM = Points Under Attic Base Total: 657.0 0.10 65.7 657.0 65.7 Under Attic As -Built Total: 20.0 657.0 0.13 X 1.04 657.0 91.5 91.5 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 133.5(p) -2.1 -280.3 0.0 0.00 0.0 -280.3 Slab -On -Grade Edge Insulation As -Built Total: 0.0 133.5(p -2.10 133.5 -280.3 -280.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 656.0 -0.06 -39.4 656.0 -0.06 -39.4 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCSB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 BASE AS -BUILT Winter Base Points: Total Winter X System = Points Multiplier 475.4 0.6274 475.4 Heating Points 298.3 Winter As -Built Points: Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) 1333.5 1.000 (1.088 x 1.137 x 0.91) 1.000 0.950 1333.5 1.00 1.126 1.000 0.950 1333.5 Heating Points 1426.1 1426.1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 AS -BUILT 1 1.00 2149.20 1.00 2149.2 2149.2 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 7406. 298 2369 10074 5331 1426 2149 8907 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 66.0 0.97 As -Built Total: 1 1.00 2149.20 1.00 2149.2 2149.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 FORM 600A -2001 I ADDRESS: 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Code Compliance Checklist Residential Whole Building Performance Method A - Details Recessed Lighting Fixtures Multi -story Houses Additional Infiltration reqts SECTION REQUIREMENTS FOR EACH PRACTICE 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall: foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is seated to, the foundation to the top plate. 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter. penetrations and seams. 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. 606 1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated. installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. 606.1.ABC.1.3 Exhaust fans vented to outdoors. dampers: combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) CHECK COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1. 602.1 REQUIREMENTS Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts. fittings, mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK EnergyGaugeTM DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD I. Ne % construction or existing 2. Single family or multi - family 3. Number of units. if multi - famil 4. Number of Bedrooms 5. Is this a V. orst case? 6. Conditioned floor area HI') Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete. Int Instil. Exterior h. N/A c. N/A d. N/A e. N/A 10. Ceiling types (white roof) a. Under .Attic h. N/A c. N/A I I. Ducts(white root) a. Sup: Unc. Ret: Con. AH: Interior h. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8 The higher the score, the more efficient the home. Perez / Olivieri, 1167 N.E. 99th. Street, Maimi Shores, FI, 33138- Single Pane 137.4 It' 0.0 IF 0.0 ft= Addition Single family No 656 11 Double Pane 0.0 ft' 0.0 ft= 0.0 ft' R =0.0. 133.5(p) ft _ R =4. I. 75 1.2 It= (HR -Heat recovery. Solar DI IP- Dedicated heat pump) R =20.0. 657.0 ft= _ 15. HVAC credits (CF- Ceiling fan. CV -Cros }ventilation. HF -Whole house fan. PT- Programmable Thermostat. MZ-C-Multizone cooling. MI. -H- Multizone heating) Sup. R =6.0. 15.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot eater systems a. Electric Resistance b. N/A c. Conservation credits I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise. a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 17.8 kBtu /hr _ SEER: 12.00 Cap: 9.9 kBtuihr _ COP: 1.00 Cap: 66.0 gallons _ EF: 0.97 *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualh' for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCSB v3.30) PT. BUILDING INPUT,SUMMARY REPORT H 0 W 0 re a Title: Owner: # of Units: Builder Name: Climate: Permit Office: Jurisdiction #: Perez Residence Perez / Olivieri 1 (blank) South (blank) (blank) Family Type: New /Existing: Bedrooms: Conditioned Area: Total Stories: Worst Case: Rotate Angle: Single Addition 1 656 1 No 180 Address Type: Lot #: Subdivision: Platbook: Street: County: City, St, Zip: Street Address N/A N/A N/A 1167 N.E. 99th. Street Dade Maimi Shores, FI, 33138- c.rcuUu U) # Floor Type R -Val O 1 Slab -On -Grade Edge Insulation 0.0 0 J LL Area /Perimeter Units 133.5(p) ft 1 t„ # Ceiling Type (' 1 Under Attic z _ J W 0 Credit Multipliers: WR R -Val Area Base Area Units 20 0 657.0 ft' 657.0 ft' 1 # Wall Type Location R -Val Area Units 1 Concrete Block - Int Insul Exterior 4.1 751.2 ft 1 J J N 0 0 # Panes Tint Omt Area 1 Single Clear N 2 Single Clear N 3 Single Clear W 4 Single Clear S 5 Single Clear S 11.3 ft' 5.1 ft' 20.0 ft' 44.0 ft 57.0 ft' OH Length 2.0 ft 2.0 ft 2.0 ft 1.8 ft 2.0 ft OH Hght Unita 5.6 ft 1 2.7 ft 1 5.1 ft 1 7.3 ft 1 6.0 ft 1 0) 0 0 0 # Door Type Orientation Area Units O # System Type • 1 Central Unit J 0 0 O Credit Multipliers: PT Efficiency Capacity SEER: 12.00 17.8 kBtu /hr O # System Type • 1 Electric Strip H W Credit Multipliers: PT Efficiency Capacity COP: 1.00 9.9 kBtu /hr t) f- 0 .0 # Supply Return Location Location 1 Uncond. Cond. Credit Multipliers: WR Air Handler Location Intenor R V 6.0 Supply Length ft re W 1- System Type EF Electric Resistance 0. Cap. Conservation Type Con. EF 66.0 None 0.00 # Use Default? Annual Operating Cost Electric Rate ri 1 Yes N/A N/A LL W re EnergyGauge® (Version: FLRCSB v3.30) Perez / Olivieri Residence HVAC Load Calculations for Loucks Engineering Inc. r*, RESIDENTIAL. .. HVAC LOADS Prepared By: Loucks Engineering Inc. Wednesday, December 08, 2004 Rhvac - Residential & Light Commercial HVAC Loads Loucks Engineering Inc. Fort Lauderdale FL 33309 Project Report General Project:lnformation: ;•_ Project Filename: Project Title: Designed By: Project Date: Client Name: Company Name: Design. Data Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft') of Cond. Space: Buildin Loads — Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: Notes C: \Elite \Rhvacw \Projects \Perez Residence.rhv Perez / Olivieri Residence Loucks Engineering Inc. (OS) Friday, December 03, 2004 Loucks Engineering Inc. Loucks Engineering Inc. 603 657 6,165 Miami, Florida Low 25 Degrees 7 ft. 1.000 1.000 1.000 1.000 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 47 0 0 72 0 Summer: 90 77 50 75 55 11,095 Btuh 13,930 Btuh 2,069 Btuh 15,999 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): Elite Software Development, Inc. Perez / Olivieri Residence Page 2 0.918 424 5.9 11.095 MBH 87 % 13 % 1.33 Tons (Based On Sensible + Latent) 1.55 Tons (Based On 75% Sensible Capacity) C:1Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08. 2004, 1:59 PM Rhvac - Residential & Light Commercial HVAC Loads Loucks Engineering Inc. Fort Lauderdale, FL_ 33309_ _ • Load Preview Report f Building: 1:33 Net. Tons, 1.55 Recommended Tons, 424.ft ?fTon, 11.09 MBH Heating Building 657 13,930 2,069 15,999 11,095 System 1: 1.33 Net Tons. 1.55 Recommended: Tons 424 ft?/Ton, 11.09 MBH Heating System 1 657 13,930 2,069 15,999 11,095 130 603 603 Zone 1 657 13,270 586 13,856 9,995 130 603 603 1- Master Bath 160 2,195 45 2,240 2,830 37 100 100 1 -6 2- Master Bedroom 149 4,256 442 4,698 1,555 20 194 194 2 -6 3- Sitting Room 138 3,331 39 3,370 2,935 38 151 151 2 -5 4- Living Room 210 3,488 59 3,547 2,675 35 159 159 2 -5 Elite Software Development, Inc. Perez / Olivieri Residence Page 3 130 603 603 10x12 C:1EIite\Rhvacw\Projects\Perez Residence.rhv Wednesday, December 08. 2004, 1:59 PM Rhvac - Residential & Light Commercial HVAC Loads Loucks Engineering Inc. Fort Lauderdale, FL 33309 • Total Building Summary Loads Component Description 1B-cm: Glazing Single pane window, fixed sash, clear, metal frame no break 1 B -cb: Glazing - Single pane window, fixed sash, clear, metal frame with break 1A -cb -o: Glazing - Single pane, operable window, clear, metal frame with break 13A -4ocs: Wall - Block, board insulation only, R -4 board insulation, open core, siding finish 16BR -21: Roof /Ceiling -Under attic or knee wall, Unvented Attic with Radiant Barrier, Any Roofing Material, Any Roof Color, R -21 insulation 16A -19: Roof /Ceiling -Under attic or knee wall, Unvented Attic. No Radiant Barrier, Any Roofing Material, Any Roof Color, R -19 insulation 22A -pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 0, Summer CFM: 0 Ventilation: Winter CFM: 40, Summer CFM: 40 Total Building Load Totals: Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft') of Cond. Space: Building Loads Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 603 657 6,165 11,095 Btuh 13,930 Btuh 2,069 Btuh 15,999 Btuh Area uan 16.4 11.095 MBH Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. Sen. Lat Loss Gain 462 0 64 1,712 0 57 1,539 0 751.2 2,243 0 160 176 0 533 653 0 96 2,832 0 9,617 0 12,140 12,140 2 400 460 860 0 0 0 0 0 0 378 0 1,100 11,095 CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): 1 Elite Software Development, Inc. Perez / Olivieri Residence Page 4 Total aut .Gain 753 4,548 2,513 2,014 380 1,932 753 4,548 2,513 2,014 380 1,932 0 670 856 0 0 660 2,143 186 0 1,483 2,069 13,930 15.999 • 0.918 424 5.9 87 % 13 % 1.33 Tons (Based On Sensible + Latent) 1.55 Tons (Based On 75% Sensible Capacity) C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004. 1:59 PM 0 Rhvac - Residential & Light Commercial HVAC.Loads Loucks Engineering Inc. Fort Lauderdale, FL 33309 System 1 Ahu #1 Summary Loads (Peak Method) Component .Description 1B-cm: Glazing - Single pane window, fixed sash, clear, metal frame no break 1B-cb: Glazing - Single pane window, fixed sash, clear, metal frame with break 1A -cb -o: Glazing - Single pane, operable window, clear, metal frame with break 13A -4ocs: Wall - Block, board insulation only, R -4 board insulation, open core, siding finish 16BR -21: Roof /Ceiling -Under attic or knee wall, Unvented Attic with Radiant Barrier. Any Roofing Material, Any Roof Color, R -21 insulation 16A -19: Roof /Ceiling -Under attic or knee wall. Unvented Attic, No Radiant Barrier: Any Roofing Material, Any Roof Color, R -19 insulation 22A -pm: Floor -Slab on grade. No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 0. Summer CFM: 0 Ventilation: Winter CFM: 40. Summer CFM: 40 System 1 Ahu #1 Load Totals: Check Figures Supply CFM: 603 CFM Per Square ft.: 0.918 Square ft. of Room Area: 657 Square ft. Per Ton: 424 Volume (ft') of Cond. Space: 6,165 Air Turnover Rate (per hour): 5.9 System Loads Total Heating Required With Outside Air: 11,095 Btuh Total Sensible Gain: 13,930 Btuh Total Latent Gain: 2,069 Btuh Total Cooling Required With Outside Air: 15,999 Btuh Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. ..Area Zen';: {luau 16.4 462 0 Elite Software Development, Inc. i Perez / Olivieri Residence Page 5 Lat. Zen . Total Gann Gain Gain 0 753 753 0 64 1,712 4,548 4,548 57 1,539 0 2,513 2,513 751.2 2,243 0 2,014 2,014 160 176 0 380 380 533 653 0 1.932 1,932 96 2,832 0 0 0 9,617 0 12,140 12,140 2 400 460 860 0 0 0 0 0 0 378 186 670 856 0 0 0 1,100 1,483 660 2,143 11,095 2,069 13,930 15,999 11.095 MBH 87 % 13 % 1.33 Tons (Based On Sensible + Latent) 1.55 Tons (Based On 75% Sensible Capacity) C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004. 1:59 PM Rhvac - Resideintial & Light Commercial HVAC Loads Loucks Engineering Inc, . ; Fort Lauderdale, FL 33309 System 1, Zone 1 Summary Loads (Peak Method Component :Ares Seri Description! Quart Loss 1B-cm: Glazing - Single pane window, fixed sash, dear, 16.4 metal frame no break 1B-cb: Glazing - Single pane window, fixed sash, clear, metal frame with break 1A -cb -o: Glazing - Single pane, operable window, clear, metal frame with break 13A -4ocs: Wall - Block, board insulation only, R -4 board insulation, open core, siding finish 16BR -21: Roof /Ceiling -Under attic or knee wall, Unvented Attic with Radiant Barrier, Any Roofing Material, Any Roof Color, R -21 insulation 16A -19: Roof /Ceiling -Under attic or knee wall, Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -19 insulation 22A -pm: Floor -Slab on grade, No edge insulation. no insulation below floor, any floor cover, passive, heavy _dry or light wet soil Subtotals for structure: 9,617 0 12,140 12,140 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 378 186 670 856 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1, Zone 1 Load Totals: Total Heating Required: Total Sensible Gain: Total Latent Gain: Total Cooling Required: 9,995 Btuh 13,270 Btuh 586 Btuh 13,856 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 462 64 1,712 0 57 1,539 0 751.2 2,243 0 160 176 0 533 653 0 96 2,832 0 Elite Software Development, Inc. Perez / Olivieri Residence Page 6 Total: ':Gaut 753 4,548 4,548 2,513 2.513 2,014 2,014 380 380 1,932 1,932 0 0 9,995 586 13,270 13.856 Check Fures Suppl CFM: 603 CFM Per Square ft.: 0.918 Square ft. of Room Area: 657 Square ft. Per Ton: 541 Volume (ft') of Cond. Space: 6,165 Air Turnover Rate (per hour): 5.9 Zone Loads 9.995 MBH 96 % 4 % 1.15 Tons (Based On Sensible + Latent) 1.22 Tons (Based On 75% Sensible Capacity) C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004. 