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1170 NE 102 St (8)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 - (1-19' Job Address 1 17 N� /D 7 7tf zIF E T Tax Folio 1 / -- 3 2 0 S - 2 l 9 - 0 / S b Legal Description 2.17 /jZGe/� 176, Historically Designated: Yes No Owner/Lessee / Tenant L AL2IQA /1-2I-l05Th Master Permit # (i-4- ? 13 (4-S0p2> Owners Address 1170 &I (D Z 7.:(15.77z--r Phone 791 - 709 Contracting Co. S F4Itz, 7R /G Address / 3 S 73 5'cv 28r -sr # Phone e r Z 5 77 C - z`.' --__ s e/s state # b1 ( bo / 3S 3 8 Municipal # c 7- go oo 3 36 Competency # 10 fr' "ns. Co. Architect/Engineer ja-C 4Dtt-/ZALOE Bonding Company Address Mortgagor Address Square Ft. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT . m. d"P RADON C.C.F. X11 Gal' Q/l. NOTARY Address ¢lS /\/e / (4' re'srizer Permit Type (circle one): BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /3,71/44M/ / 2/ 7 / 77 0 A , O A.)ezu SS7e_V / 200 A/74r f L' / on°tX1:10 _ I'j,, S S � V''151° fie. • /Estimated Cost (value) /Po / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Cont lctor or Owner -y� . / Date Notary as to ontractor .r i er- Builder My Commission Expir • Y: ' /.1 2001 ••:i /: 9 BOND TOTAL DUE N APPROVED: Zoning Building Electrical G%G -341/4.7l/f- Mechanical Plumbing Structural Engineer Date G-1 6 ' 1'1 Job Address ((} 0 N. ( 2: ST" Tax Folio Legal Description 1 .- 0 1 6 -oGL (7 of tM 1.' ( S th'4 ' Historically Designated: V • is #¢3 f/14 ft (o Ot fueLt r d P/P10a e.Ja • Owner/Lessee / Tenant )12.A (1,t eS T°U Owner's Address t t D NE 102- ST• l Contracting Co. / 'Z�I % P A Sep, v ! C e fry r. Qualifier /mid -/4 yti e o (�OGU 5 c(e N i4 State # C/ O S - 3 7 Municipal # Architect/Engineer Mortgagor Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: APPROVED: Zoning Building Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE SS# 7 7 - 0 2 (v y , / Bonding Company Address Permit Type (circle one): BUILDING ELECTRICAL LUMBING MECHANICAL ROOFING PAVING FENCE SI(N WORK DESCRIPTION 1\)R W, SAYt-(l &oolit N' c3,v(4 me) ( ke rocrJ( S K i c c o-eu S I NIL W keeil tie' ~- t. ? 1%O re ki i ep . CtSt . Li w e s • f�P �t - � . Iw ply e(> ct-orti W/ sN2't 47J0 Cfc9 a=rt - / v� Square Ft. Estimated Cost (value) 4 4 coo WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN Y MJP PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Ygl1R LEN}>!pR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that ttll work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for 1:LEFTRAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regplfijing construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ctor o L DYS J VILLAR NOTARY PUBLIC STATE OF FLORIDA COMMESION NO. CC714103 M COMMISSION EXP. MAR. sion E BOND Electrical Ins. Co. TOTAL DUE 1 Owners lder Date O —e 3, 0 Structural Engineer ITEM BATH 11.E UNIT - FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TENFORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AAPS DUCT WORK FLOOR DRAIN SERVICE REPAIRAETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AM) PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY - OVEN ABOVE GROUND TANKS LAUNDRY TRAY de _ WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER / MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTCI:IS OVER 3- 5 HP MECHANICAL VENTILATION SINK. RESIDENCE / MOTORS OVER 5- 8 If TRANSPORTING ASSEMBLIES 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 ;2- 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 ORAINFIELO, 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 • 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.) PLUMBING ELECTRICAL MECHANICAL Re FL 4 (e 17,1 rej lie .tiTC/7t.- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date (j— a 19 Job Address (170 i4 b2 . Tax Folio Legal Description LOt S, %t. tT , 15.43 Historically Designated: Yes No f/ Owner/Lessee / Tenant L A S /4 A- %me -s-co Master Permit # z/ y9 /3 Owner's Address Contracting Co. Qualifier State # C G -C6 0g 0V Municipal # Competency # Ins. Co. Architect/Engineer J C , S l ✓ � O L A 1 s e Z . A d d r e s s 4 t ' t•.)' 1 4 ' - r . tittA -m.1 131(01 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN at ldbt tO►N WORK DESCRIPTION DATh Room?) woo 0 A7..s C Frtti. f AAGu A 't t o Jo 1 f t' r A0 R iZ � h�f- t) oet �pyN G x A Q0x4.0olv 13A -`ri RdeM /,O ICE (LB 1%HcA. J )CIS tt creict Square Ft. 40 S. F. /3ct7`h roo ctct d i 1-n✓lEstimated Cost (value) O �� 13or Pw.odPl�25 01-00 oo 1 3 000 RPr+cdt WARNING TOO R: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 conduction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of o er and/or Condo President nan DCCV 4 0�• .14).°C, FEES: PERMIT o" 0 r/l � 110 0 elf S- ,1006 C l o krzAt. .2 G. e. joss ZAL02 RADON APPROVED: Zoning Buil Mechanical / Plumbing C.C.F. Phone 3 OS — 7 O ' Address 4-05 14 - r sr ss# ( Phone 904 8q1 3o 3 ,.ai ►�+ts.�!!�7.' .der D aft (T'- S - ,, yz0 - 33 12- `i Signature o No Comm ssion Expktf AD j Vi LY Y x P�A,DYS ] VILI.AR SEAL NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MYCOMM5SION EXP. MAR. 1,202 '6, 90 NOTARY BOND 300. Date TOTAL DUE V 06/10/1999 05:49 8913064 JOSE GONZALEZ • NOTICE OF COMMENCEMENT U--- 0(1— C11 J o r PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property. Chapter 713, Florida Statutes. the following information is provided in this Notice of Commenceme 1. Legal description of property and street address: Or 9 i76 f P e . d 2. Description of improvement: _afttlir pt /kjr(» 1.4.1000 . DeZt4 Vein Aecvirt(ham sj a e a�nd"bdd is : (7° Ayr A ,4 R r.f r ({ "'1 t", - 1 D M (/fir f•.a t 544 ¥LL cA.aeP Interest in property: Name and address of fee sample titleholder: 4. Contractors name and address: ---)0S - 5. Surety :(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 8. Lenders 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. Name and address: kr / /1 _ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a drfferent d $erlo- pacified) Signature of Owner Votary Public 3 rint Notary's Name 13 0-ER vfy Commission Expires: Print Owners Name L AO RA NZ AA 1 Sworn to and subscribed before me this 10 day of . 19 9 n 1 . AP, .41 AY1141.le H- -I.-t) BARBARA 8. HUTTO Notory Public - State of Florida My Commission CommlasIon�CC 615626 2301 06/09/99 F LORIDA , COON OF DADE Y °i th° p• . OF } hot ° Oruo day of r ErtlIFY this is � QHcR: I ',h o dic° on — ' I filed in f A , 0. 19 ti o...! pfl:•lo! , a It rn Countti Courts HARR111 + ��, r ,, B C. - D _�— 17:53 TX /RX NO.6437 P.001 and in accordance with nt. Prepared by: •.1O C / 6iuZ4LC2 Address: 4 /S toe" / (4.7NS'/" 14!,4yy/ pi- .37/6 Iq PAGE 01 • 1 4-,4(e STO /170 ,&1:. /D d 37; MIAMI EEO= VILLAGE - OE EU LD NG AND ZONING DEPART:'E 10050 N. E. and AVENUE ?h. (2051 795-2204 FAX: (305) 75- 3JILDING PMIIT/ REGISTRATION C?FT CLIST Copy of STATE OF FLORIDA CERTIFICATION (DPPR) :r STATE REGISTRATION AND DADE COUNTY CCMPETENCY LICENSE.// 1/ Copy of =ant OCCUPATIONAL LICENSE from county co- municipality where business is located. i Certificate of Insurance for I•IABILTTY (addressed to Mimi Shores Village). Certificate of Insuance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM-204, Construction Industry Notice of Election to be Exempt. PLE.1SE SUIT EVER:MING CBE= OFF Permit Application (signed by person performing the work, licensed ntractor and the property owner, both signatures notarized). L sets of •1 ns signed and sealed by registered architect or Two se.s o� /g5 by engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. y Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calallations. S t 3 V ) e cJ + S ecd Pc/ 'a sets of signed & sealed Truss Plans (Engine--). y / DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aural.= carports, screen enclosures, shutters awnings, skylights, french doors and etc. A /// Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary /// Structural Review fee T Flood Elevation Jun 09 99 07:02p Laura S. firmesto METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami FL 33166 Acceptance No.:98- 0709.05 Expires: 10 /31/01 Approved: 08/20/98 -1- 954 435 -8818 p.2 METROPOLITAN DADE COUNTY, FLORIDA METRO.OADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 • (305) 375-2901 FAX (305) 375 -2908 Your application for Product Approval of: k /91 Series 238 Aluminum Casement Windo _ ° under Chapter 8 of the Metropolitan Dade . • .. '.de governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. aul Rodliguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Jun 09 99 07:02p Laura S. Rrmesto • construction Glass Industries C2-.) .7- 954 435 -8818 p.3 ACCEPTANCE No.: 98- 0709.05 e 1598 APPROVED . EXPIRES : October 31. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum casement window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series "CGI 238" Aluminum Casement Window - Impact Resistant 1.3 Overall Size a.) 3' 1" wide x 5' 3" high by 2 -1/2" deep PA 202 b.) 4' 0" wide x 6' 0" high x 2 -1/2" deep - PA 201 & 203 Impact & cycling c.) 4' 2 -5/8" wide x 2' 2 -1/2" high x 2 -1/2" deep - PA 201 & 203 Impact & cycling d.) 3' 1" wide x 5' 3" high x 2 -1/2" deep - PA 201 & 203 Impact & cycling 1 i Configuration X 1.5 No. & Size of Vents One operable panel: a.) & d.) 35 -1/16" wide x 61 -1/8" high. b.) 46" wide x 70" high c.) 48 -5/8" wide x 24 -1/2" high 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material 2.2.1.1 Non - Impact Windows: 2.2.1.1.13/16" annealed glass, 2.2.1.1.2 3/16" tempered glass. 2.2.1.2 Impact Windows: 2.2.1.2.1 3/16" annealed DuPont Sentryglas R-457 glass. 2.2.1.2.2 3/16" tempered DuPont Sentryglas R-457 glass, 2.2.1.2.3 5/I6" overall laminated glass, consisting of: out board lite: 1/8" annealed glass, interlayer: .090" Monsanto Saflex PVB interlayer inboard lite: 1/8" annealed glass. 2.2.1.2.4 5/16" overall tempered laminated glass, consisting of: out board lite: 1/8" tempered glass, interlayer: .090" Monsanto Safle.x PVB interlayer' inboard lite: 1/8" tempered glass. See Section 7 for corresponding Design Pressures and limitations. 2.2.2 Glazin¢ Method 2,2.2.1 Non - Impact Windows: Glazed with GE 1000 silicone backbedding compound with two 3/16" x 1/4" x 1/2" long wood setting blocks at the sill and rolled alum. glazing beads. 2.2.2.2 Impact Windows: Structurally glazed using a .090" x .563" bead of GE 1200 structural silicone on the interior side and a 3/16" diam. x .040" rubber bulb in a snap-fit extruded aluminum colonial glazing bead (P• 4375) at exte 'de. Glass Bite = l /2 ". M• ' el Perez, P.E., Pro t Control Examiner Pro • . ontrol Division Jun 09 99 07:03p Laura S. Rrmesto Constrr;ction Glass Industries -2b- 954 435 -8818 0.'J ACCEPTANCE No.: 98- 0709.05 APPROVED 2 0 1998 EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.6 Hardware: continued. Description Location 2.6.4 One Truth Model #23 -20 -00 -101; 11" long At lower frame sill corner, near hinge single arm operator, mounted w /two #10 jamb. x 1/4" MS and 16" long SS track (Truth Model #30175) on vent mounted wltwo #8 x 3/8" SS SMS. 2.7 Weepholes: None 2.8 Muntins: None 2.9 Reinforcement: None 2.1„ Sealant & Pads: Frame and vent corners are sealed with a white colored sealant. 2.11 Additional Description: Flange type frame. p.4 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Design Pressure Rating. To determine the Design Pressure Rating, first determine the type of glazing used, only the types of glass mentioned below are allowed. a.) If it is 3/16" monolithic glass, then it qualifies as a non - impact window. Use Table 7.1 and determine if it is annealed or tempered to select the appropiate column. b.) If it is 3/16" Sentryglas, then it qualifies as an impact window. Use Table 7.2 and determine if it is annealed or tempered to select the appropiate column. c.) If it is 5/16" Saflex laminated glass, then it qualifies as an impact window. Use Table 7.3 and determine if it is annealed or tempered to select the appropiate column. 3.2.1 Non- Impact Windows: For Design Pressure Rating vs. Window Size, see corresponding Comparative Analysis Charts in Section 9.1 for 3/16" annealed, and Sections 9.2 & 9.3. for 3/16" tempered glass. 3.2.2 Impact Windows: For Design Pressure Rating vs. Window Size, see the corresponding Comparative Analysis Charts in Section 9.1 for 3/16" annealed, and Sections 9.2 & 9.3. for 3/16" tempered glass and also the corresponding Supplemental Chart for Cyclic Design Wind Loads in Section 9.4 for Sentryglas and Section 9.5 for Laminated Saflex glass. Design Pressure Rating is limited by the maximum pressure cycled. 4. INSTALLATION: 4.1 Screws and Method of Attachment 4.1.1 Non - Impact Windows: SILL : #10 x 1 -1/2" PH SMS at 6" from comers and the rest at 25" on center max. HEAD : #10 x 1 -1/2" PH SMS at 6" from corners and the rest at 25" on center max. JAMBS : #10 x 1 -1/2" PH SMS at 6" from corners and the rest at 17" on center max. Man 1 P P.E., Prod Prod t Control Division ontrol Examiner Jun 09 99 07:03p Laura S. Armesto Construction Glass Industries ACCEPTANCE No.: 1 -(V 954 435 -8818 p. 5 APPROVED r .. EXPIRES : October NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Impact Windows: SILL : #I0 x 2-1/4" PH SMS at 6" from comers and the rest at 25" on center max. HEAD : #10 x 2 -1/4" PH SMS at 6" from corners and the rest at 25" on center max. JAMBS : #10 x 2 -1/4" PH SMS at 6" from corners and the rest at 17" on center max. Note: Please see note #11. Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have - adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This Notice of Acceptance renews Notice of Acceptance: No. 96- 0417.03 dated August 15, 1996. 