1:59 PM Rhvac - Residential & Light Commercial HVAC Loads Loucks Engineering Inc. Fort FL 33309 Detailed Room Loads - Room 1 - Master Bath (Peak Method) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Item Description W - Wall -13A -4ocs 15.5 X 8 N - Wall-13A -4ocs 12.5 X 9 N - Part- -1 °/0 ° -13A -4ocs 15.5 X 8 N -GIs-1B-cm shgc -0.78 100 %S N -GIs-1B-cm shgc -0.78 100 %S (2) UP- Ceil- 16BR -21 160 X 1 Floor- 22A -pm 44 ft..Per. Subtotals for Structure: Infil.: Win.: 0.0. Sum.: 0.0 Ductwork:. Room Totals: ■ Htg. & clg. 160.0 1.0 160.0 7.5 1,200.0 1 100 6 508 0.100 0.166 Area Quantity 124 96.1 124 11.2 5.1 160 44 ft. ft. sq.ft. ft. cu.ft. CFM in. ft. /min. in.wg. /100 ft. in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: U ~: Sen Value HTM Loss 0.143 3.6 443 0.143 3.6 344 0.143 0.0 1.130 28.3 318 1.130 28.3 144 0.044 1.1 176 1.180 29.5 1,298 0 2,830 • Elite Software Development, Inc. Perez/ Olivieri Residence Pape 7 CIg HTM 3.7 2.2 2.2 46.0 46.1 2.4 0.0 2,723 361 0.000 0 0.000 0.039 107 0.053 1 1 100 CFM 5.0 AC /hr 0 CFM 11 CFM 11 % 7 CFM 7 % 0 CFM 0 CFM Lat Gain. 0 0 0 0 0 0 0 Sen Gain 463 213 275 517 236 380 0 0 2,084 0 0 45 111 45 2,195 C:\Elite\Rhvacw\Projects\Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM • Pitt vac - Residential 84 Light Commercial HVAC Loads : Loucks Engineering Inc. ; Fort Lauderdale. FL 33309 Detailed Room Loads - Room 2 - Master Bedroom (Peak Method) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 108 Ductwork: People: 200 lat/per, 230 sen /per: 2 Room Totals: Htg. & clg. 148.5 ft. 1.0 ft. 149.0 sq.ft. 10.0 ft. 1,485.0 cu.ft. 2 97 CFM 6 in. 493 ft. /min. 0.100 in.wg. /100 ft. 0.156 in.wg. /100 ft. item Area -t,f - tg; Seri Gig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W- Wall -13A -flocs 13.5 X 8 88 0.143 3.6 315 3.7 0 328 W -GIs -1 B -cb shgc -0.78 14 %S (2) 20 1.070 26.8 536 128.4 0 2,568 UP- CeiI- 16A -19 14 X 13.5 189 0.049 1.2 232 3.6 0 685 Floor- 22A -pm 14 ft..Per. 14 1.180 29.5 413 0.0 0 0 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infii.: 1,496 0 3,581 0.000 0 0.000 0 0 0.039 59 0.053 42 215 400 460 1,555 442 4,256 Elite Software Development, Inc. Perez / Olivieri Residence Pape 8I 1 1 194 CFM 7.8 AC /hr 0 CFM 6 CFM 3 % 13 CFM 7 % 0 CFM 0 CFM c:: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM Rhvac - Residential & Light Commercial HVAC,Loads Loucks. Engineering. Inc. Fort Lauderdale FL 33309 Detailed Room Loads - Room 3 - Sitting Room (Peak Method General:: >» Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 138.0 ft. 1.0 ft. 138.0 sq.ft. 10.0 ft. 1,380.0 cu.ft. 2 76 CFM 5 in. 555 ft. /min. 0.100 in.wg. /100 ft. 0.254 in.wg. /100 ft. Item Area Desc_ption Quantity .. Value W - Wall-13A -4ocs 13.5 X 8 108 0.143 S - Wall -13A -4ocs 12 X 10 76 0.143 S -GIs -1 B -cb shgc -0.78 100 %S 44 1.070 UP- Ceii- 16A -19 14 X 13 182 0.049 Floor- 22A -pm 26 ft..Per. —. 26 1.180 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 228 0.000 Ductwork: Room Totals: Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 3.6 3.6 26.8 1.2 29.5 0.039 Sen • Clg.;? oss HT M 386 3.7 272 1.6 1,176 45.0 223 3.6 767 0.0 2,824 0 0.000 111 0.053 2,935 Elite Software Development, Inc, Perez / Olivier' Residence Page 9 1 1 151 CFM 6.6 AC /hr 0 CFM 12 CFM 8 % 10 CFM 7 % 0 CFM 0 CFM Lat Sen ain Gain 0 403 0 120 0 1,980 0 660 0 0 0 3,163 0 0 39 168 39 3,331 C:1EIite \Rhvacw \Projects\Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM Rhvac - Residential & Light Commercial HVAC Loads Loucks Engineering Inc. Fort Lauderdale; FL 33309 :: ` Detailed Room Loads - Room 4 - Living Room (Peak Method General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: item Descnption .' Room Totals: S - WaII- 13A -4ocs 12 X 16 S - GIs- 1A -cb-o shgc -0.75 100 %S UP- CeiI- 16A -19 12 X 13.5 Floor- 22A -pm 12 ft..Per. Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: Htg. & clg. 210.0 ft. 1.0 ft. 210.0 sq.ft. 10.0 ft. 2,100.0 cu.ft. 2 79 CFM 5 in. 582 ft. /min. 0.100 in.wg. /100 ft. 0.278 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: :Elite SOttware Development, Inc. Perez.1 Clivieri Residence Page 10; 1 1 159 CFM 4.5 AC/hr 0 CFM 11 CFM 7 % 11 CFM 7 % 0 CFM 0 CFM Area rt1» Htg.:> ; Sen. ;?C!g Lai Sen Quantity slue <: Loss fTM >.... Galn Gain 135 0.143 3.6 483 1.6 0 212 57 1.080 27.0 1,539 44.1 0 2,513 162 0.049 1.2 198 3.6 0 587 12 1.180 29.5 354 0.0 0 0 2,574 0 3,312 192 0.000 0 0.000 0 0 0.039 101 0.053 59 176 2,675 59 3,488 C: \Elite \Rhvacw \Projects \Perez Residence.rhv Wednesday, December 08, 2004, 1:59 PM Rhvac - Residential & Light Commercial HVAC L Loucks ,Engineering Ine • [ Fort Lauderdale. FL 33309 . ` System 1 Room Load Summary 00 o: Name: —Zone 1 -- 1 Master Bath 2 Master Bedroom 3 Sitting Room 4 Living Room Ventilation 160 2,830 149 1,555 138 2,935 210 2,675 1,100 System 1 total 657 11,095 130 13,930 2,069 603 603 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: T Cooling System Surnm 10x12 in. 768 ft. /min 0.105 in.wg ooIing Sensible/ at Tons _ Net Required: 1.33 87% / 13% Recommended: 1.55 75% / 25% Type: Model: Brand: Efficiency. Sound: Capacity: Sensible Capacity: n/a Latent Capacity: n/a C: \Elite \Rhvacw \Projects \Perez Residence.rhv Heating System 0 Btuh 0 Btuh • 37 1-6 508 2,195 45 100 20 2-6 493 4,256 442 194 38 2 -5 555 3,331 39 151 35 2 -5 582 3,488 59 159 660 1,483 2,069 4,643 100 194 151 159 Total Btuh 15,999 18,573 Equipment: Data Cooling System Wednesday, December 08, 2004, 1:59 PM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 PAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dade County) and/ur the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 though 12 of 12, dated 12/17/02 with revision C dated 7 /10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOTES: LARGE MISSILE WINDOWS 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 .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/18' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER 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 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F 4. F. FOR } 'XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX' & "XO" OR 'Or CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLMS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED JTE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/18" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 T'MT x o x 0 x CONFIGURATIONS OPTIONS 1 x 3 x 0 x x O x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED as ceripbltg »in w fluids Raiding Code Acceptance No do. DM 7/r a% Aiwa M F.K liwOYr' F.K Read le Dorn OT: F.K. 3,17903 Da": 3,2!103 DY.: 12/17/02 Aiwa": A Ai."brr 8 C t7"o.der REVISE ANCHORAGE NOTE 4 ADD t3/16" 1.G. & MOVE GLAZING DETAILS 7O MEET 2 NO CHANGE THIS SHEET Cow 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. 80X 1529 NOK0111S, Ft 34274 Visibly Better NOTES AND TABLE OF CONTENTS TRW ALUMINUM CASEMENT WINDOW, IMPACT wwW."..e CA.740 mw. NTS awe I t. 1 a 12 I 7045 -8 Lucas A. Turret, P.E. PE 11582111 Mechanical -- .090 SOLUTIA OR DUPONT PV6 INNER LAYER 1/8" ANNEALED GLASS Imo— 1/8" HEAT STRENGTHENED GLASS 00 .65" NOM. GLASS BITE 00 .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS l 7/16" LAMINATED GLAZING DETAL 3/16" HEAT f-- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 1 .65" NOM. GLASS BITE 3/8" AIR SPACE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as complying 0,1114 the FWWg Bolding Code Acccpie tee No F.K. F.K. Rated /V Dram ay F.K. tm. 3'251D3 Daft 7/10.W Delia O3/25v03 arm: 8 O rendslonr Created REDRAW GLAZING DETAILS 11 ADO 13/ne. G. NO CHANGE THIS SHEET Or: 1070 TECNNOLOOY DRIVE NOKOMIS, FL 34275 PO. 80X 1120 NOKOMIS. FL 34274 r_ Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT S"rmvs I Sow I aAms CA-745 NTS 2 s 12 7045 -8 Iftv c Lucas A Turner, P.E. PE 458201 Malrenicai f - 1 1/2" CENTERLINE t 1 1/2" —' ■ MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL "-\ TYP. (2) 13" MAX. O.C. i 4" MAX. 4" MAX. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. r MEETING RAIL DETAIL (SEE SHT. 1 NOM 4) ANCHOR LOCATION TYP. 134" MAX. WIDTH 30' MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING O 13" MAX O.C. 60" MAX. FIXED 4 0, DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7' —4" MAX. 13" MAX. O.C. ELEVATION "A" - 83" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) 4" MAX. 30" MAX. — DAYLIGHT ; OPENING 4" MAX. -- 141 /2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 63" MAX HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING I- / I--- -- I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED ss rumpIyiNgwI*h the Florid. Mika Corte Accepnere Na E Date M Div • hodoet '",r• • 2 final er F.K mow tx, F.K Kowa,. F.K. n... F.K. maw 9/17.7,7 rms. 3/23 12/17/02 A WNtlenw 6 tip" C CM.I"N M REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS mr: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1529 NOK0MIS, FL 34274 Visibly Bluer B e..p.e: " XX " & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT I NTS 1 3 " 12 Inman 7045 -8 Lucas A. Turns. P.E. PE #58201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT OP ING 65" MAX. DAYLIGHT OPEN ING 14 1/2" 4" MAX. 1 MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY Lel HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX O.C. ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72" MAX. HEIGHT 4" MAX SEE MID -SPAN ANCHOR DETAL SHT. 3 TYP. (2) 4" MAX. _ 141/2" 4" MAX. MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 37" MAX. WIDTH 30" MAX. DAYLIGHT OP NING 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1 I I ��I -13" MAX. O.C. 4" MAX. L— 37° MAX. VENT 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 1 60" MAX. WIDTH 53' MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. —I L ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 1 -.--0- 1 -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVAT ON 'F" - 63" HIGH "XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-8 FOR PRESSURES) 58" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED tenpiylag with the Pleelet Raiding Cod" Acceptance No 'ration Data • " ►rts : %4 By Mau tnduf Cntttl' 7I(D /03 M F.K. lined op F.K. Nowa Ms F.K. Damn 9r F.K. beer 3/17113 caw Y25/03 Oak 7nab3 D"r 12/17/02 A Re: B n ""rb c REVISE ANCHORAGE' CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 FLANGE LOCATION NOTES ar�0er: I F.K 1070 TECHNOLOGY OWE NOKOMMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 Visibly Bearer edr "X ", "O "XO" & "OX" ELEVATIONS 7- ALUMINUM CASEMENT WINDOW, IMPACT r•uw.r CA•740 Salt I .t NTS 4 w 12 7045 -8 Lucas A. Tamer, P.E. PE 958201 Mechanical �� 'XX" WIDTH HEIGHT 28.000 31.000 38.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS 37.000 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 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 57.000 A -75.0 70.0 -75.0 70.0 -75.0 - 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 60.000 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 63.9 -60.0 80.0 -58.5 68.5 -56.2 56.2 - 53.4 53.4 64.000 , A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 655 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 604 - 54.3 54.3 -51.1 51.1 -47,9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0_ -75.0 70.0 - 73.7 - 67.9 _ -59.0 59.0 -52.8 52.8 -49.9 49.9_ - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 GLAZING OPTIONS: A 5/16 LAMI (118 "A,.090,1 /8 "HS) 8. $116" LAMI (1 /8 "HS,.090,1 /8"HS) E. 13/16" LAMI (1 /8 "HS,3/8" SPACE, 5 /16" LAMI -W/ 1/8 "IIS,.090,1 /f#"HS) HEIGHT 48.000 1 50.825 54.000 NEG POS NEG POS NEG POS NEG -90.0 70.0 -90.0 70.0 -90.0 57.000 60.000 POS NEC POS "X" WIDTH 19.125 A 24.000 26.500 30.000 32.000 34.000 36.000 37.000 B,E A B,E A B,E A B,E A B,E A B,E A B,E A B,E 26.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 :90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 43.000 NEC POS NEC POS -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 -87.4 70.0 -81.0 70.0 -90.0 70.0 -76.0 70.0 -75.0 70.0 -70.4 70.0 -75.0 70.0 -87.9 '67.9 -75.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 70.0 70.0 70.01 -90.0 70.0 -79.9 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0_ -90.0 -90.0 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 60.0 -58.5 70.0 -90.0 70.0 - 90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -72.4 70.0 -90.0 70.0 -90.0 56.1 -53.8 70.0 -90.0 51.08.6 70.0 -75.0 47.9 -44.8 70.0 -75.0 46.4 -43.5 58.5 -56.2 70.0 -90.0 70.0 -69.9 70.0 -90.0 70.0" -90.0 '53.8 -50.4 70.0 -90.0 48.6 -45.2 70.0 -75.0 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 -75.0170.0 -75.