6.4 NOTE: For hurricane protection requirement see Section 7. -2c- Manu P rez, P.E., Produ Product Control Division ontro! Examiner Jun 09 99 07:04p Laura S. Armesto Construction Glass Industries 7. TESTS PERFORMED: 7.1 • C LAZ [NG: TEST AIR INFILTRATION @) 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) AIR INFILTRATION (4)6.24 PSF SFBC PA 202 -94 (0.37 CFM/FT) o UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE r Uti :FORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) SFBC PA 202 -94 UNIFORM STATIC PRESSURE - FULL TEST LOAD SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) CYCLIC WIND PRESSURE TEST SFBC PA 203.94 NEGATIVE (4,500 cycles) Design Pressure Rating (Positive) Design Pressure Rating (Negative) Comparative Analysis Hurricane Protective System 0 ACCEPTANCE No.: 98- 0709.05 APPROVED 9 0 I918 EXPIRES October 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: NON - IMPACT WINDOWS 3/16" ANNEALED GLASS TEST LOADS DESIGN LOADS 0.03 CFM/FT FTL -1003 0.04 CFM/FT FTL- 1 003 +60.0 PSF FTL -1003 +60.0 PSF FTL -1003 -60.0 PSF -60.0 PSF FTL -1003 FTL -1003 +16.50 PSF FTL -1003 +90.0 PS FTL -1003 See Section 9.1 REQUIRED +110.0 PSF FTL -1003 +60.0 PSF FTL- 1 003 -90.0 PSF -60.0 PSF FTL -1003 FTL -1003 SATISFACTORY ---- FTL -1003 NONE NONE NONE NONE NONE NONE +60.0 PSF -60.0 PSF 954 435 -8818 3l 0 lie .See� Manu P - rez, P.E., Produ Product Control Division - 2d - SATISFACTO `i > "F t;io41 s',11 PSF t. 1 .10 01; r SAL,..•[ _�- .iS "1'27 3 PSF 7:0 PSPr<: ton49z2'an4 Amp trol Examiner p. Jun 09 99 07:11p Laura S. Rrmesto Construction Glass Ind stries EXPIRES : Oc tober NOTICE OF AC EPTA CE: SPECIFIC CONDIT[O S 2.2.3 Da H ht en` • a.) & d.) 2 9- 15/16" by 56" high b.) 40" by 64" high 2.3 Sash ent Construction: c.) 4 2-5/8" by !8•I/2" high 2.3.1 Stiles: Consist of a vent side 1.875" exterior / .970" interior face by 1.757" de wall thickness aluminum hollow extrusion (Part # 378) with two screw splines and a r weatherstri ep and .090" P, used as a perimeter framing member. g oove for 2.3.2 Rails: Same as the stiles. 2.3.3 Corner Construction: Mitered joints, secured with one .060" thick 2 -3/8" x 2.3/8" x wide SS comer key and two #10 x 1 -1/4" SS SMS per corner. 5/8 2.4 Frame Construction 2.4.1 Head: Unequal leg height 1.307" exterior / 2.465" interior face by 2.075" " deep and .080" wall thickness aluminum extrusion (Part # 373) with two screw splines and a groove for weatherstrip, used as a perimeter framing member. 2.4.2 Jambs: Same as head. 2.4.3 Sill: Same as head. 2.4.4 Corner Construction: Mitered joints, secured with one .060" thick 2 -3/8" x 2 -3/8" x 5/8" wide SS corner key, one .060" thick 2 -3/8" x 2 -3/8" x 1" wide aluminum corner key and two #10 x 1-1/4" SS SMS per comer. 2.5 Weatherstri in - � Descri lion 2.5.1 Sin le Location 8 Q -Lon Weatherseal Vent panel perimeter. 2.5.2 Single Aptus Weatherseal Frame head, sill and each jamb. 2.6 Hardware: - 2a ACCEPTANCE No.: 98- 0709.05 APPROVED 2 0 1998 Description Location 2.6.1 Two Truth Model #35 -10-00 -101; 16 -1/8" At vent top and bottom rail and frame long standard duty stainless steel 4 -bar head and sill, near hinge jamb. egress hinge, attached with #8 x 3/8" SS SMS (6 per hinge) 2.6.2 Two Truth Model #24 -13 -00 -202; Face mount At frame lock stile, one at 16" from each - lock, mourned w/two #8 x 3/8 SMS. end. 2.6.3 Two Truth Model #21087;.062" thick At stainless steel keeper at window with lock. frame lock jamb, one facing each 3/16" annealed glass, OR .110" thick Custom keeper at all other windows, both keepers mounted w /two #10 x 3/8" SS SMS. 954 435 -8818 Manue Perez, P.E., Product Produ ntrol Division ntrol Examiner p.16 Construction Glass Industries EXPIRES : October NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Impact Windows: SILL : #10 x 2 -1/4" PH SMS at 6" from corners and the rest at 25" on center max. HEAD : #10 x 2 -1/4" PH SMS at 6" from corners and the rest at 25" on center max. JAMBS : #10 x 2 -1/4" PH SMS at 6" from comers and the rest at 17" on center max. Note: Please see note #11. Page 3 4.2 Limit shim space to a maximum of 1/4 ", 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This Notice of Acceptance renews Notice of Acceptance: No. 96- 0417.03 dated August 15, 1996. 6.4 NOTE: For hurricane protection requirement see Section 7. LI 'd BIBB -SE* *S6 2c ACCEPTANCE No.: 98 -n' APPROVED Manu P rez, P.E., Produ Product Control Division ontrol Examiner olsaw. u •g eJnel dET :L0 66 60 un[' 7 . 2 IMPACT WINDOWS w / "SENTRYGLAS" GLAZING: 3/16" ANNEALED "SENTRYGLAS" 3/1i6r` MPEREDX" TEST TEST LOADS DESIGN A LOADS '> ,ST LOADS tc < DES1 GI�t , LOADS" MR INFILTRATION ® 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.03 CFM/FT FTL -1003 0.G3 CFM,FT ti s .... , . ' AIR INFILTRATION ® 6.24 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.04 CFM/FT FTL -1003 004 /1 a ,. ;,: UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +60.0 PSF FTL -1003 +60.0 PSF FTL -1003 I1lA F TL W III 1041 UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE -60.0 PSF FTL - I003 -60.0 PSF FTL - 1003 '1i7 4 P5F , IT7 Ek PSF F FI, 104 WATER RESISTANCE (PSF) SFBC PA 202 -94 +16.50 PSF FTL -1003 +110.0 PSF FTL -1003 +16;F 3. TL, 3 4 I l0 t) ESF z FTL 1041 UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +90.0 PSF FTL -I003 +60.0 PSF FTL -I003 }I t1PSF> . I 'L 144 f2I0 s7 PSF FT UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202-94 NEGATIVE -90.0 PSF FTL -1003 -60.0 PSF FTL -1003 '190 0 PSE F . .. < ;1270 PSF: :FTL IEl FORCED - ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY FTL - 1 003 .___... SATISFACTORY; FTL 1041 . ' "' .` " " ^"' "" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY ATL•1209.0I -94 .......___ SAT1 SFACTQR .X;�;::''''' ATL 120841 Q4 ° "k`''"'_:; CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +70.0 PSF ATE- 1209.01.94 +70.0 PSF , AIL-1209.01-94 k +7Q 0 PS ' 'L't 1209.d . ; - 4 + 7 0 PSF ATL1 0[ .94 CYCLIC WIND PRESSURE TEST SFBC PA 203 - 94 NEGATIVE (4,500 cycles) -70.0 PS ATL 1209.01.94 -70.0 PSF ATE - 1209.01 94 " -70 0 PSE ATi. t2tl9t I' - 94 • PSF i ATE I? .Qt 94' Design Pressure Rating (Positive) See Sections 9.1 and 9.4 (The lesser of the two. . See Sect 9 3,:93 and 4 4 I'Fic lesser of the t h r te. Design Pressure Rating (Negative) Additional Analysis See Sections 9.1 and 9.4 Se ectioi s 9.2, 9 a., ,. .4,. Hurricane ProtectiveSystem _ ' NOT REQUIRED . ` N OTREQ'tUIRED .> Jun 09 99 07:05p Laura S. Armesto Construction Glass Industries 7. TESTS PERFORMED: continued 0 ACCEPTANCE No.: 98- 0709.05 APPROVED EXPIRES : October 31, 2001 NOTICE OF' ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: 954 435 -8818 P.7 ;:;i3 2 0 19.98 • Manue Product ontrol Division -2e- .E., Product 1 Examiner IMPACT WINDOWS w /LAMINATED "SAFLEX" CLASS GLAZING: 5 /16" ANNEALED LAMINATED " SAFLEX" GLASS 5�1" TE1yPERP. d r x,eRAtFIt'!'TD"SAFIII" 3X J GL.ASS < wm:,.. : TEST TEST LOADS DESIGN LOADS TEST ADS ingfr Dl GN :2 j AIR INFILTRATION (a) 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT = ) 0.03 CFM/FT' FTL-1003 13 Q3 C fi .... .:...� t q.,:, • "' M. N 4 A IR INFILTRATION ® 6.24 PSF S FP C PA 202-94 0.04 CFMIFT' F TL-1003 FTL -1003 ---- 0 04 tFM/FTl P'CF - I04C __ _ k . k .. X : UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +60.0 PSF FTL -1003 +60.0 PSF FTL -1003 :I E04.1 z ' z FtI,71441 UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE -60.0 PSF FTL -1003 -60.0 PSF FTL -1003 11 170 SF, , �1I?A >PSF ' WATER RESISTANCE (PSF) SFBC PA 202 -94 +16.50 PSF FTL-1003 +110.0 PSF FTL• 1 003 r 1;65fh ' FTL 1 I> f}: PSF , FIL *tt14•[ UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +90.0 PSF FTL -1003 +60.0 PSF FTL -1003 +165.0 PSF , ETI 1 04t +II Q4 PSF :. FTF.'W4I' UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -90.0 PSF FTL -1003 -60.0 PSF FTL -1003 f l 90.PSP ;. 0 FTL.104I - 1270P <: FT'. I04 FORCED - ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY FTL -1003 ..._....».. '. SATISFACTORY:: i [04I r ;; ' ` ':' ' '' LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HTL- 0080 - 0303.96 . _ SATISFACTORY x t;T[''...0041047303:46 CYCLIC WIND PRESSURE TEST (16 2 sq. ft.) SFBC PA 203 - 94 POSITIVE (4,500 cycles) +110.0 PSF HTL - 0080 - 0303 - 96 • +110.0 PSF H11. +1,t00''SF . 1{T 0080 03 03.96 11PSF t +00 PRL.0089:#6 = 9d CYCLIC WIND PRESSURE TEST (16.2 sq. ft.) SFBC PA 203 -94 NEGATIVE (4,500 cycles) -120.0 PSF HTL-0080-0303 -96 -120.0 PSF NTL- 00800303 -96 120.OPSE HTl 80.4343.9611{t1 • 1< 1IF$. 0080 - 03;33 - 46 = 120 EkPSF CO $0.03Q3 , +U0 o PSF • : HT 3 96 CYCLIC WIND PRESSURE TEST (9.3 sq. ft.) SFBC PA 203 - 94 POSITIVE (4,500 cycles) +110.0 PSF r HTL - 0080 - 0303 - 96 +I 10.0 PSF HTL -00110 - 0303 - 96 CYCLIC WIND PRESSURE TEST (9.3 sq. ft.) SFBC PA 20344 - t CATIVE' `(4,500 cycles) -220.0 PSF HTL-0080-0303-96 -220.0 PSF HTL�eG -0303.96 22Q.t1 PSF I 00804: 3 1 03 : 96 ,ff Y -2200 PSF L 4OZ -96 Design Pressure Rating (Positive) See Sections 9.1 and 9.5 (The lesser of the two.) Set • S 9. 2;.9.3 a Iesser Of stud 9 S % t6r three.) Design Pressure Rating (Negative) Additional Analysis See Sections 9.1 and 9.5 Set: Sectlous 9 9.3 and 9.5 Hurricane Protective System NOT REQUIRED ' "N OT'REQUIRED :: Jun 09 99 07:06p Laura S. Armesto • Construction Gtass Industries 7. TESTS PERFORMED: continued 954 435 -8818 P. 0 ACCEPTANCE No.: 98- 0709.05 APPROVED '`''; 2 0 1938 EXPIRES : October 31. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: _- Perez, P.E., Product M anu Produc - ontrol Division 2f - trol Examiner Jun 09 99 07:07p Laura S. nrmesto Construction Glass Industries col ACCEPTANCE No.: 98- 0709.05 APPROVED 954 435 -8818 p.9 2 0 1333 EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. 4) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of a 37" wide x 63" high Series CGI 238 alum. casement window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -1 003 dated October 14, 1994, signed and sealed by Yamil Kuri, P.E. 8.1.2 Test reports on 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. 4) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of a 37" wide x 63" high Series CGI 238 alum. casement window glazed with 3/16" tempered glass, prepared by Fenestration Testing Laboratory report No. FTL -1041 dated October 14, 1994, re- issued on I/4/95, signed and sealed by Yamil Kuri, P.E. 8.1.3 Test reports on 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of a 37" wide x 63" high Series 238 alum. fixed, casement and project -out windows glazed with Sentryglas, prepared by American Test Lab of South Florida report No. ATL 1209.01 - 94 dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. 8.1.4 Test reports on 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of a Series 238 alum. fixed, casement and project -out windows of following sizes: 4' 0" wide x 6' 0" high; 4' 2 -5/8" wide x 2' 2-1/2" high; 3' 1" wide x 5' 3" high, glazed with Sailer laminated glass, prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.3 Calculations: • 8.3.1 Comparative Analysis and anchor calculations for Series 328 fixed picture window prepared by A1- Farooq Corporation, dated 10/24/94, signed and sealed by Humayoun Farooq, P.E. Manu= Perez, P.E., Product Co;�Q'1 Examiner Produ ' . ntrol Division �� - 2g- 1111111111_— G►40l M=lCON T $U L Ci2CA-i COr�PMMTZK rIK L0�0 Ct/lKi) rn..Llf7 all11-__ .;, tH - M 6►iW ON TtST uwa % : -q~/ ras MTTC; { 117. T TT YC .CACI T0 pv 1`-.11. — 1111111■11.111111,_ Iling,LTIYE 1,1111111 11111101■1111ME -_.11LM__MIZ 00w HT.? �11-"\ ,__ -_ —"_ MIK ■`— M■1_"_ _ ■"`.11111■ `_— —_�E ``t=`` 111111M.._ =11— IIMMIS `_ ..., MN 1111■ NiNqui - Jun 09 99 07:08p Laura S. Armesto • Construction Glass Industries EXPIRES : October 31, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS 9.1 Chart for 3/16" Annealed Glass (For Negative and Positive Loads) (Positive Loads not to exceed 110 PSF) N l.Urcrurcm 1 iu GRAPH 8Y of FAR000 CORP. PH- 305 - 264 -8iZE 20 25 30 WINDOW WIDTH - INCHES 2h - 954 435 -8818 p.10 ACCEPTANCE No.: 98 -C APPROVED 40 45 1/2 2 L. Manu 1 Pe ez, P.E., Productrol Examiner Produc Control Division u ■ . 9 __,_�,__- MIMI-_ -_-__ ~ 9 ,_.__, —__ N51 1111110111111= Nommanimvommormos .'s INIIIMIMILIMMINIMIIIIIIIIRMIMI - -__"�■ 1■ IMIMENNIIII -__ -�_ ...._-`_- 1111 1111ENIM.4_ __- -____- .u." Bi IMIll 1114M Ng. C -.Gill CCZC'-24 Loa MRS 3 IP . ea' spec C.X KM R 6 • i ii . i PP11 ]/1t, T[ln01W �11M111111 � - II CAIOCIT NVOCV COPPAMTIK.JiN/L7aS 1Ml wen • I i[!i era • rr' I ATTi71 3 TRAl 14 Z 6 I S TL$T CLAP tIStD AT TZST - • r T r • • • T ' • 1 1 11 • 1 • • • Jun 09 99 07:08p Laura S. firmesto • Construction Glass Industries EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9.2 COMPARATIVE ANALYSIS Chart for 3116" Tempered Glass (For Negative Loads only) 0 0 1 8 0 CGI CORPORATION AAPN e7 AL PAAOOO CORP. PH- 305- a64-ex!8 20 25 30 35 WINOOW WIDTH - INCHES -2i- 954 435 -8818 p.11 ACCEPTANCE No.: 98- 0709.05 APPROVED . ' : n l' a B 40 45 Manu Perez, P.E., Product C9 o1 Examiner Produ ontrol Division D y C wiusT Qccs C-'cSu■ CGICA •8 osnrvurM ANA0.7733 LOAO arcs RPM OR P71. •111 OF 111-14•14 Tcrr ssa • 37- • A3• asw.c van TM LOGS . • M . ! -1,1.1 PSI MAtOI I1r31AwTION TC9T . 11.3 P8r CLASS OSLO AT TEST • /14' 1t P MOTE, LIMIT POSITIVE .aAOS TO 111 PSF OM WATER TEST sa ` ■• 9 .r $`'C1�NOIN 47 ? ti 9 H I 9 71 be' 9 N � 67' T " " Bt • • 08 0L t Jun 09 99 07:09p Laura S. Firmesto • . Construction Glass Industries J 6 201598 APPROVED EXPIRES : October 31. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9.3 COMPARATIVE ANALYSIS Chart for 3/16" Tempered Glass (For Positive Loads only) (Maximum pressure not to exceed 110 PSF) CGI CORPORATION AAPH 07 At. FAR000 CORP. PH- 3es -as4 -8100 29 2S 38 35 WINOOW WIOTH - INCHES •2j- ACCEPTANCE No.: 98- 0709.05 4 954 435 -8818 p.12 4 Manu 1 Perez, P.E., Product ' • of Examiner Prod •ntrol Division Jun 09 99 07:1Op Laura S. Rrmesto Construction Glass Industries 9.4 SUPPLEMENTAL GRAPH Supplemental Chart for 3/16" thick Impact Resistant Sentryglas (Annealed or Tempered) (Maximum window area: 16.2 sq. ft. - Maximum Design Pressure Rating: +70 PSF; -70 PSF) Refer to chart below for graphical representation. Enter window dimensions, point must fall under curve. SUPPLEMENTAL CHART FOR CYCLIC DESIGN WIND LOADS GLASS TYPE 3M9' THK. IMPACT RESISTANT SENTRYGLAS (ANNEALED OR TEMPERED) w N D 0 H H T 100 95 90 65 50 75 W 70 85 60 E 55 50 45 40 30 25 20 ACCEPTANCE No.: 98- 0709.05 APPROVED EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS J + TO PSF - 70 PSF WINDOWS ON THIS SIDE OF CURVE ARE NOT AVAILABLE IN THESE SIZES 20 25 30 35 40 45 50 55 60 65 70 75 50 65 90 95 100 W I N D O W W I D T H --- 16.2 SO. FT. -2k- 954 435 -8818 p.13 • 2 0199S Manu= Perez, P.E., Product 1 Examiner Prod •ntrol Division Jun 09 99 07:1Op Laura S. Rrmesto • . Construction Glass Industries 9.5 SUPPLEMENTAL GRAPH Supplemental Chart for 5/16" Impact Resistant Laminated with SaJlez (Annealed or Tempered) (For window area up to: 9.3 sq. ft. - Maximum Design Pressure Rating: +110 PSF; -220 PSF) (For max. window area: 16.2 sq.'N- Maximum Design Pressure Rating: +110 PSF; -120 PSF) Refer to chart below for graphical representaion. Enter window dimensions and determine Design Load in the corresponding area under the curve. 