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 60.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 1 66.000 69.000 NEGI POS1 NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 -42.4 42.4 -39.7 39.7 -75.0 70.0 -75.0 70.0 -38.6 38.6 -75.0 70.0, -90.0 -84.2 -90.0 -68.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 -90.0 70.0 -90.0 '70.0 -83.2 66.2 -65.0 70.0 ' -90.0 51.3 -49.8 70.0 -90.0 45.6 -43.9 70.0 _ -87.8 70.0 70.0 70.0, 85.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG POS -90.0 70.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0, -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE Z(BASED ON 114" TAPCONS OR #14 SCREWS) 'X' WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 err De COMPARATIVE ANALYSIS T • = LE 3.(= • ED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: A 5/16" I (1/8 "A,.090,1 /8 "HS) TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM (3/16 "A,.090,3 /18 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 TEST REPORTS: FTL -3582 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) 'XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 x x x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR'XX• WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as conpIILa wit the Fbeia U idle= Code Acceptance N6 ,; . " , . 2 E rialto Date LI.S'L:✓. i • • By L/ /. . • Mia Div �'- c ' . - 7,'/ 6 /0 3 Ampler F.K. an ai,R F.K. w,si ay FX. 6...n Br F.K. w.: Y17/03 3/25/03 A Mrikir: B 7/10/03 12/17/02 Amara. C *NOW er REVISE TABLES 1 AND 3, GLASS TYPE ADD GLASS TYPE E TO TABLES 114 NO CHANGE THIS SHEET ar: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.D. BOX 1529 NOKOMIS, FL 34274 Vcriby Better Mrnetixr PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 4Mr464t CA -740 ssN: N TS DroWne Art 5 a 12 ) 7045 -8 Luona A. Turner, A.E. PE 868201 M,,chankaa COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS O & "114- 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.0901l8 "HS) B. 5/16" LAMI 11/8"HS,.090,1/8 "HS) C. 7/16' LAMI (3/16"A,.090,3/16 HS) I FTL -3582 E. 13/18" LAMI (1 /8 "HS,3/8" SPACE,5/18" LAMI -W/ 1/8 "HS.090,1/8 "HS) FTL -3729 IGHT "0" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 98.000 101.000 108.375 108.000 111.000 117.000 A B,E A B,E C A B,E C A B,E C B,E C A B,E, C A B,E C A B,E C A B,E C A B,E C A 114.000 B,E C A 13,E C A 120.000fB,E C 28.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 38.000 NEG - 75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -48.4 ,-75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG -70.4 -75.0 -90.0 -87.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.D -90.D -54.8 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 X5.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -06.6 -49.1 -75.0 -88.9 -47.5 -75.0 -84.3 -48.2 -75.0 -81.8 - -75.0 -79.4 -43:5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 48.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -58.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 - 75.0 -66.0 -48.7 -75.0 -81.2 -48.1 -75.0 -78.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -40.4 -75.0 -87.3 POS 49.8 70.0 70.0 70.0 51.4 70.0 70.0 70.0 70.0 70.0 45.3 70.0 70.0 43.9 70 0 70 0 42 5 70 0 41 3 70 0 69 0 40.4 , 70.0 67.3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -75.0 -80.9 -48.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -75.0 -66.7 -40.2 -75.0 -39.2 -75.0 POS 51.1 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.8 70.0 70.0 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 41.2 70.0 86.7 40.2 70.0 39.2 70.0 54.000 NEO -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -75.0 -90.0 -50.0 -75.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -41.9 -75.0 -40.8 -75.0 -63.6 -75.0 -61.8 -38.7 -75.0 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 70.0 70.0 43.8 70.0 70.0 50.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 88.5 41.9 70.0 85.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 37.8 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -90.0 -41.1 -75.0 -90.0 -84.5 -44.7 -75.0 -76.9 -75.0 -70.7 -41.3 -75.0 -40.1 -75.0 -39.8 -75.0 -39.1 -75.0 -60.1 -38.5 -75.0 -37.6 -75.0 -57.3 -73.3 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 48.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 40.1 70.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 70.0 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -75.0 -39.2 -75.0 -63.5 -38.0 -75.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1' -72.2 -54.5 -35.5 -71.0 -53.0 POS 42.2 70.0 41.1 70.0 38.6 70.0 70.0 44.3 70.0 421 70.0 70.0 40.4 70.0 87.3 39.2 70.0 38.0 70,0 80.0 37.6 70 0 59 1 37 2 70.0 57.5 70.0 70.0 54.5 35.5 70.0 53.0 NEG -39.7 -75.0 -90.0 -75.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -54.8 -53.2 -34.2 -68.4 -33.7 -67.4, -50.0 POS 39.7 70.0 70.0 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 , 39.7 70.0 69.2 38.4 70.0 37.1 60.6 38.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 34.8 53.2 34.2 51.6 33.7 87.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL-3580 ALL "V SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 83.000" HIGH -90.0 70.0 1 4 1 2 4 0 NOTE' IF USING 3/16" TAPCONS OR ti12 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO DESIGN PRESSURE FOR •XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT IREVISTD as emptying with the Marian Defiling Cods Amin:Ince Me iratiot Date By Nisei Div 740/a 3 &nal IT Newt IA F.K. m•bui es down or RaJoben A triectod REVISE TABLE 6, GLASS TYPES A C NO CHANGE THIS SHEET 070 TEO VOLOGY DRIVE NOKOMIS. R.34275 Visibly Better edir_ rft ALUMINUM CASEMENT WINDOW, IMPACT stun I Paw fOrmin Net NTS .1 12 7045 PE *58201 hlotarlest COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR *14 CREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTIcN: A 5116" LAMI (1 /8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH H EIGHT 28.000 31.000 38.000 38.375 43.000 48.000 I 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS I NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 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 -89.5 69.5 -87.5 67.5 58.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 80.4 60.000 90.000 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 -83.9 63.9 -60.3 60.0 - 58.5 58.5 - 58.2 58.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 -61.8 61.8 - 58.9 58.9 - 56.1 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 68.4 _70.0 66.4 -58.2 582 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 81.8 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 72.000 108.000 A -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 47.9 - 44.8 44.8 -42.2 422 -39.7 39.7 74.000 111.000 A -76.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 .59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 48.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL•3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8"HS) E. 13/18" LAMI (1/8"HS,3ie" SPACE,5/18" LAMI -W/ 118 "HS,.090,1 /6"HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP 70111.000" WIDE x 83.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1M" TAPCONS OR #14 SCREWS) "XO" or "OX" & " 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) • ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 113 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 3 X X 0 0 X PRODUCT REVISED es complying with ibe flNl Buh 9ug Codr Ac,xpinoce No E .India late Rawl !ti‘ lrwta Rawl Sy dr: /"room F.K 3/17/03 A REVISE TABLE 8 MASS TYPEA DOW F.K 3.25/03 B ADO GLASS TYPE E TO TABLE 9 R"aa,a 70AU C R•wa y. F.K Dw.ny tarn F.K. 12/17.02 NO CHANGE THIS SHEET nu. 1070 TEHNOLOO1' ORNE NO1VMiS, FL 34275 P.O. BOX 1329 NO1049$ FL 34274 Visibly Berner r_ PRESSURES- XO, OX, & 113-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 4rti1loar "or: aswbRa CA•740 NTS 7 0 12 l 7045-8 Lucas A. Turner, P.E. PE /058201 lbdiarYcei COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5116" LAMI (1/8 "A„090,1 /8"HS) B. 5/16" (1/8 "HS,.090,1/8 "HS) C. 7/16 LAMI (3/16"A,.090,3/16 "HS) I FTL -3582 E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8 "HS} FTL -3729 EIGH 38.375 - 43.000 1 48.000 NEG POS NEG POS NEG POS -75.0 70.0 -74.1 70.0 -64.9 64.9 "XOX" VENT FIXED WIDTH WIDTH WIDTH A 69.264 19.125 31.014 86.919 95.973 108.649 116.892 122.000 123.135 126.000 130.000 130.378 134.000 F.K. /116 Dar 3/17/73 F.K. Amur F.K. Oar, tlf: F.K. 24.000 26.600 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 Deir 32&AT A C a.e"a h. 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 )11fv03 12/17/12 B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E 50.825 NEG POS - 60.6 60.6 26.000 NEG POS -75.0 70.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -75.0 70.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 70.0 89.1 70.0 70.0 60.5 '70.0 70.0 63.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46 8 70.0 70.0 45.6 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 -83.4 63.4 -58.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -57.2 57.2 -62.1 -75.0 70.0 -75.0 -90.0 70.0' -90.0 -- 1.460.4 -54.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -46.8 46.8' -51.3 -75.0 70.0 -75.0 ' -90.0 70.0 -90.0 - 44.0 4.4.0 '-48.4 -76.0 70.0 -75.0 -90.0 70.0 -65.8 -43.6 43.6 -47.9 -75.0 70.0 -75.0 -90.0 70.0 -65.0 -42.6 42.6 .7 -75.0 70.0 -75.0 -90.0 70.0 -62.8 -41.2 41.2 -45.1 -75.0' 70.0 -75.0 -90.0 70.0 -79.9 -41.0 41.0 -45.0 -75.0 70.0 -75.0 -90.0 70.0 -79.6 -39.7 39.7 -43.5 -75.0 70.0 -75.0 -90.0 70.0 -77.1 REVISE TABLE 11, GLASS TYPES A 6 C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET Oa• 70.0 -75.0 70.0 -90.0 '56.5 -50.4 70.0 -76.0 70.0 -90.0 62.1 '-55.2 70.0 -75.0 70.0 -75.0 70.0 -84.7 51.3 -47.4 70.0 -75.0 70.0 -78.6 48.4 -44.7 70.0 -75.0 70.0 -75.0 70.0 -73.1 46.7 -43.1 70.0 -75.0 70.0 -71.3 45.1 -41.5 70.0 -75.0 70.0 -69.3 45.0 -41.4 70.0 -75.0 70.0 -69.1 43.5.40.4 70.0 -75.0 70.0 -67.3 1070 TECHNOLOGY DRIVE NOFOMS. FL 34275 PO. BOX 1519 NOI40M19, FL 34274 70.0 70.0 '50.4 70.0 70.0 55.2 70.0 70.0 50.7 - 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 '43.1 70.0 ,70.0 41.5 41.4 70.0 69.1 40.4 70.0 67.3 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 - -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 HOE Visibly Better 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 -90.0 64.5 -50.7 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 54.000 NEG POS -58.1 58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -402 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 "wrwae C4 -740 57.000 60.000 NEG POS NEG POS - 56.1 56.1 -53.3 53.3 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 70.0 -74.0 47.9 -44.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 70.0 -75.0 70.0 -90.0 41.6 -39.2 70.0 -75.0 70.0 -89.4 46.2 -43.8 70.0 -75.0 70.0 -77.2 42.0 -40.1 70.0 -75.0 69.7 -66.3 40.7 -38.6 70.0 ,-75.0 64.8 -61.4 39.5 -37.5 70.0 -74.9 61.0 -58.4 39.3 -37.3 70.0 -74.6 60.5 -57.9 38.7 -36.9 70.0 -73.7 59.2 -56.5 37.7 -38.2 70.0 -72.4 57,6 -54.7 70.0, 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 70.0 70.0 69.3 -36.7 -73.3 NTS 37.6 -36.1 70.0 -72.3 57.4 -54.6 36.7 -35.5 70.0 -71.0 55.9 -53.0 70.0 54.7 70.0 54.6 35.5 70.0 53.0 63.000 NEG POS -50.5 50.5 -90.0 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -55.2 -35.0 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 70.0 70.0 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 51.9 34.3 68.5 51.7 33.7 67.4 50.0 "XO" & - 0X" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or"OX" SIZES UP TO 97.000" WIDE x 63.000" HIGF WITH 37.000" MAX. VENT WIDTH AND 80.000" MAX. FIXED WIDTH I-90.0 I 70a NOTE: IF USING 3/1r TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR -or AND *X0X" WINDOVVS IS LIMITED TO 41.3 P.S.F. rile ALUMINUM CASEMENT WINDOW, IMPACT amt tt.tv 0 UNEQUAL UTES 0 UNEQUAL UTES UNEQUAL UTES PRODUCT REVISED Accrptauce No Div FA L•lik 740,42 3 PE 115E201 IlAschanled MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 F- yr w yr MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT II DAYLIGHT OPENING -s-I (SEE SHT. 3) 0Om MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING a (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED to aplyhea with time FIsal a Beading Cede Acceptance No 1 .! / /. /.. - Prolog Gard A & 7//D /b 3 Rmdlb: F.K Reel /4 F.K. • Rbtl sr F.K Own OF F.K. or 3H OYr 3/2503 ° Z0/0.3 12117702 A RMdK 9 Revkianr C Claoluml NO CHO THIS SHEET A0013/16" LO. GLAZING BEAD ITEM SHOW TOP HINGE 1070 TE^.HNOLOGY DRIVE NOIOMIS, FL 34275 PD. BOX 1528 NOK]MIS FL 34274 Hui Visibly Bettor SECTIONS rw: ALUMINUM CASEMENT WINDOW. IMPACT s.