3LIPPI MENTAL CHART FOR CYCLIC DESIGN WINO LOADS GLASS TYPE: 5113' THICK IMPACT RESISTANT LAMINATED (ANNEALED OR TEMPERED) NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I + 90 PSF - 90PSF 1 +110PSF - 120 PSF, WINDOWS ON THIS SIDE OF CURVE ARE NOT AVAILABLE IN THESE SIZES • • • • 20 25 30 35 40 W 45 { 0 85 00 W 03 70 I D T M5 50 85 50 05 100 --. 0.5 S0. PT. +- 143 30. FT. + 24.0 SO. FT. - 21 - 954 435 -8818 P.14 ACCEPTANCE No.: 98- 0709.05 1 0 1998 APPROVED . EXPIRES October 31, 2001 Manu Perez, P.E., Product C of Examiner Produ► '•ntrol Division A Jun 09 99 07:14p Laura S. Armesto Construction Glass Industries EXPIRES : October 31,200I NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION 63" •I • •. • • 37" _ "MD -_=OP • - -- .- Ar EXTERIOR ELEVATION • • 2m • • • 0 954 435 -8818 ACCEPTANCE No.• 98- 0709.05 APPROVED AUK 2 G Manuel ere P.E., Product C if*oi Examiner Produc ntrol Division p.19 Jun 09 99 07:14p Laura S. Armesto Constru.tton Glass Industries NOTICE OF ACCEPTANCE: 4PECIFIC CONDITIONS 10.1 TYPICAL CROSS SECTIONS: TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USINC WOOD BUCK TYPE I. •aaD eua rv.t 0 •re 0 0. ±RtSSUR( 10(4 f(D TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING '«000 3UCX TYPE 3. SPICED y P( *MO %JEW frP( 7 =OA.... 3430( Moan W000 BUCK MUST BE SET N SEALANT, ea,ac DatK. roo scan qua a scams 5 AS „„ r ;. J /Id' Y ) -i /r COMCRCIE MOOR J1 It ).' /. e3Malre .0100 SPIC(O AS KR 'ca.*. rYPICaL INS CALL ArON OE TALI uN ALL TOUR SIDES /USX 'A000 3uCK ryPE +. i rYPIOAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING W000 BUCK TYPE 2. 2n / Arse 954 435 -8818 p.20 ACCEPTANCE No.: 98- 0709,03 APPROVED AIR; 2 0 1993 EXPIRES : October 31. 2001 5121 .,.e. '.o' yr /eR +re I0CCE0 •, ( •.w (.DR ..o r• MC. MfY10. r+n 4 wrea•l N(S Ye r Manue Perez, P.E., Product : Il of Examiner Produ t C of Division Jun 09 99 07:11p Laura S. Armesto Construction Glass Industries 954 435 -8818 ACCEPTANCE No.: 98- 0709.05 APPROVED 2 0 1998 EXPIRES : October 31. 2001 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: °Dade County Product Control Approved'', or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(n) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. Manuel cr .E., Product Control !i finer Product Control Division END OF THIS ACCEPTANCE - 3 - p.15 METRO-DADE • ^ 4 A • Hart tr1 A Signature et curvy Print Owners Name L R.."' AR AA GS-ra 1 • — .r. • . , • OET=ARTMENT OF PLPANING, DEVELOPMENT AND REGULATION - IMPACT FEE RECEIPT '• ' t ' 'o. . •' • ---. 7 .. . t''':- ) . „,. ,,„ , • PROCESS # : B99116=71-6 BATCH: CaLECTION 1: 41E51 '' ir 7 ' "l 1325�1915 ..." t% . ]- SITE ;ADDRESS:PI 17e fE:1124ST:..., ::.4" ' ,I,.1.61,t ..--,h, r. .., ,,, :, • C 71 '•.. f . i'41,4•EgAirER ''',Ac.;i'll rfX-9,;• 1 1: ;A; : 'r.::.7:4.:. 44 :0 (.; - r • l 01. 1ti%_141•V,' ' id; ._ ' i , ;ifc „ , ,,y , , 2 , : kW 99 „ • 1. Lag 41 dotor1r., oi Pit',.'74 f:4 . .. - - ' 0 7- lv-` •••v Pu., .1-1: .sgE6bRy,e..1,... t ...,,-.,-.-- EXIE(DF.D , .2. Coosaipton ol InlomvurrTYPE E' i -,t tP- '..q. J ..7r.e":', .. ,.. I • , na, , f ..._ - - ... - . , - ''kt .s _ ....Ala... c..4, ,- . i 1,.., ' ..:......-_....1e5 ... ' 0; In ' .4 1.1.4:1 el.::;!'''... . , ■.• ...... .$-; • ...-... 1,,,p. ,,,,, 4.1,-,5M2- L. IIT SIZE tr. FIT ' • -1-::•.- 3 •' 4 : - ?•'. 4 : 4 ".' i " t.I' . 'rh , :tl$ P0 . , :s '1_...-.,,.. ....4 V!t,,!' 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A &S . .03/15/99 14:19 FAX 105 557 351U ISLAND TITLE 005 ®Z 1 • P1AR ∎15 *A'S OZ082 PM Pfat7RO TORRRS RNa 0300C• r te■-•■11T• LOCATION S_KEIrH ;cm- E. 3! _ � - 1a 23 SUOJECT TO NAr10N or TMC N! ape AS SSW 9 TMTT ti1fOPEATS T • TS %OM (Mom, apeMtitzt b MU ER. PM° MASS r< A 5CEATCi. V C fist KST 501F' ` 1 tat s t f / 7 1 9 7 1., 6 ___ - l9 1 s f - it, LEGAL DESCRIPTION: Lot 5, Black 176, OE' (4LAMT SHORES u1LLAnE - FLORIDA, accoFding to the Plat thereof, as rervr8cdiin Plat BOOK 43, at Page 67, of the Public Records of Miami; -•Dadc County, Florida. CERT1PY To: ISLAND TITLE, I1�IC. FIDEL /TT TITLE. LAURA S. ARMESTO AHD MARITZA CORREA. PROPERTY ADDRESS: 1170 N. 102ND Street, Miami ShorGS, Florida. COMKUNITY 120652, PANEL 0090, SUFFIX 3, DATE Marchj2 1994. GENERAL NOTES OPPOON 17F TITV � Y T A NO R =Inure TM LOOTS Of 11.� f'�CT rD��DBe3ES� LCSaRB _ DATE 3/9/1999. •PuCA/LL ZENSIS is S aRCfca. flysT a E t >� sirser���s�n aa�no+ fetiv+a f1Y l r0s oa[1or3fT c . f mat • i T1MT t0i D slower cr THE ..11.Q.:;:, Kr Alfireanstlisessevell 1{Art r► !V[ CM PkIRSUNir In ITA n�>nr OF FLAMM 11 al'sa w fR* 1:011V 1, 03/15/99 14:26 o' as -r`p / ) • P\ N TX/RX NO.6085 P.002 g1002 P.01 F'EIRRL . 101 JU13 tt `790: ArRE.VIATIONS A U MEANJNLi /V W lea4 IOW • COMM `fit[ YAI l it . Gem us ma lESN mm- Me MAI tie. rays - may •■ wiz • aft AA: = rM L fertu vrsrfs.A. !M T - U - muff fF VAT s MGM N MAX •WS VMS PIE ■ AND ASSOC. - 921-0060 u., ion an L4:4c r'AA •sus o98 $4045 BARRY UNIV. A &S 03/15/99 14:20 FAZ 305 SS7 3582 ISLAND TITLE • MAR -SS -99 a2:41 rn PISDRD TORRra AN 1:185112' /'uJNn v2 IRON PIPE NO REG 2 NE FOUND 112 EN rrIPE NCI 2E6 R WPMWer 22 PAvtll!NT FPL LIFE r •+ 80 139.SWS- 1. a � • a ' P4.20 A/C 295 021 ae7$ NUNDARY -- SCALE i' _ 0' 102 - S TRF.r.T .4340- • sUUNO 1/2 1RW4 PSir N13 RF,G N 90•03•40' r0UND 1/8 -TRIM PIPE Na REG • • 03/15/99 14:26 TX/RX N0.6085 P.003 ii003 Wb002 P -02 • PLANS FXE ILTIOt+ Si l JOB SITE: 07 N6 [ 2_ $1 Iteim es ko DATE: 5/ BY : TYPE OF REVIEW: q57"'U-G7 CODE SECTION PAGE LOCATION CO`IIR7TS gee hoes r`v' red oiA. 0,a 5 — revise f b c rvi • alt f1, 4eS mat sec1i 1 s on Ar r a . ( Sfr u-cf ur 4 plag 54-ch04`l 1 Frodczcf �4- rproired rem- ors Ai pal l o be4weevk , 4 e 1 1 ) F1 ;eat Gass slat e //yh 61a-55 'lack , 5 P 44 e js . PRODUCT CONTR01,, NOTICE P(t*.bergh Cerning'Corporatiee 110 Praegw Isle Drive Pila5uagh PA 15239 Y!TUOPOUTAN DADS COUNTY, FLORIDA METRO.DADE FtA GLER BUILDING IlUILOINO COD! COMPLIANCE "met METRD.DADE RAOLOR 1140WINO t ro war R ADLER *MEV. sure IAN NAM PLO QA =Imo OF ACCEPTANCE F�►rc riosi e P11oDUCT Camp. avhalpr (NS) $75-1ecs • FM (301) I72. 