�.aoss sr.. en.c D.A. CA-740 I NTS 9 • l2 I 7045.8 Lucas A Turner, P.E. PE 458201 MacharicM FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 'X' FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "X" FRAME JAMB "0" FRAME JAMB "XO" & "XOX' FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD -SPAN MAIN FRAME ASSEMBLY DETAIL -4 SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 34" 2.854" .062" NOM. 1.158' 2.139" OE SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A H .062" NOM. Fes-- 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919" PRODUCT REVISED ay complying N whit the PIN* Acceptance No tba 41 "2 /o% 3 R•md"r F.K. ".rd F.K Rifted It 0. ,sr F.K. DM/ 3/17/03 3r23A33 aotaos A Rn:ionc 0 711dD3 ".1r 12/14b2 ""tow. CM/4i b C RfV SED FRAME ASSY DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0a". ,070 TE:HNOLOGYDRIVE NOKONIS FL 34275 P.7. SOX 1329 NOKOMIS, FL 34274 Visibly Better B EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Somostet CA -740 I NTS 1 0 a 12 I °� 7045 -8 I C. Lucas A. Turner. P.E. PE 058401 Mechanical ITEM DWG # PGT. 0 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .750 WAD PN SMS 80 7005A FIXED WINDOW FRAME -HEAD. SILL & JAMBS 81 1155 781PQA 08 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 83 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" LG. GLASS (1/8"HS,3 /8 "AIR SPACE,5/16"LAMI) 5/16" LAMI (2 L1TES OP 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 33 54 55 67 68 69 70 71 72 "-4 F.K. aw.i er F.K Pow or F.K. DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 or• 3/17103 3.2503 711(103 1y1 ft02 wN"mr A R..Wm.• B aawr G ri".u/ PGT. 781PQA 78I PQA 67017K 78X78PPSMS 7858ZA 710x12FP 6CP247 6163K 61635K 60976 78x12PSTW/B 67004 7I2XIPPT 711573 1FLDHD DESCRIPTION MAIN FRAME • HEAD, S7.L & JAMBS 68 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2"XI/8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM &SIDE RAILS 68 X I QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 010 -24 X .562 P11. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) 08 X .875 PH. PN. SMS TIE BAR GUIDE l'IE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 68-32 X .375 PH. PN. TYPE B STUD BRACKET (I & R.H.) 68 X 5/8' FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 010 X .500 PIL PHL 5/16" LAMINATED (RBA & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED WENS & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16115 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 1/16" LAMINATED (3/161IS & 3/16HS GLASS) .090 INNER LAYER • SOLUTIA OR DUPONT PVB GLAZING BEAD (5116 ") GLAZING BEAD (7116 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE • SERRATED CASEMENT SCREEN CUP 68 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE 012 X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE NO CHG THIS SHEET ADD 13'16' LG. GLASS 6 GLAZING BEAD NO CHANGE THIS SHEET 1070 TE".HNOLO0Y DRIVE NOK2A06 FL 31273 PO. BOX 1528 NOx7ANS, FL 34274 .865' .050" 0 5/16' GLAZING BEAD MATL: 8083 -T8 DWG# 7036 .523" -1 r - .350' I .865" 0 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 Visibly Better ( 50) CASEMENT SCREEN FRAME MATL: 6063- T66063 -T6 DWG# 7006 --1f- -.172' .870' .050" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A .993' 289' Ei- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701" DemovSm PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT s.Ars".r CA-740 sow NT S 11 • 12 101111.1010 NM 7045 -8 C PRODUCT REVISED o c"mptyiaq with Ow Florida Bidding Cade Acccghaet No iratiea Date IA' P1 •C■':'4G.5. By 7 ,i)! 3 Lucas A. Tumer, P.E. PE 658201 Me4 ,rlca1 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS 11/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --+y 3/16" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4' MIN. EMBEDMENT 1/4" MAX. SHIM —1 #12 OR #14 SCREWS OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1 /4 "MAX. SHIM 3116" OR 1,4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) —4 _1 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK j 1.1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 7 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 "THICK PRODUCT REVISED r e"cp17Li with the ■l rlda Balding Cote Atecp1ance rattan Date r, ri N ate* FK FK FJC 3/17.3 Doc 32503 oer: 7pdV3 ARRRRR A B C Dow Br 6 dr LlrYdey 0a F.K. 12H1,02 ADOED 914 SCREW OPTION NO CHANGE TH15 SHEET NO CHANGE TH13 SHEET 1070 TEiAANOLOOYDRIVE NO51 WS. FL 34275 nGT Visibly Better 1r"i1b•` CA-740 Oaolulau ANCHORAGE DETAILS YEW ALUMINUM CASEMENT WINDOW, IMPACT aRR a,.c NTSI 12 M 12 Of N . 7045 -8 C Lucas A. Tumar. F.E. PE P58201 MadtarJcid P. BOX 1529 NOKOMIS. FL 34214 ■ BUILDING CODE COMPLIANCE OFFICE (BCOO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMID PGT Industries 1070 Technology Drive Nokomis, FL 3427S SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arras where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manna. Uie manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW- 701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 42594 titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MLSSJLE IMPACT RATD IG: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMJNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E-2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI-DADE COUNTY. FLORIDA METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 b3 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7118' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16' I.AMI LG. GLASS COMPR SED OF (1) UTE OF 3/16' HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090-INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16' LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16 HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16' LAMINATED GLASS WHICH 15 COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAF-EX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL AN - SEE SHEET TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI-DADE COUNTY) C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, 0 & E) HEAD & SILL: MAX. 8 1/2' FROM CORNERS MAX. 11' O.C. JAMBS: ® MAX. 8 1/2" FROM CORNERS MAX. 11' O.C. (DESIGN PRESSURE LIMITED TO 60 '.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2' LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5' O.C. JAMBS: AT EACH CORNER MAX. 5' O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 812" FROM CORNERS MAX 11' O.C. JAMBS: MAX. ® 8112' FROM CORNERS MAX. 11' O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 r,. Os swarm IY.rYa Malls Mk w,r+n. F.. 12Itb137 A REDUCE ANCHOR SPACING a.s F.K. 7/14413 1070 T OiMO4OG70R1YE Natotrt a 3079 PA rat Ka NOKOM3. a 31774 1 -NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Bette v►K7o7 1 NTS1; ' 10 1 425 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES GLAZING DETAILS ELEVATIONS, FLANGED ELEVATIONS, INTEGRAL FIN DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 1 2 3 4 rA Alleswied eft Pirida Roberti. Ctt t. PL. PE 1139717 rauesure HEXAGON FULL CIRCLE MAX SIZE = 60" BETWEEN FLATS MAX SIZE 21 60 * DIA. OR MAX. AREA = 21.65 SO. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96' X 4r OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96'X48' OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96' X48" OR MAX AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D 8 E. OCTAGON MAX SIZE = 60• BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX SIZE =48"X96• OR MAX AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96' X ar OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE =68 "X OR MAX AREA = 25.22 SQ. FT. 1 TRAPEZOID MAX SIZE =48•x96' OR MAX. AREA = 31.99 SO. FT. ARCH. MAX SIZE = 48' X 96' OR MAX. AREA = 30.28 SQ. FT. Bp OM F.K 12/►5.0O agraig F.K 7/14 Obigine ■.rr. A NO CHANGE THIS SHEET os 1 1070 TOCHNOLOOY iw! MORONA R 34215 R /=K ISIS NO44 74W. a 342N Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT I NTS 13 10 I �"� 4259-4 Pk Robert L Clark. P E FE 409/12 BfwYrs1 HEXAGON FULL CIRCLE MAX. SIZE = 80' BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SO. FT. OR MAX. AREA =19.63 SO. FT. FAN MAX. SIZE = 96' X 4T OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE =96 "X48' OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. EYEBROW MAX. SIZE = 96"X48' OR MAX. AREA = 31.99 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SO. FT. ELLIPTICAL MAX. SIZE =96 OR MAX. AREA = 31.99 SO. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SO. FT. MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SO. FT. • AILTC L oft es Masi IV Dear NNW if Oar Dear F.K. a'1au7 •..* 4r F.K. 7/14/03 IlbArm Illrobber Pa"Yfr. A Ofselno Es NO CJNAKGE THIS SHEET Oder 1>Oar ORME maroon R 34275 P..0 Pax lm• N KOIAS. R SOPS 1/1s�bly B•tter INTEGRAL FIN ELEVATIONS Tar ALUMINUM PICTURE WINDOW, IMPACT Potro1 I r w NTS I 4 " 10 ••••'* 4 259 -4 11% / 4 7 1 Robert L. OWL Pl. PE 109712 StR our COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3116 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7116" SPACE. 7116" LAMI (3/16HS, .090. 3/16" HS) WINDOW HEIGHT WINDOW WIDTH 49.000 A &C B &D AREA SQ.FT. 54.500 L A &C I B &D AREA SQ.FT. 60.000 AREA SQ.FT. 65.500 AREA S 71.000 AREA SQ.FT. 76.500 82.000 87.500 93.000 Fit 1,aisoos o..,# orn- F.K. 7 /14i A&C B &D A&C B &D .FT. &C B &D A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A&C B &D AREA SQ.FT. 96.000 1 A&C B &D 80.0 80.0 80.0 80.0 80.0 9. 80.0 80.0 80.0 80.0 80.0 80.0 28.500 10.7 11. 80.0 80.0 80.0 80.0 12. 80.0 80.0 15. 80.0 80.0 80.0 14.052 16. 17. 18. 19.000 98 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 75 -80.0 -80.0 64 -80.0 -80.0 -80.0 41 -80.0 -80.0 -80.0 29 -80.0 -80.0 18 -80.0 -80.0 06 -80.0 -80.0 80.0 80.0 80.0 80.0 80.0 80.0 11. 12. 80.0 T -80.0 80.0 1 -80.0 79.4 80.0 76.8 80.0 74.1 80.0 70.7 80.0 69.1 80.0 18 68.8 80.0 34.000 19. 21. obrobw � .. � a Vd NOTE 1 ANCHORING WITH Va HNH1 SCRE Cow -80.0 -80.0 69 141 15.465 16.764 20.660 22.667 -80.0 -80.0 68 -80.0 -80.0 -79.4 -80.0 -76.8 -80.0 63 -74.1 -80.0 61 -70.7 -80.0 -69.1 -80.0 58 -68.8 -80.0 80.0 80.0 80.0 80.0 74.0 80.0 68.5 f3. 80.0 63.7 80.0 59.7 80.3 56.5 80.3 53.3 17. 80.0 51.4 80.0 39.500 14.950 16.4 19. 20.984 22493 24.002 25. 26. -80.0 -80.0 41 -80.0 -80.0 -74.0 -80.0 -68.5 -80.0 67 -63.7 -80.0 76 -59.7 -80.0 -56.5 -80.0 -53.6 -80.0 -51.4 -8Q0 10 50.4 1 -50.4 80.0 1 -80.0 "i c RF £ A NGI I tR S17F IN TARI F 1 WHICH THFIR AVFRAI L WIt1TH AAnn HFIGHT DIMFNC r.: 1070 1!CNlN000OV DINE MAW* R.W70 P.o.0071132, NOHOW( a sam 80.0 80.0 76.7 80.0 -80.0 17. 69.9 80.0 45.000 15. 10 753 63.5 1 -63.5 80.0 1 -80.0 57.9 80.0 52.8 20. 22. 80.0 l -80.0 23.906 48.3 80.0 43.6 80.0 25. 27.344 29. 30. -80.0 -80.0 13 -76.7 -69.9 -80.0 -57.9 -80.0 80 -52.8 -48.3 -80.0 25 -43.6 -80.0 42.5 1 -42.5 80.0 1 -80.0 41.6 1 -41.6 80.0 1 -80.0 Visibly Better Pw.7ot 80.0 80.0 74.0 80.0 67.2 80.0 61.3 80.0 56.1 15. 80.0 17. 19. 21. 51.9 80.0 22. 43.4 80.0 46.500 80.0 30: 31. -80.0 -80.0 23 -75.2 -80.0 99 -68.6 -80.0 75 -62.3 -80.0 51 -57.1 -80.0 27 24.703 -52.1 28.255 -80.0 47.6 ( -48.0 80.0 f -80.0 26.479 -43.2 -80.0 40.7 1 -41.0 -80.0 1 39.4 1 -40.1 80.0 1 -80.0 NTS 80.0 80.0 74.0 80.0 56.1 48.000 16.333 18. FTL -3835 FTL -3835 FTL -3850 FTL -3850 -80.0 -80.0 -74.0 -80.0 67 67.2 1 -67.2 80.0 1 -80.0 20. O 61.3 1 -61.3 80.0 1 -80.0 80.0 21. 51.9 80.0 43.4 39.4 76.6 23.667 25.500 27.3 31. 32.000 -58.1 -80.0 -51.9 -80.0 47.6 1 -47.6 80.0 1 -80.0 -43.4 80.0 1 -80.0 29.167 40.7 1 -40.7 79.4 1 -79.4 -39.4 -76.6 AREA SQ.FT. NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114• TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SO. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1. OR TO THE PRESSURE FOR THE SMALLEST ONS CAMPI FTFI Y FIT 1WUHIN o..w� T FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE W NDOW, IMPACT 0~0 MP 5 + 11 4259-4 Rsb.t 1.. Pot. PI- P.139712 Stnwlrfl COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1116" LAMI I.G. 3/16HS. 7/16" SPACE, 7/16" LAMI (3116HS..090.3/16" HS) WINDOW WIDTH 49.000 A&C B&D AREA SQ.FT. 54.500 I A&C B &D AREA SQ.FT. 60.000 I A&C B&D AREA SQ.FT. 65.500 I A&C B &D AREA SQ.FT. 71.000 I A&C B&D AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. 82.000 A &C B &D AREA SQ.FT. 57.500 1 A &C B &D AREA SQ.FT. 93.000 A &C B &D AREA SQ.FT. 96.000 A&C B &D AREA SQFT. Illowilst oar FX Se a x1103 o... F>G sn4W A aw.F Oar 28.500 80.0 -80.0 80.0 -80.0 9. 98 80.0 -80.0 80.0 -80.0 10. 86 80.0 -80.0 80.0 -80.0 11.75 80.0 -80.0 80.0 -80.0 1.2. 64 80.0 -80.0 80.0 -80.0 14. 52 80.0 I -80.0 80.0 -80.0 15.141 80.0 -80.0 80.0 -80.0 16. 29 80.0 I -80.0 80.0 -80.0 17.318 80.0 t 80.0 -80.0 18. 80.0 I -80.0 80.0 1 -80.0 19.000 34.000 80.0 I -80.0 80.0 1 -80.0 11.569 80.0 -80.0 80.0. 1 12. 8 80.0 -80.0 80.0 -80.0 14.67 78.9 1 -78.9 75.3 -75.3 80.0 -80.0 16.64 72.6 -72.6 80.0 [ 18. 69.4 -69.4 80.0 -80.0 66.4 -66.4 80.0 -80.0 20. 60 65.0 -65.0 80.0 -80.0 21. 