33 Your applicator) for Product Approval of Glass Umk Mammy IRAs/led v►iik ?darter under Chapter I of the: Metropolitan Dade County Code governing the use of Alternate Matt riab and Types of Construction, and completely described its the plans, specifications and calculations as submined by: applicant, Nang war PinsbaFgh gaming Coeporotian drawing 0A, that 1 of 1, dotal 0.1414•30141; wiped a nrd naiad by C,lA Haryr Pi bas been recommended for acceptance by the Building Code Camptiance ,office to be used in Dads County, Florida under the specific conditions set Borth on pages 2 et seq. and the Standard Conditions on page 3. .This approval shalt not be valid after die ezpltatioa date started below. The Office of Code Compiiauca reserves the tight to secure this product or lnaltesial at anytime from a jobsi`e or manufacturer's plant for quality casual testing_ ;IH'thia< product or notarial fails to perforta is the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The appliata shall ta.evalutte this product or material should any ammeadmeots to the South Florida Building Cods be muted afceting•thls product ar mataiaL The Building Code Compliance Office rawer the the tuner to revoke this Own', if it. is deteeained by the Building Code Compliance Office that this product armaterial fails to meet the. requirements of the South Florida Bwldiog Code. The =peon of sulch tasting viill be incurred by the nnhwfuturer. Acceptance No.: 9$. 027.03 BarpirsesO=i0641 1 • IflWrNfl'1 !1!1f1014 free guez Product Control Supervisor THIS IS TIE COVERSHEET, SEE ADDmONAL PAGES FOR SPECIFIC AND GENERAL COMMONS BUILDING CODE COMMITTEE This application for Product Approval bas boa reviewed by the Metropolitan Dude County Building Code Compliance Deviation and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept_ Metropolitan Dade County Approved:O806II$ -I- IMBO, a man arsross: eeetnisesmetwativinoeseannenore No /.or: prapaftweJsullenenteavellne.coin MOW to TVi Wen 1111 ts'tolte c,L�55 L.© 1 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1127.01, which was issued on 06/26/97. It approves Pittsburgh Coming Glatt Blocks as desnrsbed in Section 2 of this Notice of Acceptance, designed to corapiy with the Sow Florida Building Code, 1994 Edition for Miami -Dada County, (SFBC) for the locations we the pressure re quiraneots, as determined by SFBC Chapter 23, do net exceed the daigx pressure rating vaiuN indicated in the "proved drawings. L PRODUCT DESCRIPTION 23 The Pittsbut- Cost.% Ginn Bisaks shall be fabricated and used ill strict compliance with the following documenb: Drawing OA, tided "Regular Thickness Glass Block Panels ", prepared by • Pittsburgh Coming Corpaatioia, dated 03/014 03/95 sheet 1 of I, bearing the Miami -Dade County Product Control Agpsovat stamp with the Notice of Acceptance number and approval dale by the Miami -Dade County Product Control Division. That documents shall hereinafter be referred to as wooed drawings, 3. LIMITATIONS 3.1 me Glass Blocks are for nee es non -load bearing walls. • 4. INSTALLATION Al The Pittsburgh Cording toss Blocks shall be installed in strict compliance with the approved drawins, • • 4.2 Tbri nstallation of this product op to 30 feet above grads will require a Minim/ Protection System. but for installations Over 30 Stet above grade it will not require a Hurricane Protection Sys$cnr. S. • LABILJNG 5.1 Binh block sharp be parmeresnt1y labeled with the tt umufacouer's MOM or logo and the Miann -Dada County LW. 6. BUILDING PlamiT. kaQUIREMENTS • 6.1 Application for Budding Permit dull be accompanied by copses of the following; 4,1.2 This Notice cif Accspttncc • 6.1.2 Duplicate copies of the sppraved drawings, as identified to show the components selected for ths,propoied iaata>kuioa 6.13 Any other documents required by the Builder OfEcial or the SFBC in.ocder to properly evelustathc iaatabLtion.oftbia product. tone PludnaksgEgisxmaimita ACC PTANCE NO: *MIL APPROV KD ; ptt6 0 6 1819 MIRE :hU60dnet MnakaLekalnanzariancsaaki 'ttton menu me Candid* Pont, PE. Sr. Product Cent Ex nor Product Control Division -2- ecrett'c set TV4 Lt:sn MI ts 'SO la iflialtliggathaCgonsigsi ACCEPTANCE NO �¢$� APPROVED EXPIRES :AUG 481001 tOLIGLITZAGELMEInilMalacoismigns 1. Renewal of this Accepesetres (approval) shall be considered .Jr h w renew& application hat bow filed and the original submitted docunasntsdon, including teat supporting data, engineering dammanu, as no older than eight (1) years. I. Any and all approved products. shell be permanently labeled with the manufacturer's nsacts, city, state, sad the fol statement 'Mural Dude County Product Costal Approved", or as specifically sated in the specific wnditfans of this Acceptance. �• lam* of Meanti no' will not be coaa>dsnd if •) There has been a chaise e bi the South Florida Building Cods affecting the evaluation of this product and the product • is not in eomplismco with the cods chews; b) The product is no ion* the lane product (identical) as alto one originally mewed; e) i o f the has not complied With all the requirements of Ibis as anted nce, including the ante • installation d) The wigwam who orddipally prepared, signed wad sealed the required doeomeat:tian itutially submitted is no longer prectieiag the engineering profession. • Any rsvbioo ar abaft,' in the material% um, =d/ca moue roshre of the product ar process shall automatically be • cants far tennis:Won Otis Acceptance, unlsrtw prior written approval has been requested (t#ttough the alias of a revisits andiicatioo with appropriate foe) and puled by this office. S► Anyof tba following ub I also be grounds for removal of files Acceptance; e) Unsatisfactory perionniiic clad; product or process. b) Miinse of fhla Acceptance as an endorsement of alley poduct, for sates. advertising at any other pupa e. 6. ' That Notice elAeospateos number preceded by the words Mewed -Dade County, Florida, and followed by the expiration data may be displayed in advertising Beaters. If goy pardon of sbn Notice of Acceptance is displayed, t it stall bi does in its swingy. '►. A wiry of this Acceptance as well as sppnovcd drawings and other dosntmsdtts, wheal it applies. shall be provided to • the mar by the tunwfsatmer or its distributors and shall be available far inspection at the job olio at all tine. The aasineer easel net rowel capes. S. Failure to amply with any section of this Acceptance shall be cause for tenairlatia: and removal of Acceptance. !. This Notice otAcc104o!cs consists of pages 1, 7 and tie b last page 3. Pont , Sr. Corbel Erratamie Product Canto) Division END Or ME ACC1TTA .3- ?(181KA� I19tlaga truer sfesi:c Sot Tad WOO 1114 ss/toiso 4 • - • 4 • V - • iing. Glass Block Nrmbil 11dler s Olronwly. 6 AST rar!r 1rs1r■s• .37e 6'Yra4• .ter rxe'Jut' .ler 1r s It : r XS' . 4' s e s t• -ler e_ • .1e7" r e'tte*.l.• ` � ` rirs4' lrs•1r ;4• 4'se 6' s '4' 7S' • •s'si's.4• � .75' e'srx.• , .76' 6• s i' s 1 r( rse .71Y j tel. Anchor front Detail AA . • .ter 0 o*AwR N.T.L CHECK seat' ..1er Sr •373' .ter Air PC* Eaparw1ml S1, no Parwr ►ret►Q? DC G1,Piear*• U.t ae*64 N.T.S. t)RT11 on �= Ml. doh. :ds -sbc I impinnim I 1 1 iniminnionni, mulimmonli fflogniumong!! 1 joinuomm, 1111u1N -_•■■•=:". war A/ 'MU. AS MITI% MN 114 SGUT!I tat Pi W$IG COOS ritr e. r*Otial W ATS% tNVgla! &AiCING Opt /. :L'lU 011 4CWTRNti Mit REGULAR THICKNESS GLASS BLOCK PANELS raw- w 'I0N101 ('1r1iRn1( 41111 +eya• Type K Layout r • i w a.r. Vaw. - tNTTrrivasw COlarrrnR CORR MUM Atone r,rtfr..�a., P isiM uei; MOM gsmilise IMMMOIVO MWOOM M wimp who 1N' M 'r..r..• Saw Or veND Pam kaftan • norarw.ws slaw w *i• !Lc. dttiw. Y t+w fatornoluis • Most Vail Ws: IT • 1r i 4• Irran+rlal alai MORA° Mom mid • Mar4t : Typo T rM ASTM C1170. • Aarrlwoimwat Low TAIL *201410. 2" Maki vat INellited er o+i N 16' or.. hot-fowl e • Panel wwIWW1P 11440 owtiaatad sled qWM e4' a tom• hal dtOpas eahrrw�d at coin 11 4 and h, andlora4 WIrk *10 r t %' tarp if BMW aerara =Ito 110 wows a tar am anew go 41) VW a We tai KIVA ail II. • £ $dryim Mal rlat; W tea pgfyu*y ns 4rva. ▪ NOW Sea s c,s. Carol D. Hays, Ph.D., P.E. 8E 36806 strew r fir rur f 40 nu re rt. •t•i PROJECT: MASONRY FENCE- 5 FOOT HIGH [Design Wind Force F = qGzCfAf) } 1) EXPOSURE & BLDG. CLASSIFICATION: Enter Importance Factor 1: Exposure Category Coefficient Basic Wind Speed: Structure height 2) VELOCITY PRESSURE(q): Ht above ground level -FT: Velocity pressure(q)(psf): 3) DESIGN WIND PRESS.: (q x Kz) Ht above ground level (ft) Design pressure (qKz) (psf): 4) COEFFICIENTS AND AREA: Height of structure (h): Depth of Protruding Element (D) Value of h/D Force Coefficient (Cf): Projected area normal to wind: RESULT: WIND FORCE ON COMPONENT FOR THIS HEIGHT: WNDLD.WK4 WIND LOADING - ASCE 7-93 - OTHER STRUCTURES 1.05 D 0.00256 110 5 NA NA 1 1 NA 47.13 Category 1 (enter "D" if Coastal) ASCE 7 -93 6.5.1 mph ft Velocity Pressure (q,qh) Dade Cty Coastal 15 0.00 40.98 20 0.00 0.00 25 0.00 0.00 30 0.00 0.00 40 0.00 0.00 50 0.00 0.00 60 0.00 0.00 0.00 40.98 Design Pressures Dade Cty Coastal 15 0.00 47.13 20 0.00 0.00 25 0.00 0.00 30 0.00 0.00 40 0.00 0.00 50 0.00 0.00 60 0.00 0.00 0.00 47.13 ft ft Result (From Tables 11 -16) sf PSF fn:wndld.wk4 q= Vel.Press =0.00256K(IV)2 K =VeI. Expos. Coeff. I= Import. Fact. V= 110mph Gz=Gust Response Factor Cp=Wall/Roof Press. Coeff. qh= Vel.Press. @ mean rf. ht. qz =Vel.Press. @ height z Exposure Coeff. (Kz) Exp C Exp D 0.80 1.20 0.87 1.27 0.93 1.32 0.98 1.37 1.06 1.46 1.13 1.52 1.19 1.58 Gust Resp. Factor (Gh) Exp C Exp D 1.32 1.15 1.29 1.14 1.27 1.13 1.26 1.12 1.23 1.11 1.21 1.10 1.20 1.09 47.13 A . • \ ZJ\, uidt 4,62 . ) '14 1112 VO 5 2 Ft 1 e, 70 7- i k DATE: I SHEET: PROJECT: MASONRY FENCE-5 FOOT HIGH IV? M ( PD ;ST SAVE?, Fc)e:)11t3: 1. 7,-42)) o • • - I 76. > 4;66 ■ ,- ! 2. 6 S It 1,1,‘ t4 1 ‘ CV10) ) ,c77 - 09 1, 1,. ck, N,--- i AS = 2. ?.. 0 , 3 i S O' 9 I i l • e I 4.. 11 V M 1 T A PAC.. \ tA EZ- O PPS t o. CI y. 6 , 0 4. x &e? st( , 2' 1 5; 53-37 1 0 S5 7 9,obS /1. pt ‘6F ThLE. C F454;2. := 0 1" : \/A Fre14-E-i t .G &1 t,e, e)??, rjel L GA Lie Lt`°1=`D 1- t9ti� t � " i €.L- : k..,3t sT1kr& M T ✓�' "7a2" ( , - IooPsc) p; -176-,A)-0 tv` r DATE: SHEET: PROJECT: MASONRY FENCE- 5 FOOT HIGH 41. t t J F! ut,€ E 6-et u$ : 00 2. o Ih - 1,1 ciao > oO 2aka t, V t ''2 » OG< t�( 4 UUtJ) r L .; B -TABLE - FLEXURAL RESISTANCE OF REINFORCED CONCRETE MASONRY CONSTRUCTION: Single -Wythe 8 -inch Hollow Loadbearing Concrete Block Depth (d) = 3.81 in. Allowable Steel Stress = 24,000 psi L.49,G , Bar Space, Size In. Nos. 3 40 3 32 4 48 3 24 4 40 4 32 5 48 3 16 5 40 4 1 5 8 9 24 8 16 6 8 9 16 7 8 8 9 8 Resisting Moment in Flexure, M = in- lb /ft. of Wall Length f'm 3000 psi f'm f'm 1000 psi I 1500 pa.i Z862 3537 4289 4704 5118 6349 6595 7002 7812 8377. 0 9660 10432 _ 11701 11701 11831 12105 12105 12492 12926 13406 13510 13667 13748 13994 14795 14861 14861 14861 15313 15935 16182 16821 16981 17332 18152 18677 19288 20142 21381 22380 f' m 2000 psi 2882 3563 4324 4744 5162 6410 6659 7072 7894 8467 9282 9770 11063 12506 12506 12907 13704 13704 14893 15549 16156 16288 16487 16592 16904 17932 18017 18017 18017 18602 19409 19733 20572 20784 21749 22343 23051 23881 25055 26787 2821.3 f' m 2500 psi 2895 2905 3581 3595 4348 4366 4771 4792 5194 5217 6453 6485 6704 6738 7121 7158 7951 7995 8531 8579 9354 9409 m 9847 9906 c 11155 11226 12616 12700 12616 12700 13022 13109 m 13829 13924 13829 13924 15_033 15140 16084 16593 16734 18359 16877 _18759 _ _ 17091 19154 17202 19281 17540 18651 19669 20953 18742 21060 m 18742 21060 18742 21060 19378 21798 20259 22822 20613 23236 21535 24314 21769 24589 22282 25193 23499 26627 24291 27565 25225 28678 26556 30273 28545 32679 30208 34715 i 2831 3495 4233 4641 5046 6253 6493 7581 7783 8060 8214 8600 8995 8995 9088 9283 9283 9557 9863 10198 10270 10379 10436 10605 11155 11200 11200 11200 11506 11922 12087 12508 12614 12842 13369 13702 14085 14610 15353 15934 131 • FORM 600A -97 Project Name: Address: City, State: Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A 1. 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 8t type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Raised Wood, Adjacent b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A C-VI LAURA A(tki i-/fi gA (2, S o South New Single family _ 1 3 _ No 1659 If 231.3ft 13.5 ft 0.0 ft 0.0 ft R =5.0, 1659.011 R =4.2, 1152.6 ft R =4.2, 174.3 ft R =30.0, 1659.0 ft _ Sup. R=6.0, 10.0 ft _ Glass/Floor Area: 0.15 Total as -built points: 24335.00 Total base points: 25608.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ---= L ( 0 k L ' DATE: 5 f I 0 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: ���� e lCOZAttZ- DATE: - l0 - `l' 12. Cooling systems a. Central Unit Builder: Permitting Office: Permit Number: Jurisdiction Number: Cap: 39.8 kBtu/hr _ SEER: 12.00 b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 39.8 kBtu/hr _ COP: 1.00 _ 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) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, 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 OFFICIA DATE: Cap: 50.0 gallons _ EF: 0.89 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1659.0 53.20 15887.4 Single, Clear N 1.5 4.0 48.6 33.94 0.88 1457.1 Single, Clear N 1.5 3.5 9.0 33.94 0.86 263.7 Double, Clear N 1.5 4.0 13.5 31.47 0.88 375.3 Single, Clear E 1.5 4.0 13.3 73.03 0.82 799.1 Single, Clear E 20.0 5.0 15.0 73.03 0.36 396.3 Single, Clear S 15.0 7.0 71.0 62.19 0.44 1960.3 Single, Clear S 25.0 7.0 16.3 62.19 0.43 433.9 Single, Clear S 1.5 4.0 25.0 62.19 0.76 1174.2 Single, Clear W 1.5 5.0 15.0 65.53 0.88 868.1 Single, Clear W 1.5 4.0 13.3 65.53 0.83 720.4 Single, Clear W 1.5 3.0 4.8 65.53 0.75 235.8 As -Built Total: 244.8 8684.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 174.3 1.0 174.3 Concrete, Int Insul, Exterior 4.2 1152.6 2.28 2627.9 Exterior 1152.6 2.70 3112.0 Concrete, Int Insul, Adjacent 4.2 174.3 1.18 205.7 Base Total: 1326.9 3286.3 As -Built Total: 1326.9 2833.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.1 2.60 52.3 Exterior Wood 60.6 9.40 569.6 Exterior 60.6 6.40 387.8 Adjacent Wood 20.1 3.80 76.4 Base Total: 80.7 440.1 As -Built Total: 80.7 646.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 1659.0 0.80 1327.2 Under Attic 30.0 165.0 0.80 1327.2 Base Total: 1659.0 1327.2 As-Built Total: 1659.0 1327.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Adjacent 5.0 165.0 1.90 3152.1 Raised 165.0 -2.16 -3683.4 Base Total: -3583.4 As -Built Total: 3152.