58 63.9 1 -63.9 80.0 -80.0 22.667 MANGE MOTE 1 ANCHORING MTH 912 SCREW WINDOW HEIGHT 39.500 61.1 -61.1 80.0 -80.0 19. 76 57.1 -57.1 80.0 -80.0 20. 53.8 1 -53.8 }OTO TECHNOLOGY [MIK WPM& R 34275 P.n agor WM NOWAK FL 34274 45.000 78.9 -78.9 80.0 -80.0 74.3 -74.3 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 13. 1 15. 13 14. 50 17. 31 6 72.2 -72.2 16.58 65.5 -65.5 61.7 1 -61.7 80.0 - 80.0 80.0 1 -80.0 20.469 11. 67 56.4 -56.4 80.0 -80.0 22.88 51.5 -51.5 80.0 -80.0 23. 47.2 1 -47.2 80.0 26.479 - 80.0 80.0 1 -80.0 27.333 80.0 1 - 80.0 80.0 1 -80.0 .493 25.625 80.0 1 -80.0 25.51 80.0 1 -80.0 29. 51.0 -51.0 42.6 -42.6 80.0 - 80.0 80.0 -80.0 24 2 27 48.9 1 -48.9 41.2 1 -41.2 48.0 -48.0 40.2 -40.2 80.0 -80.0 80.0 1 26. 3 30. FTL -3835 FTL -3835 FTL -3850 FTL -3850 46.500 48.000 79.4 -80.0 79.4 -79.4 80.0 -80.0 , 80.0 -80.0 15. 3 16. 3 71.9 -73.1 71.9 -71.9 80.0 - 80.0 80.0 -80.0 17 99 18. 67 65.0 -66.4 65.0 t 80.0 - 80.0 80.0 -80.0 19. 75 20. 59.6 1 -60.7 59.6 -59.6 80.0 1 - 80.0 80.0 -80.0 21.151 21. 54.6 -55.5 54.6 -64.6 80.0 -80.0 80.0 -80.0 22. 23. 7 51.0 -51.3 51.0 -51.0 80.0 -80.0 80.0 4 0.0 24. 03 25 46.6 1 -48.9 48.6 1 -46.8 43.1 -42.7 43.1 1 -43.1 80.0 - 80.0 80.0 1 -80.0 28.55 29.167 40.4 1 - 40.2 40.4 t -40.4 79.7 t -79.7 76.0 -76.0 30. 31 31. 39.0 - 38.9 _ 39.0 -39.0 76.9 - 76.9 73.1 -73.1 31. 32. NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 111'TAPCONS. DESIGN PRESSURES ARE LIMITED TO 41-60 P.S.F. WHEN ANCHORING WITH 312 SCREWS. A 2. ALL MAXINUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE. QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2. OR TO THE PRESSURE FOR THE SMALLEST F IN TABLE 2. WINCH THEIR OVERALL WIDTH Al \O HEIGH' DIMENSIONS COMPLETELY FIT MINN . „r e INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sirradr I NTS I 8 X 10 Ir+.. 4 2551 I A 4/' Robed La 1,. P.E. P1i 11312712 O.uaurr OUTSIDE VT.tbly Better SECTIONS & CORNER ASSYY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT baratessr � 1 I WS I ~ 7 • 10 I � 4259 -4 Nobel L OM. PE- PE >f2Y712 O SCREWED C • RNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O III 1 ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 MAX. DAYLIGHT OPENING 2J8a• VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) INSIDE 2.754` SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) .41ilme We 0.1c - 711,4ime maw 116117 ibmHir f.K F.K 1/11/03 IbMiamt A arrrw 4E3 CHANGE 1143 SHEET OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) o L Att 11 O ° 1 1 o I �1 i�� ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) reapictoaramor mama R 3427n P.a sox Im MONONA a .wv4 ALONG ENTIRE JOINT _r_ Visibly Bettor MAX. WINDOW HEIGHT PYK,Of 0 m 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS. INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT I NTS 8 • to 2.784• -._. va .l 4259 -4 INSIDE ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 DWG NO. 4258A 4253 1155 4255 4254 1224 4224 4262 PART # 64256 64253 781 PDX 64255 64254 6TP247 64262 .970' -1 ITEM 10 7/16 LAMI GLASS BEAD MAUL: 6063 -T5 DWG NO. 4255 Arm .F ..r: F.K ?MAXI DESCRIPTION INTEGRAL. FIN FRAME HEAD, SILL 8 JAMB FLANGED FRAME HEAD, SILL & JAMB X8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7116 LAMI GLASS BEAD 1 1116 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/18" LAMI GLASS: 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1 1/18' LAMI I.G. GLASS 3/18' HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAM1 GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 1 1!16' LAMI I.G. GLASS 3/16' HEAT STRENGTHENED OUTBOARD - 7118' AIRSPACE - 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1.875' 2.784' .077' ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A ITEM 11 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4254 tO7O RC'.IO .OGV ORIMIS mamas airs P.0.119.11 ISZI NORMS. R 34214 MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST OCT ALUMINUM PICTURE WINDOW, IMPACT .fbfy Better """" NTS 9 , 10 Mom Ns N 4259-4 �► 2.500" i 70 Robed L dark bE PE AG712 Stnc4..1 Pb..441. ail. .130' D1A. MIN. x21/2"NAIL, AT CORNERS AND 5"O.C. FA 12fl$W FA. ?fl4 CONCRETE ageism WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A A amid IN • 1/4' MAX. SHIM T 1/4" TAPCON, 8112" MAX. FROM CORNERS 811' MAX O.C. (SEE NOTE 1) 1l4" MAX. f 91IM 1 1/4" MIN. ' ; • EMBEDMENT CNANOE NOTE 1 AND FASTENER SPA Dols 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) T INTEGRAL FIN DETAIL B tom TEar+OLoorcoma Knoua a San ISSI trasovei a WH I BGT #12 SCREW, 8 1/2" MAX. FROM CORNERS 811' MAX. O.C. 1/4' MAX f SHIM SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E Visibly Better 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 8 1/2' MAX. FROM CORNERS 611' MAX. O.C. m (SEE NOTE 1) . ., 1/4" MAX. f SHIM T 1 1/4" MIN. •-• EMBEDMENT: • ' • 1x WOOD BUCK • ' • (SEE NOTE 2) NOTES: FLANGED DETAIL D (SILL ONLY) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT l ar u.r NTSI 10 10 w 425.S4 A #12 SCREW, 81/2' MAX. FROM CORNERS & 11' MAX. O.C. 1/4' MAX. SHIM 1 RoWA L O.. P•E• PE 430712 stn„pA MIAMFDA[>E PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 09/06/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 - 1563 (305) 375 - 2901 FAX (305) 375 - 2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375-2908 Your application for Notice of Acceptance (NOA) of: Series SWD -101 Outswing Aluminum French Door - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01 -0417.04 EXPIRES: 11/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PRODUCT C.ONTROI. DIVISION (305) 375 -2902 FAX (305) 3 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 14+045000 npc2000kemplaus4adaa acaapunm corer page dec Internet mail address: postmaster ®buildingcodeonline.com • Homepage: bttp : / /www.buiidingeodeoaline.com Vinyl Tech /Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES November 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 99-0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protcction system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. • 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of this system. 14,1141 .63.14 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22.2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this Iasi page 3. 15 l t At' . C_h Al .G Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : $ eptember 06.2001 EXPIRES : November 21 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED For Filling Purpose only. Not part of NOA) A. DRAWINGS (transferred from file#99- 0128.01) 1. Manufacturer's die drawings and sections. 2. Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13-01, signed and sealed by Robert L. Clark, P.E. (Note: The latest revisions consist of addition of 2 -point lock hardware only) B. TESTS (transferred from file#99 -0128.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1973, dated March 19, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2241, dated January 14,1999, signed and sealed by Gilbert Diamond, P.E 3. Additional test report on (submitted for hardware revision qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11 dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E Isi I. L..La4 L Ishaq I. thanda, P.E. Product Control Examiner Product Control Division E-1 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01-0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Filing purpose only. Not part of NOA) C. CALCULATIONS (transferred from file#99- 0128.01) 1. Anchor Calculations, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E. L DuPont DeNemours. for "Butacite PVB ", dated 02/15/2001, expiring on 12/11/2005 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Sallex/Keepsafe Maximum', expiring on 05/21/06 3. Notice of Acceptance No. 98 -0728.05 issued to Solutia, Inc. for "Saflex DIG PVB PolyVinyl Butryal interlayer", dated 08/27/98, expiring on 05/21/01. (transferred from file#99- 0128.01) 4. Notice of Acceptance No. 96-0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVB linterlaye/', dated 01/09/97, expiring on 01/09/00. (transferred from file#99- 0128.01) E. STATEMENTS (transferred from file#99- 0128.01) 1. Statement letter of conformance and `No financial interest ", dated April 20, 1998, signed by Robert L. Clark, P.E. 2. Letter of compliance, dated March 23, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Letter of compliance, dated January 15, 1999, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Meeting Summary dated January 26,1999, issued by BBCO. 5. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. F. OTHER (transferred from fde#99-012 &01) 1. This revises and renews the Notice of Acceptance No. 99 -0128.01, which expires on November 22, 2001. 2. Manufacture's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999. 3. Notice of Proposed Action Product Removal, dated December 28,1998, issued to Vinyl Tech / Progressive Glass Technology intending to remove NOA No. 98- 0506.02 for their Series SWD -101 Outswing Aluminum French Door, approved on 10/22/98 and expiring on 10/22/01. This document was canceled on 01/21/99. 4. Glazing complies w/ ASTM E- 1300 -98. I skeej 1. G.I.aau. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division E-2 MIAMFdADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 „ !e- R1h,? 1 4 22 ,, This NOA is being issued under the applicable rules and regulations governing the use o construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner. the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "740" Aluminum Projected Window APPROVAL DOCUMENT: Drawing No. 7052 -7, tided "Alum. Projected Window, impact", sheets 1 through 11 of 11, prepared by manufacturer,. dated 2/24/03, with revision date 8/26/03, signed and sealed by Lucas Turner, „ P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECHON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.10 piration Date: November 06, 2008 Approval Date: November 06, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS F.K F.K. A 0.1.• dl1•A3 • ree- 02/24W J' t1.. REMOVE b' OPTION PER MIA141-0ADE 1010 TEChNOLOOYDRNE NOVC04113, FL 34276 P.O. COX 1529 NORO FL 34274 CONFIGURATIONS OPTIONS O X H i 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 .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/18" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. A2. CONFIGURATIONS: OX & X 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. ®4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: JAMBS "X": MAX. 8" FROM CORNERS JAMBS "OX": MAX. 4" FROM "Cr CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LIT E ONLY MAX. 4" & 7' ON EACH SIDE OF MEETING RAIL MAX. 8" FROM 'X' CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN ALTERNATE FASTENERS: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. Visibly Better NOTES AND TABLE OF CONTENTS me ALUM. PROJECTED WINDOW, IMPACT Sarbakat CA -740 NOS 1 d 11 7052 -7 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS DESIGN PRESSURE TABLES SECTIONS CORNER CONSTRUCTION 9 EXTRUSION PROFILES PARTS LIST ANCHORAGE 3 4-6 7-8 9 -10 10 11 are Apprmhd 1ue$5S lea with Um M.,we Deft 0. 1!7c MOA .rai 7tlwCs Dfr Lucas A T"mar, P.E PE MUM M.dra icai 1/6" ANNEALED GLASS 090 SOLUTIA OR DUPONT PVB INNER LAYER OR HEAT STRENGTHENED ^ j — 1/8" HEAT STRENGTHENED GLASS GLASS O UTSIDE 0011: I ' Q. cs.a.�tir 5/1E GLAZING LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 OUTSIDE ADD t7UTSIDE' NOTATION .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f-- STRENGTHENED GLASS 7070 7L''# TECNNOLODY DIOW 1VOKdD9, Fl. $4275 P.C. 80X f529 NOKC0D.9. FL 34274 3/8" AIR SPACE — 1/8' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE t Visibly &otter A OUTSIDE GLAZING DETAILS 13/16" NOM. I 49 It _ j -- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 13/16" I.G. GLAZING DETAIL ALUM. PROJECTED WINDOW, IMPACT .65" NOM. GLASS BITE ftwoaYt ar MwC p�Y "M M C.4740 NTS 1 2 s! f 7052 -7 1 A ca.MYki 'r. m .. . • o N oAtl .I S•.�lL7y Mlasl Dark Probed MME d' 72.03 Luaus A TU Mr, P.E. PE it58201 Maahr I 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) 13" MAX. - O.C. SEE MEETING RAIL DETAIL fr MAX. ! -•1 1-4- 13" MAX. O.C. 4" MAX. 1-- A R.,,wlr hr.: F.K. 8126/03 FK 02/24,0.7 1 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 59" MAX. FIXED 38 3/8" MAX. VENT ELEVATION "A" - "OX" (SEE SHEETS 6 & 6 FOR PRESSURES) 0 Ns. REMOVE O" ELEMT/ON 52" MAX. DAYLIGHT OPENING 97 3/8' M HEIGHT 31 3/8" MAX. DAYLIGHT OPENING 8" MAX. SEE MID -SPAN ANCHOR DETAIL i TYP. (4) [ 8" MAX 7070 TEC iN01.0OY OWE NOKIMl9. M.3 P.J. 60X 1529 NOKOWS, FL 14274 ANCHOR LOCATION TYP. 4" MAX. -j MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) 4" MAX. Visibly Bet tor 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING I--� -' 13" MAX. O.C. ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) ELEVATIONS 1 1/2" 3 " 38 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING TAY ALUM. PROJECTED WINDOW, IMPACT .. NTS I 3 11 I o....". 7052 -7 A ANCHOR LOCATION TYP. CENTERLINE 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) *pimme e no 0Am 1 UM f'""� i' CIS o • NOM •} Ll�: 1L!�1� NNW Dade Product SY2'Va3 lutes A Tumor. P.E PE 85Qat Mmcfla l "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 COMPARATIVE ANALYSIS TABLE 1. FOR 1/4" TAPCONS OR #14 SCREWS GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) FTL -3727 VENT HEIGHT 17.000 18.000 21 000 24.000 26.000 30.000 33.000 36 000 37 000 38.375 24.000 A 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 1 -75.0 -75.0 r 70.0 -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 70.0 ` 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 38.000 A 70.0 37.000 A 70.0 43.000 A 70.0 26.500 A 70.0 = i 30.000 A 70.0 -75.0 -75.0 -75.0 2 48.000 A 70.0 53.125 A 70.0 ilbmwe DA. roc 8.02843 A NO CHANGE THIS SHEET werwb. 0.1.: Orem* O.■: clew 6r! FX. 02/2473 -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 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 t -75.0 -75.0 70.0 -75.0 70.0 f -75.0 57.000 A 70.0 -75.0 70.0 -75.0 70.0 I- -75.0 60.000 A 70.0 -75.0 70.0 -75.0 70.0 l -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -72.9 1070 TECHNOLOGY OAHE MONO.13, FL J/176 8alx NOKOM IS, R 34174 70.0 - -75.0 70.0 -75.0 r 70.0 -75.0 68.4 -68.4 56.2 -56.2 70.0 -75.0 70.0 -75.0 68.2 -88.2 59.4 -59.4 54.8 -54.8 47.5 -47.5 70.0 70.0 60.4 54.3 48.8 42.2 -75.0 70.0 -73.7 70.0 - 60.4 59.0 .3 52.8 .48.8 47.2 60.6 -60.6 70.0 -75.0 70.0 -75.0 58.5 -58.5 51.0 -51.0 ^ 44.8 -44.8 43.5 -43.5 42.1 -42.2 41.1 GLASS OPTION C. 7/16" LAMA (3/16 "A,.090,3 /18 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 [ -90.0 GLASS OPTION 6. 5/16" LAMI (1/8 "HS,.090,118"HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS1 70.0 GLASS OPTION E. 13/16" I.G. (1 /8'HS, 3/8" SPACE, 5/16" LAMI WI 1/8 "HS & 1/8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 -75.0 NOTE: IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X" WINDOWS IS LIMITED TO 60.5 P.S.F. Visibly 6'e ter ftiorre CA-T40 NTS 4 • 11 -73.7 70.0 -71.2 67.9 -59.0 57.2 -75.0 70.0 -75.0 70.0 -52.8 51.1 ' -47.2 45.5 -41.1 39.7 T DESIGN PRESSURES X" WINDOWS ALUM. PROJECTED WINDOW, IMPACT are -75.0 -75.0 -70.4 -87.9 -57.2 -51.1 -45.5 -42.1 -39.7 -75.0 7052 - 7 IA APEwe.d wa akdag walk tie Mega pL o6 6 0 nom 6tlasi D 87z v 3 LUeea A. Tumor, P.E. PE f1662O1 Machericat NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "OX" WINDOWS IS LIMITED TO 41.4 P.S.F. 11.1.17 M F.K. 9126.09 Dawn M: U F.K 02224105 A ow.. o.wr b NO CHANGE TMS SHEET Derr 1010 TECHNOLOGY DRS PE NOKOMIS, FL 94278 P.O. &7X M29 NOKOMIS, a 34274 Visibly Ratter DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT C4.77o NTS ere u -+ti.w. 5 0 11 I 7052 -7 Apprcx.4 °' p( wok cis q k nommuiii rrrMel C4rere4 Luce A. 71im&, P.E. PE 86E201 Mechanics; COMPARATIVE ANALYSIS TABLE 3. FOR 1/4" TAPCONS 0R 414 SCREWS GLAZING OPTIONS: A. 5/16" LAMI (118"A .090,11811$) FTL -3727 B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) FTL -3727 C. 7/16" LAMI (3/16"A..090,3/16 "HS) FTL -3724 VENT HEIGHT UP TO 26.000 "OX" UNEQUAL UTE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 E. 13/16" I.G. (1!B "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS, 1 /8 "HS' FTL -3728 30.000 FIX 1 70.0 -75.0 70.0 -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 7 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7 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 -70.8 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 57,0 -57.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 53.9 -63.9 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 -90.0 70.0 -90.0 70.0 -90,0 70.0 _ -90.0 70.0 -90.0 70.0 50.0 70.0 _ -90.0 70.0 -90.0 0 59.2 -59.2, 51.1 -51.1 43.0 -43.0 .70.0 - 75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 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 -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 41.9 -41.9 70.0 -75.0 70.0 -75.0 9 67.9 -67.9 57.8 -57.8 49.9 x-49.9 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 44.4 -44.4 70.0 -75.0 70.0 -71.1 572 -57.2 60.7 -60.7, 52.6 32.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -78.6 70.0 -90.0 70.0 - 90.0.70.0 -90.0 70.0 -90.0 70.0 -90.0 - 41.0 68.4 _ -68.4 61.8 -61.8 61.1 31.1 64.4 34.4 , 48.6 -48.6 70.0 70.0 70.0 70.0 70.0 70.0 57.0 70.0 70.0 43.0 70.0 70.0 41.9 70.0 70.0 44.4 70.0 70.0 41.0 70.0 68,4 38.7 70.0 60.9 37.3 70.0 56.9 35.9 70.0 54.0 26 000 32.0 70.0 -75.0 70.0 70.0 -75.0 70.0 D HEIGHT A 24.000 B,E 29.500 30.000 38.000 37.000 43.000 48.000 53.125 C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75. 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.6 -90.0 70.0 -75.0 - 70.0 -75.0 70.0 -90.0 70.0 -75.0 61.8 -75.0 70.0 -90.0 70.0 - 75.0 56.8 -75.0 70.0 -90.0 70.0 -90.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -71.1 -75.0 -90.0 -61.8 -75.0 -90.0 -66.8 -75.0 -90.0 38.375 ' 44.000 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 70.0 70.0 70.0 51.1 70.0 70.0 45.5 70.0 70.0 -90.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 57.2 76.0 -57.2 -90.0 -51.1 -75.0 -90.0 -46.5 -75.0 -90.0 A 70.0 -75.0 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 57.000 8,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 • -90.0 70.0 -90.0 70.0 - 79.3 66.7 -66.7 A 70.0 -72.9 _ 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 60.000 13.E 70.0 -75.0 70.0 -75.0 70.0 -75.0 � 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 -63.3 70.0 70.0 70.0 70.0 70.0 70.0 57.8 70.0 70.0 60.7 70.0 70.0 54.4 70.0 70.0 49.1 70.0 70.0 GLASS OPTION D. 7/16" LAMI (3/16 "HS,.090,3 /16"HS) FTL -3724 -90.0 -75.0 -75.0 -90.0 -75.0 -90.0 -57.8 -75.0 -90.0 -60.7 -75.0 -90.0 -54.4 -75.0 -90.0 -49.1 -75.0 -85.9 50.625 70.0 -75.0 70.0 -75.0 59.000 70.0 70.0 70.0 70.0 63.9 70.0 49.9 70.0 70.0 52.6 70.0 70.0 48.6 70.0 70.0 44.3 70.0 70.0 -90.0 -75.0 -75.0 -90.0 -83.9 -90.0 -49.9 -75.0 -90.0 -52.6 -75.0 -90.0 70.0 -48.6 41.0 -75.0 70.0 -80.9 68.4 -.44.3 38.7 -76.0 -71.2 38.375 -76.0 -68.4 -38.7 -75.0 26.000 70.0 70.0 80.6 -75.0 •90.0 30.6 32.000 70.0 70.0 56.8 -75.0 -90.0 -56.8 70.0 70.0 45.5 -75.0 -90.0 -45.5 44.000 70.0 70.0 49.1 -75.0 -90.0 -49.1 50.625 59.000 0.0 -75.0 -75.0 0.0 -75.0 -75.0 70.0 70.0 44.3 70.0 70.0 70.0 -75.0 70.0 -76.0 700 -76.0 70.0 -75.0 - 60.9 -80.9 70.0 -90.0 70.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 37.3 -37.3 58.5 58.6 53.8 -63.8 42.1 - 42.1 45.5 -45.5 41.2 -41.2 70.0 -74.5 70.0 -75.0 70,0 -75.0 70.0 -75.0 ' -75.0 70.0 -75.0 56.9 -56.9 70.0 -90.0 70.0 -90.0' 70.0 -90.0 70.0 - 79.3 66.7 -66.7 35.9 - 35.9 56.2 -56.2 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -392 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 54.0 _ -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 -83.3 -90.0 -70.8 -75.0 -90.0 -67.0 -75.0 -90.0 -43.0 -75.0 -90.0 -41.9 -76.0 -90.0 .44.4 -75.0 -75.0 -78.6 -41.0 -75.0 -80.9 -68.4 x44.3 -38.7 -75.0 -75.0 -60.9 -37.3 -74.5 -56.9 -35.9 -71.8 -54.0 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 -90.0 0 X COMPARATIVE ANALYSIS TABLE 4. (FOR 1/4" TAPCONS OR#14 SCREWS) "OX" UNEQUAL UTE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A 5/16" LAMI (118 "A,.090,1 /8"HS) FTL -3727 B. 5/16" LAMI (1/8'HS,.090,1/8 "HS) FTL -3727 C. 7/16" LAM) (3/16 "A,.090,3 /16'1S) FTL -3724 E. 13/18"1.G, (118 "HS, 318" SPACE, 5/18" LAMI W/ 1lB"HS, 1 /B"HS) FTL -3728 VENT HEIGHT FIX 34.000 38.375 43.000 48.000 53.125 57.000 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 f 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 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -70.8 , 70.0 -75.0 70.0 -75.0 '70.0 -75.0 70.0 -75.0 70.0 -75.0 B,E 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 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 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 _ 63.9 -63.9 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0, 83.9 -83.9 B,E 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 -75.0 70.0 -75.0, 70.0 -75.0 C 70.0 -90.0 70.0 -00.0 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 A , 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.D , 70.0 -70.4 70.0 -70.4 '70.0 -70.4 59.2 -59.2 51.1 -61.1 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 no -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 C 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -00.0 1 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0' 70.0 -75.0 67.9 -87.9 67.8 -57.8 49.9 -40.9 41.9 -41.9 87.9 .87.9 67.9 -87.9 67.9 - -87.9 57.8 -57.8 49.9 -49.9 B,E 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' -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -00.0 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 A 65.5 -85.5 65.5 -85.5 57.2 - 57.2 80.7 - 60.7 52.6 -52.6 44.4 -44.4 57.2 -57.2 57.2 -57.2 572 -67.2 57.2 -572 52.8 -52.6 8,E 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 -76.0 70.0 -75.0' 70.0 -75.0 C 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -00.0 70.0 -90.0 70.0 -90.0 A 57.5 -67.5 57.5 -67.5 51.1 51.1 54.8 -54.4 , 48.6 -48.6 41.0 -41.0 '51.1 -51.1 _ 61.1 -51.1 51.1 51.1 51.1 -51.1 48.8 -48.6 . B,E 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 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 " -90.0 70.0 -90.0 70.0 -80.9 68.4 - 68.470.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 A 62.7 -52.7 X 62.7 -52.7 45.5 x -45.5 49.1 - 49.1 44.3 -44.3 38.7 -38.7 45.5 -45.5 45.5 -45.5 - 45.6 -45.5 45.5 -45.5 44.3 -443 B,E 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 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -80.0 70.0 -90.0 70.0'_ -90.0 70.0 -85.9 70.0 -71.2 60.9 -00.9 70.0 -90.0 70.0 -90.0 70.0 -00.0 70.0 -85.9 70.0 -71.2 A 48.6 -48.8 48.8 -48.6 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 - 37.3 42.1 42.1 42.1 -42.1 - 42.1 _ - 42.1 _42.1 -42.1 41.2 -41.2 B,E 70.0 -75.0 70.0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ^ -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 4 C 70.0 -90.0 , 70.0 , -90.0 70.0 -00.0 70.0 - 79.3 86.7 -86.7 68.9 56.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 86.7 70.0, 70.0 70.0 70.0 67.0 70.0, 70.0 43.0 70.0 70.0 41.9 70.0 70.0 "44.4 70.0 70.0 41.0 70.0 68.4 38.7 70.0 60.9 37.3 70.0 59.9 A 24.000 8,E 26.500 30.000 35.000 37.000 70.0 70.0 45.2 70.0 -75.0 -75.0 -452 -75.0 70.0 70.0 46.2 A 60.000 8,E C ,70 0 - 90.0. 70.0 70.0 -75.0 -75.0 -45.2 -75.0 -90.0 70.0 70.0 39.7 70.0 70.0 -75.0 70.0 -75.0 -397 -75.0 70.0 42.8 70.0 -76.0 -75.0 -42.8 -75.0 90.0 -74.6 GLASS OPTION D. 7/18' LAMI (3/16"HS,.090,3/16"HS) FTL -3724 70.0 -75.0 70.0 39.2 70.0 83.3 -75.0 -39.2 -76.0 -63.3 70.0 70.0 35.9 70.0 54.0 -75.0 -75.0 -35.9 -71.8 -54.0 70.0 70.0 39.7 70.0 70.0 -75.0 -75.0 -39.7 -75.0 -90.0 70.0 70.0 39.7 70.0 70.5 -76.0 -75.0 -39.7 -75.0 -90.0 70.0 ( -75.0 70.0 39.7 70.0 70.0 -75.0 -39.7 -75.0 -90.0 70.0 70.0 39.7 70.0 70.0 -75.0 -75.0 -38.7 -75.0 -74.8_ 70.0 70.0 39.2 70.0 83.3 -75.0 70.0 -76.0 -75.0 70.0 -75.0 -90.0 -70.8 -75.0 -90.0 -57.0 -75.0 -90.0 -43.0 -75.0 -00.0 -41.9 -75.0 -90.0 -44.4 -75.0 -78.8 -41.0 -75.0 -68.4 -38.7 -75.0 -80.9 -37.3 -75.0 -74.5 88.7 -56.9 -382 35.9 -35.9 -76.0 70.0 -71.8 - 83.3 54.0 -54.0 ALL THE ABOVE SIZE COMBINATIONS 1 70.01 -20.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "OX" WINDOWS IS LIMITED TO 41.4 P.S.F. Or F.K. 646/03 A owed ft. 00. 0..44c r 0. .' ' a a... ay 0..: F.IC 02124W NO CHANGE THIS SHEET 1 1070 TECHNOLOGY°RIVE NOWA% A. 34275 P.O SOX /Snn Visibly Bettor °""""" CA-740 DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT 01110 II"1r 1..1,1,4. NTS 1 6 " 11 I 7052 -7 A 0 1 di ,aL 0 3 IdM 11P NNW I Maw* Luau A. Tunes, P.E. PE V88201 M4duNOi1 NOKCMIS, FL OUTSIDE REDRAW VEATM.AL SECTIONS TO P2 SCALE VERTICAL SECTION CONFIG. VERTICAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT a".O.,e arr• ".we Ma 0A-740 I .ewe NTS 7 11 7062 -7 MAX. HEIGHT (SEE SHT. 3) Awed M FK MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) mw.wr: a/26/03 A ww. ar. OW F. K. 02/2003 GNAW M 070 TECHNOLOGY OWE NOKOMS, R 27276 P.O. s0.\ 1.422 NOKOMB, R 34274 { MAX. FIXED LITE DAYLf GHT OPENING (SEE SHT. 3) MAX. HEIGHT OUTSIDE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) Visibly Batter VERTICAL SECTION "OX" CONFIG. REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 Approved as eorgy(ng wilt tb NNW : • ore / •'.[�' NOM a 74};7Z!!( SIMPI aye c 872 3 Lucia A. Tuvnar, P.E. PE 0158201 Mudwik& F.K. DORM AC F.K 0126/03 A O 10.3 • REDRAW HORIZONTAL SECTIONS TO N2 SCALE MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE fora TECHNOLOGY DRf✓E NOKuIr% FL 31775 P.D. SOX 1570 NOADiNIS FL 31274 Visibly Better HORIZONTAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT talonArakk CA-740 I"';T 8 r 11 7052 -7 O "O" FRAME SILL. #12x1 PH TEK SMS 97 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN FRAME ASSEMBLY TUBE 96 MATL:6063 -T6 O 'X" FRAME HEAD "OX" FRAME ASSEMBLY DETAIL Q #8x1 QUAD PH SMS (2) PER CORNER O FRAME JAMB F.K. Wad ay 0.1a fiadalsa: =WA new Oat Three don 6t Ob: oW('q• FA' 02/2403 A NO CHANGE THIS SHEET airn MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063-1 SASH FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY DRIVE NOICOIRS. FL 34275 P.O. BOX 1326 NOKOMJS, FL 34274 O SASH FRAME SIDE RAIL #8x1 QUAD PH SMS O (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL Visibly Bet a17f O SASH FRAME HEAD, SILL, JAMB MATL: 606346 DWG# 7003A EXTRUSIONS & ASSEMBLY DETAILS TMw ALUM. PROJECTED WINDOW, IMPACT a.rnrrh CA-740 " . 993 L�J 289" •J .040 INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 FIXED FRAME HEAD, SILL, JAMB MATT: 6063 -T6 DWG# 7005A aolm NTS 9 r 11 1 7052 -7 FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# TOO2A A f/r..d as c orG: >' ,rim Uw Phials Coat Die nau Mkied ?mad corua • x/241/03 Lucas A. Turner, P.E. PE $38201 MacMdcI LIMP PGT. 4 DESCRIPTION 67002A M .1N FRAME HEAD. SILL AND JAMB 781POA #8)C 1 OUAD PN SMS 7MC7008 MME CORNER KEY 7 7048 770415 I/2 x1/2 "X1/8" CLOSED- CELLDAM TAPE 9 7003 670034 SASH TOP, BOTTOM AND H1NGP 5 1155 711POA /LX 1 OUAD PN SMS 13 7017 - 67017K AULB WEATHERSTRIP ,1117X.115 t, ITEM DWG4 r 2 7002 5 1155 6 7008 14 7009 7MC7009 SASH CORNER KEY 16 7024 7MC7024 ,TRUTH 424.30.XX.002, MAXIM MULTI- 2 pOIl1 LOCK 17 7026 7MC7026 T &IITH 423050,92, LOCK, SUPPOOTPLATE IB 7MCIO24PPP TRUTH 419294. 410-24 X.562 PH. PH. TYPE F 20 , 7014 7MC7014 RH/LH TRUTH /1409;11& 440979. MULTI -LOCK KFIEPER (R.H. & LHJ 21 1157 76X12PPSMS 118 X .500 P11. PN. SMS 23 7013 78IC7013 TRUTH 431$41. TIE BAR GU IDE 24 711X1 FPSMS 46 X 1.00 FH. PH. SMS 25 7015 SEE CHART TRUTH' 411901.92 (14.91. TIE BAR ASSEMBLY 27 7029 7MC7029 TRUTH #51,02.32.011. MAXIM PROJECTED OPERATOR I 28 7030 7MC7030 TRUTH 431882. OPERATOR GASKET I ,9 7031 _ 7MC7031 Tg1]TH 42101. BACKING PLA7� 3 0 7832X38PPMSA 48-32 X 175 PH. PN. TYPE B 31 7MC7022 ,TRUTH 111454. SNAP -ON HANDLE 32 7034 TRUTH 411577. OPERATOR TRACK & SLIDER 33 7tx78PPSMS #t X .750 PH. PN. SAS 35 7023 7MC7023 TRUTH 43425.00.212. PROJECTED HINGE - 12'' 36 7023 -2 7MC702316 TRUTH 43427.00.104. PROTECTED FILNGE -16" 37 7023-3 7MC702320 TRUTH 4W9.00.107. PROJECTED HINGE - 20 36 71QX12PPSMS '110 X .500 PH, PHL, 40 SILICONE - DOW CORNING 899 OR 995 5/16" LAMINATED GLASS (1/6" ANN. & 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTTA ORDUPONT PVB) 5/16" LAMINATED GLASS (2 LTTES OP 1/i" HS GLASS W/ AN .090 INNER LAYER OF SOI.JITA OR DUPONT PV133 7/16" LAMINATED GLASS (3/16" ANN. 41.3/16" 119 GLASS W /AN .090 II,1NER LAYER OF SOLUTIA OR DUPONT PVB) 7/16" LAMINATED GLASS (2 LITES OF 3/16" HS GLASS w/ AN .090 NNER LAYER OF SOI.UTIA OR DUPONT PYD1 13/16" 10. GLASS (1 /1" HS GLASS & 5/16" LAM WI 3!8" AIR SPACE) 49 5/16" LAMINATED GLASS (2 LT[ES 1/8" HS OLASS WITH AN .090 INNER LAyFR OF SOLD TIA OR DUPONT PVB) 50 1634 71634K SETTING BLOCK /32" X 7/16" X 1" LO, 55 7036 67036 % DEAD 1/4J/16 LAM ,1 56 7042 67042 GLAZING BEAD 1 /2" I.G.. 7/16 LAM, 57 7047 67407 GLAZING BEAD (13/16" 64 1224 6TP247 VINYL BULB WWII (THICK) 66 7006 6709 SCREEN FRAME 68 7040 474 W/B SCREEN CORNER KEY 69 SCREEN CLOT 70 1635 61 ,§35K SCREEN SPLINE - SERRATED EiM 71 331 -A 60976 CASENT SCREE1�1 CUP 72 1157 74X12PSTW /B #8 X .500 SO. PN. TEK SMS 77 7MC30426 TRUTH 430476, CLERESTORY POLE g 78 7MC20550 TRUTH 420550. CLERESTORY ADAFTER 79 7019 711573 'l J lI 111573. SNAP -ON T- HANDLE KNOB Q 80 7018 7FLDHD TRUTH 411329. FOLDING HANDI Rw q F.K. r renw Doak: F.K. 45 46 47 48 0". WNW r a 02/240,3 NO CHANGE THIS SHEET 1070 WM1NQLOQY ORME MOKO 4i8, R. 34275 P.0 841f 1829 NOKRWQ 8.34274 9 ITEM 90 92 93 94 95 96 Visibly Setter DWG 11 7005 1155 7010 7007 7004A PGT. 4 67005A 7BJPQA 7MC7010 67007 67004A 712XIPPT .706" -- }--- t .665" .050" 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .125' .062" -.1 1.124 ", -- .093" ( 96)CASEMENT FRAME 1 ASSEMBLY TUBE MAT'L: 8063 -T6 DWG# 7004A 1 - 1 i - .172" 870" 050" es- .569" 13/18" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 2.701" . 1I 1.000" ,423" C>ASEMENT SCREEN FRAME MAIL: 6063 -T8 DWG# 7006 a.rpur PARTS LIST & EXTRUSIONS DESCRIPTION CASEMENT FIXED WINDOW FRAME 48 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER - HOR. PARABOND CASEMENT FRAME ASS'Y. TUBE 1$12X1PH ALUM. PROJECTED WINDOW, IMPACT a~wa IONIC Mom I Corby No CA440 NTS 10 .' 11 7O.2 -7 .623" .050" .865" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 moo 3 Lucas A. Tu"r, P.E. PE #51201 M 2001011 F.K NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. boon M. FJ(. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 114" MAX. SHIM --{ j- #12 & #14 I SCREW 1/4" MAX. SHIM -•1 3/16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Ir23/03 Dear 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A avow M. NO CHANG& TN1S SMEET Om I APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1/4" MAX. SHIM 3/16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1070 TECNNOLOOY DRIVE NOX061" FL .34278 P.O. YQX 1529 WOWS. FL 34274 1/4" MAX. SHIM --I r--- #12 & #14 SCREW Visibly Better APPROVED W000 BUCK 1 10 OR MORE THICK (SEE NOTE 2) -0 4 1 1/ "" MIN EMBEDMENT FIXED UNIT FRAME • TO WOOD BUCK 1 1/2" OR MORE THICK b 1 1/4" MIN. EMBEDMENT r.— FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) 1/4" MAX. SHIM --Pi 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUM. PROJECTED WINDOW, IMPACT aM: MK o"nww CA -140 I NTS 11 a 11 I 7052 -7 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Approved as emptying rph the D I i - NOA..Yr.? 1 E'7 t' Masai I nodal Coating Luo.. A Tumor, P.E. PE #51201 ModurtIcral APPLICANT: Perez, Joel STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT CONSTRUCTION INSPECTION LOT: 19 BLOCK: 178 PROPERTY STREET ADDRESS:1167 NE 99 St Miami FL 33138 PROPERTY ID #: 11- 3205 - 018 -0080 CONSTRUCTION [ TANK INSTALLATION [01] TANK SIZE [1] 900 [2] [02] TANK MATERIAL Concrete [03] OUTLET DEVICE (04] MULTI- CHAMBERS [05] LEGEND N/A [06] WATERTIGHT [07] LEVEL [08] DEPTH OF LID DRAINFIELD INSTALLATION [09] AREA [1] 429 [2] 429 [10] DISTRIBUTION BOX /HEADER [11] NUMBER OF DRAINLINES 0 [12] DRAINLINE SEPARATION [13] DRAINLINE SLOPE [14] DEPTH OF COVER [15] SYSTEM ELEVATION [16] SYSTEM LOCATION [17] DOSING PUMPS 0 [18] AGGREGATE SIZE [19] AGGREGATE SOURCE [20] AGGREGATE WASHED [21] AGGREGATE DEPTH FILL /EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] EXCAVATION AREA [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS: APPROVED FINAL SYSTEM [ APPROVED RQ i c _ DISPO ZA1,4 S F * Ff00AL AG : SA0021074, DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 -002- 4016 -4) (ostds_cins_4016 -21 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH CHAPTER 64E -6, FLORIDA ADMINISTRATIVE CODE. 0. 0 0 [ ] [ ] [ ] [29] [ ] [30] [ ] [31] [ ] [32] [ ] [33] [ ] [34] [ ] [35] SQFT [ l [ ] 1 l 1 1 1 I� rr'fIRA�r� ( A u E la r ] Cave, Ronald ] Cave, Ronald CENTRAX #:13 -SG -23322 DATE PAID: FEE PAID : RECEIPT . OSTDSNBR :04- 4272 -M SETBACKS [27] SURFACE WATER [28] DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS POTABLE WATER LINES BUILDING FOUNDATION PROPERTY LINES OTHER FILLED /MOUND SYSTEM [36] DRAINFIELD COVER [37) SHOULDERS [38] SLOPES [39] STABILIZATION MATERIAL ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] PLUMBING FIXTURES [46] FINAL SITE GRADING [47] CONTRACTOR STATEWIDE [48] OTHER ABANDONMENT [ ] [49] TANK PUMPED [ ] [50] TANK CRUSHED AND FILLED Dade Dade CHD Date: 1/21/05 CHD Date: 1/25/05 Page 2 of 2 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE =':. FLOOD ZONE(S) (Zone AO, use depth dloodna) 0093 J 03-02. 1994 02-01.1979 AE EL 8 BUILDING OWNER'S NAME PEREZ FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1167 NE 99 STREET CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 19, BLOCK 178, MIAMI SHORES VILLAGE SECTION 8 PLAT BOOK 43 , PAGE 69 of the Public Records of Broward County, Florida RESIDENTIAL IATTTUDE/LONGITUDE (OPTIONAL) ( #ll° -MP -##.11V or ##.#####°) FEMA Form 81 -31, January 2003 HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION STATE ZIP CODE FLORIDA 33138 - See reverse side for continuation. SOURCE: ❑ GPS (Type ): ��^ ❑ USGS Quad 9l 8 J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME DENNIS J. GABRIELE TITLE SURVEYOR UCENSE NUMBER LS 5709 COMPANY NAME PATRIOT SURVEYING AND MAPPING, INC. O.M.B. No. 3067 -0077 Expires December 31, 200E For Inshra ceCompany Policy Number Company NAIC Number B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120256 0093 J B2. COUNTY NAME MIAMI -DADE COUNTY B3. STATE FLORIDA B10. Indicate the source of the Base Rood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe): _ B11. Indicate the elevation datum used for the BFE in B9: 0 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_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Baling elevations are based on: ❑ Construction Drawings* ❑ Buadng Under Construction* ® Finished Constuction 'A new Elevation Certificate will be required when conshudicn of the building is complete. C2. Building Diagram Number 1(Seled the builctng diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram emirate)/ represents the bulking, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Item C3.a-i below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Shaw field measurements and datum conversion calculation. Use the space provided or the Comments area d Section 0 or Section G, as appropriate, to document the datum conversion. Datum ASSUMED Conversion/Comments _ Elevation reference mark used BULD FLOOR Does the elevation reference mark used appear on the FIRM? ❑ Yes 0 No o a) Top of bottom floor (inducting basement a enclosure) 1 r. 05t(m) o b) Top of ned higher floe o c) Bottom of lowest horizontal structural member (V zones only) . o d) Attaclhed garage (tap of slab) ft( ' o e) Lowest elevation of maclhinery ands equipment wm servicing the building (Describe in a Coments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 ft above argent ent o i) Total are of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) z ADDRESS CITY STATE ZIP CODE 5758 NW 62nd T CE PARKLAND FLORIDA 33067 SIGNATU DATE TELEPHONE 412612004 954-.509-0083 Replaces all previous editions For Insurance Company Use: Polo/ Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Mdudkg Apt, Unit Sidle, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. 1167 NE 99 STREET CRY MIAMI SHORES SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides cf this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ASSUMED ELEVATION 10.0 ON FINISHED FLOOR OF BUILDING . SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zane AO and Zane A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Builctng Diagram Number _(Select the building diagram most simila to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the bullring, provide a sketch or photograph.) E2. The top d the bottom floor (inducting basement or enclosure) of the bulking is 0 ft. (m)11 in.(am) ® above or ❑ be (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Bulking Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) cf the building is ft (m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top cite platform of machinery and/or equipment servicing the bulking is ft. (m) in.(am) ❑ above or ❑ below ( check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the cormunitlls floodplain management ordinace? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The p r o p e r t y owner or omen's authorized r e p r e s e n t a t i v e who completes Sectors A, 8, C (Items C3.h and C3.i only), and E f o r Zane A (without a FEMA or community- issued BFE) or Zone AO must sign here. T h e s t a t e m e n t s i n S e c t i o n s A, C , and E are craned to the best of mylowjedge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME DENNIS J GABRIELE LICENCE # 5709 ADDRESS 5758 NW 692 TERRACE SIGNATURE COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oamnunitis floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign belam. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, a achitect who is authoized by state or local lam to certify elevation infom a ion. (Indcate the source aid date of the elevation data in the Comments area below.) G2. ❑ A community cAidal completed Section E for a buiking located in Zone A (without a FEMA- issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4 G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF C0I RIANCE/OCCUPANCY ISSUED G7. This pemrt has been issued to ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (inducting basement) of the bulking is: G9. BFE or (n Zane AO) depth of flooring at the bu Jing sites: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 STATE ZIP CODE FLORIDA 33138 CITY PARKLAND DATE 4126/2004 TITLE TELEPHONE DATE ❑ Checc here if attachments STATE ZIP CODE FLORIDA 33067 TELEPHONE 9544090083 Datum: Datum: Replaces all previous editions Inspection Date: 01/03/2006 Inspector: Levrack, James Owner: PEREZ, JOEL Job Address: 1167 99 Street NE Project: <NONE> Contractor: SONY LEO PLUMBING Building Department Comments Friday, December 30, 2005 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 05)795 -2204 Fax: (305)756 -8972 20' Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132050180080 Lot: Phone: 305 - 757 -4499 Page 2 of 2 ecto Comments J I _ 0/ '7° / Passed Failed Correctio Needed Re- Inspectio 1 Fee ($75) No Additional Inspections can be schedule. un i re- inspection fee is paid. Inspection Date: 01/03/2006 Inspector: Levrack, James Owner: PEREZ, JOEL Job Address: 1167 99 Street NE Project: <NONE> Contractor: SONY LEO PLUMBING Building Department Comments Friday, December 30, 2005 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 05)795 -2204 Fax: (305)756 -8972 20' Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132050180080 Lot: Phone: 305 - 757 -4499 Page 2 of 2 V) 1 A , MIAMI S ES VILLAGE (v BUILDING DEPARTMENT 305- 795 -2204 SEP 3 0 2005 Building Inspection Request Date ( 1(Z7105 Type Insp'n W GTC - P ? /) , E. Permit No. ZCo5 -23 r Name tJyt7 Address IM 7 1/E 'QLST Company 301 L to 7 10001 Phone # 3e5 O �- Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Printed: 3/16/2005 Applicant: JOEL PEREZ Owner: PEREZ JOEL JOB ADDRESS: 1167 NE 99 ST Contractor SONY LEO PLUMBING Local Phone: 305 - 757 - 4499 Parcel # 1132050180080 Signed: (INSPECTOR) Plumbing Permit Phone: 305 - 795 -2204 Permit Number: PL2005 -23 Contractor's Address: 160 NE 84 ST Legal Description: REV PL MIAMI SHORES SEC 8 Permit Status: APPROVED Permit Expiration: 7/17/2005 Construction Value: $2,940.00 Work: PLUMBING FOR GARAGE ENCLOSURE TO NEW BEDROOM /BATH- MASTER BP2005 -63 Page 1 of 1 PB 43-69 LOT 19 Fees: Description Amount FEE2005 -3471 Building Fee $175.00 FEE2005 -3472 CCF $1.80 FEE2005 -3473 Submittal Fee ($50.00) FEE2005 -3474 Training and Education Fee $0.60 FEE2005 -3475 Technology Fee $4.37 Total Fees: $131.77 Total Fees: $131.77 Total Receipts: $0.00 MAR 1 7 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 178 LOT i 1a1111 s nores v 111cl.gc D ul1u111 ircdpai �lll�llL il6 Clontractor Permit No. P I os ' Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) 11 (7 7 N € 9c/ City O. /�� S 1/�m /` � County ' f - a c Zip Legal Description �-J t Q^ t D t Contractor's Company Name 3cp/ti P f �+-wt Phone # 06 4 Li 9 '73 Cc Contractor's Address 140 0 kft, 14-' City Ala-(,u .. tate Zip ' 1 32 Qualifier 3 ,71 [_J2,3 C e l t Describe Work: l OS- pacp4. I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official an the illage of Miami Shores harmless from all legal involvement. Signature Signature O er or Agent The foregoing instrument was acknowledged before me this this day of Rev. 09/19/03) .20 by My Commission Expires: The foregoing instrument was ac NOTARY PUBLIC: Sign: rgn. Print: Print: ' My Commission DD229392 w.w Expires October 21, 2007 My Commission expires: for ow dged before me day of g 20 ° C by 61 d u who is personally known to me or wh has produced who is personally known to me or who has o ed As identification + d who did take an oath. • of ation •j i (p' id take an oath. I A'zCO Cvra� ir�s Co'a1OO'Levt -i-on Certified letter #7001 1140 0000 3644 3880 October 14, 2005 Mr. Sony Leo Sony Leo Plumbing Plus, Inc. 160 NE 84th Street Miami, FL 33138 Re: Contract for the job located at 1167 NE 99th Street, Miami Shores and Contract for the job located at 290 NE 98th Street, Miami Shores Despite our repeated attempts to contact you, you have failed to finish job at 1167 NE 99th Street to a contract stage described as rough plumbing. You also have failed to proceed with the job located at 290 NE 98th Street. At the same time your performance on that job resulted with two floodings of interior spaces, and substandard installation of some fixtures, exposing Arco Construction Corporation to financial losses, and possible lawsuit against us. In view of that, we have no choice but to hire substitute contractor to continue the jobs. Since there is no willingness on your part to proceed with the work, we suggest, that in exchange for next scheduled payment for 1167 NE 99th Street, and in consideration of payments already made for the job at 290 NE 98th Street, we would receive release from those contracts, and final releases of lien. cc: copy via regular mail. Genemst Con+tnactP /CGC1505163/1665 N.E. 137t* Terrace /N.Mian i, FL 33181 305.892- 6507 /Fax 305.892 - 2379 3 BUILDING PERMIT APPLICATION FBC 2001 Permit: Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder Owner's Address City ".( i ;') St Tenant/Lessee Naive o a.) Total Fee Now Due $ (Continued on opposite side) lva� v image Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33133 Tel: (305) 795.2204 liar: (305) 756.8972 County Miami- Dade NO Phone # Job Address (where the work is being done) ti 6 1E jI 1 &- Cit Miami Shores Villa! e Is Building :Historically Designated YES Contractor's Company Name 9 Phone # 0 4 � 1 p Y 6 P ' � 7 �' 1 Contractor's Address ?� City 1 4-< State �— Zip t b J ( g Qualifier State Certificate or Registration No. C-0•Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # try S Value of Work For this Permit '(1 Square Footage Of Work: Type of Work: (1dtldditiou ❑Alterataimr :New " Repair/Replace 0 Demolition (.! Describe Work: 1Jk i & ( ******** ******* * **** * ******* Fees* * * * ** * * * ** * *e * * * * * * * * * * * * * * ** Submittal Fee � " Permit Fee $ 11 7.°.— CCF S CO/CC t� Notary $ Tratining/Education.Fgie $ t Or) Technology Fee $ il 3 7 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Nan Review. $ Permit No. Master Pertarit No. Phone # Mechanical Roofing Zip I Zip 33 ( Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address I V 7 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated i promise in good faith that a copy of the notice of commencement and construction lien .•w whose property is subject to attachment. Also, a certified copy of the recorded notice o ' c', for the first inspection which occurs seven (7) days after the building permit is issue inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoi ' instnt day of , 20 _ , by day of who is personally known to me or who has produced who is personally known to me As identification and who did take an oath. (90(3 4dent "7W - �r NOTARY PUBLIC: NOTARY PUB Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 J Si m: �.ue: broc menc n the ilip i 0 0 1 0 My Commission Expires: L eeding $2500, the applicant must ure will be delivered to the person ment musi be posted al the job site absence of such posted notice, the Contractor was acknowled 20 OS by d before me who has produced L- &., e an oath. Engineer Zoning y H. Gonell I Expires: May 26, 2008 Atl ntic Bonding Co., Inc. 0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************** * * * * * * * * * * * * * * * * * * * * * * * * *, * * * *: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** 1 -- 9 5 Plans Examiner Build in e artment BUILDING PERMIT APPLICATI FBC 2001 City gre.cacI S t ter e s State Total Fee Now Due $ (Continued on opposite side) Miami Shores Village 10 Tel: (305) 795 DEC 1 8 Permit Type (circle): Building Electric Mec hanical Roofing Owner's Name (Fee Simple Titleholder) C_ AJ - I 1 "' (CZ — Phone # Owner's Address // (' ? Are q T q'1''i`,. e�, Fl 89. 33138 756.72 // Perm No. ? S"" ;o'— Zip 365" ?'5 7 Tenant/Lessee Name Phone # Job Address (where the work is being done) /f!Q i E C 7q• City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name /7 D2tJZ/1..f.E Y Phone # Contractor's Address S t44 4 r Gv.e. City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) A . $«t 1., 4 045SPC Phone # 47 S . Q'C? $ Value of Work For this Permit // ?Oa Square Footage OfWork: VTIC . '- Type of Work: (Addition ❑Alteration ❑New ID Repair/Replace ❑ Describe Work: IG4C - +� 644741/e ei e2 &, JYti". L / re,df 1o" ****************************F rte' Submittal Fee $ 6/� Permit Fee $ /70d 41 CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 190 G 36v / .3. 4, City Iivt�/ werfi✓ State ONO 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 sire 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 sonally nown to me or w Tres: edged befor e thus Signature day who 1 NOT • t • .�:. SS Print: K My Commission E er or Agen The foregoing instrument was ackn * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 05/13/03 oe h Zip c11 iP Signature Contractor The foregoing instrument was acknowledged before me this , day of , 20 _ , by o has produced who is personally known to me or who has produced ication and who did take an oath. as identification and who did take an oath. Y P '�' -, Gin T OIBLIC: = `� Commission #DD323870 *: ' *: • May 26, 5(01: P • • c?: Bonded TFTiro OF '', ., , ■ Atlantic BondingCn>?tiiit: My Commission Expires: ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEIfORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIRAETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 If STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COM). MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEM3LIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4 TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING 1 PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL • 1viiami mores v iii igc D uiluiii pcu l.iliiilll, (1?:•P c Change of Contractor Permit No ILC " 3 EJV JAN Owner's Name (Fee Simple T tleholder) Own s Address City l OBI 5 o1ca. Tenant/Lessee Name Soh Address (of where the w is being done) ..ic 4: _-, Of 1/67 4 q Cay. Cit � Ol r l 1 ) O `rCS County _ Zip 3 Legal Description c Contractor's Company Name Phone # Contractor's Address , 2/ Q - City 1" l i/A State Zip Qualifier Orrf5 - es- He, es ?J Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. � Phone # zip .35 ] 60 . Phone # Signat ��`�`lr��� �� Signature 0 er or gent The foregoing instrument _ . . owledged before me this The fore this Zro day of J Ar . 20 d6 by — — , day of who is personally known to me or who has produced who is pe s. ally known to rle or who has produced as identification and who did take an oath. edged before me As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: VjT( or eny H:;�. de 76455 My Commission expires: My Com �issio � v CO,;I„ISSIOn 'D Expires: SEP 27 200 * * ***** ** * * * ** ** ***** * ** **** ** '* cr*************************************** * ** * * ** * * ** * ***** * **** * * ** * * *** Rev 09/19/03) NOTARY PUBLIC: Sign: Print: BUILDING PERMIT APPLICATION FBC 2001 Job Address (where the work is being done) Is Building Historically Designated YES $ Value of Work For this Permit Type of Work: ❑Additions Describe Work: r zi Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (303) 795.2204 Fax; (305) 756.8972 Permit Type (circle): Building E.ie coin! Plum le+alacal Roofing Owner's Name (Fee Simple Titleholder) "°� 45e4 �p Phone # Owner's Address // 67 AO 9 51' w City / c G 8-) State Tenant/Lessee Name /167 E 9grge City Miami Shores Village County Miami -Da k Zip Contractor's Company Name 44�? Phone # 5 7'► Y6 Contractor's Address 6' 0 NA/ 4 City State Zip / 4 Qualifier ©, - e. stQ. &se 14 ew State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 0 ❑AIteration ❑New Zip "A'S L Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * *. * * * * * * * * * *** * * * * * * * * ** * * * * ** Submittal Fee $ Permit 1S- 00 CCF $ CO /CC Notary $ Trainin ` . ucation Fee $ Technology Fee $ Scanning $ R, don $ Zoning Bond 'S Code Enforcement $ Structural Plan Review - . $ 0414-1Q Permit No.---'Q _Z Permit No. 1 ❑ Repair/Replace 0I em olirtion Bonding Company's Name (if applicable) Bonding Company's Address / V ` City State Zip Mortgage Lender's Name (if applicable) 41/14 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature APPLICATION APPROVED BY: chc 05/13/03 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2-4 day of ,20_,by , day of , 2 / by / who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. eny NOTARY PUBLIC: NOTARY PUB I 1 : NOTARY; .STATE OF FLORIDA. : ez Sign: Sign: Print: Print: My Commission Expires: My Co issio ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 4 Permit Receipt Permit Number: PL2005 -23 Invoice Number: imp -1 -06 -23594 Applicant: JOEL PEREZ Company Name: L Date 01/25/2006 Payment Type CheckNum Amount Check CC $75.00 Total Payment: $75.00 Wednesday, January 25, 2006 Page 1 of 1