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 165.0 18.79 31172.6 165.0 18.79 31172.6 • FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48530.2 Summer As -Built Points: 47815.7 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points 48530.2 0.3560 17276.7 47815.7 1.000 0.966 0.284 1.000 13129.3 47815.7 1.00 0.966 0.284 1.000 13129.3 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: i BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 1659.0 2.02 604.5 Single, Clear N 1.5 4.0 48.6 4.91 0.99 235.3 Single, Clear N 1.5 3.5 9.0 4.91 0.98 43.5 Double, Clear N 1.5 4.0 135 2.60 0.99 34.6 Single, Clear E 1.5 4.0 13.3 3.76 1.03 51.7 Single, Clear E 20.0 5.0 15.0 3.76 1.29 72.7 Single, Clear S 15.0 7.0 71.0 3.55 1.43 360.7 Single, Clear S 25.0 7.0 16.3 3.55 1.44 83.4 Single, Clear S 1.5 4.0 25.0 3.55 1.07 94.9 Single, Clear W 1.5 5.0 15.0 4.47 1.00 67.0 Single, Clear W 1.5 4.0 13.3 4.47 1.00 59.5 Single, Clear W 1.5 3.0 4.8 4.47 1.01 21.6 As-Built Total: 244.8 1125.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 174.3 0.5 87.2 Concrete, Int Insul, Exterior 4.2 1152.6 1.02 1175.7 Exterior 1152.6 0.60 691.6 Concrete, Int Insul, Adjacent 4.2 174.3 0.44 76.7 Base Total: 1326.9 778.7 As-Bulk Total: 1326.9 1252.3 - DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 1.30 26.1 Exterior Wood 60.6 2.80 169.7 Exterior 60.6 1.80 109.1 Adjacent Wood 20.1 1.90 38.2 Base Total: 80.7 136.2 As-Built Total: 80.7 207.9 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM = Points Under Attic 1689.0 0.10 166.9 Under Attic 30.0 1659.0 0.10 166.9 Base Total: 1659.0 165.9 As-Bulk Total: 1669.0 165.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Adjacent 5.0 1659.0 0.91 1516.8 Raised 1659.0 -0.28 -464.5 Base Total: -464.5 As-Built Total: 1616.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1659.0 -0.06 -99.5 1689.0 -0.06 -99.5 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 1120.3 Winter As -Built Points: 4168.3 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points 1120.3 1.0900 1221.1 4166.3 1.O D 1.00(1 1.000 1.000 4178.9 4168.3 1.00 1.003 1.000 1.000 4178.9 • FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: , , , PERMIT #: i 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 3 2370.00 AS -BUILT 50.0 0.89 As -Built Total: 3 1.00 2342.38 1.00 7027.1 7027.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 17276.7 1221.1 7110.0 25607.9 13129.3 4178.9 7027.1 24335.4 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 3 2370.00 7110.0 50.0 0.89 As -Built Total: 3 1.00 2342.38 1.00 7027.1 7027.1 • FORM 600A -97 • WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: i PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 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. Exterior & Adjacent Wails 606.1.ABC.121 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. 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%. 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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings 606.1 ABC.12.3 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. 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. Recessed Lighting Fixtures 606.1 ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed boot with 12' clearance & 3 from insulation; or Type IC rated with < 2.0 cfm from condthoned space, tested Separate readily accessible manual or automatic thermostat for each system. Multi -story Houses 606.1 ABC.12.5 Air barrier on perimeter of floor cavity between floors. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. Additional Infiltration reqts 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 De met or exceeaea oy an residences.] COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters 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. • FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details 1 ADDRESS: , , , PERMIT #: 1 -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family — a. Central Unit Cap: 39.8 kBtu/hr — 3. Number of units, if multi- family 1 — SEER: 12.00 — 4. Number of Bedrooms 3 — b. N/A 5. Is this a worst case? No — 6. Conditioned Boor area (Or) 1659 11 c. N/A 7. Glass area & type — a. Clear - single pane 231.3 ft — 13. Heating systems b. Clear - double pane 13.5 11 — a. Electric Strip Cap: 39.8 kBtu/hr — c. Tint/other SC/SHGC - single pane 0.011 — COP: 1.00 — d. Tint/other SC/SHGC - double pane 0.011 b. N/A — 8. Floor types — a. Raised Wood, Adjacent R =5.0, 1659.011 _ c. N/A b. N/A — c. N/A 14. Hot water systems 9. Wall types — a. Electric Resistance Cap: 50.0 gallons — a. Concrete, Int Insul, Exterior R=4.2, 1152.6 11 — EF: 0.89 _ b. Concrete, Int Insul, Adjacent R=4.2, 174.311 — b. N/A — c. N/A — d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types — DHP- Dedicated heat pump) a. Under Attic R= 30.0,1659.0 11 — 15. HVAC credits b. N/A — (CF -Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts — PT- Programmable Thermostat, a. Sup: Unc. Ret Con. AH: Interior Sup. R5.0, 10.011 — RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone healing) 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: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStc designation), your home may qualify for energy e mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -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. . I • PROJECT : RESNANUJ(c) WHOLE HOUSE :.EAT GAIN / HEAT LOSS CATCULATION USING FLA/RES(c) DATA FLIT 'BASED ON A.C.C.A. MANUAI J - SEVENTH EDITION (c) 1936 bv A.C.C.A.) A C toJ_ trio Nae, (1-k_ITa • m(Amt_stimes vra,:tqe: LAum AgAmssiv • IMDC CONIR : ccn:IZAL:e HvAc coNT3 Conclitijid Floor Area : 1659 SF ADDRESY CITY : OWNER : Climatic Conditions & Design Conditions Locatin : F 1oiiti1. Iiaui. - AP North E.t it / Elevat ion 0 5 0,t0.0, WInte: Dry B,17b 12 . Indoor Winter In Bulb Vintr ;Actual) Temp.Diff. irtr Diff. (v. • Ol.:7 Summer Dr' Bulb - Outdoor Summer Wet Bulb 011t. Summer Hum. R:atio Gr/Lb ndcfs Summer Relaltive Hum. TuCocl• Summer Design Grab. Summ.E?r Dry Bulb Indoor Summer Wet Bull Summer Daily Range Summer (Actual) Iemp.Diff. Summc-r (Ur Sel) Temp.Diff. (sld) 15 Deg. F 0UBTOTAT HEATING SUMMARY C-VI n TOs TOTAL LOSS/RI= 202 OVERSIZE FACTOR : ACT1:AT. 4 205 OVERSIZE: GLASS/SF RATIO = 15% 70 Derj. 22 De(j. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F 61 Gr/Lb 15 Deg. T - 11 Deg. F .DAT COOLI\G SUNNARY 3050. !STRUCFrar SENSIBLE MFCH.VEYT 0 Cfm 't!EYS. ± MECH.VENT : TENP.SWTYG a. 3 DEG. : oCCUPANT/APPLIYWF : 52.5' !DUCT GAIN 3202.72 VTOTAL SEYSTBLF :TOTAL LATENT ENSTBLF + LATENT : 640.54 :20 SENS.OVRSZE FTR: 3343.26 + 20% OVERIZE: EQUIPNENT :2FTFrT1ON 0ERIAL if 5363 0- Ft. Above S-a 7 OT CU NOD it AHU OD j _ HTG :Y HTG OFTPUT HTG CFM ATU 27J51.17 0.00 27151.17 1.00 3000.00 3045.1') 33196.29 3060.03 3656.1.32 10195.55 .4' r. N:1 *Ndrth North East 7 .ast South - South South West t 'West Clr Single C1 Single Clr Single ('1 Single Clr Single Clr Single Clr Single Clr Single Clr Single Clr Single Clr Infiltration : Winter Ht Infiltration : Summer Ht • D R 2. TypE Y/W - Tat Inset - Ext. Y/W 3. - Tosul - Sul'.C. Core/Wood - Ext. 0 Solid Core/Wood - 0 infiltration :Wioter Htm( 5.62 ) x Infiltration :Summer Htm( 2.25 ) x C 1 T L 1 V 8 S Under Attic - F L 0 S - Adjacent L OAD C AL C LATIO Inside Shade Sc Area Loss/Btuh No Shade No Shade No Shade No Shade No Shade No Shade Yo Shade No Shade No Shade No Shade \o Shade m ( 5.62 ) m ( 2.25 ) R-Value -1.c SCBTOTALS: 1320.90 30 5 1 48.60 0 1 9.00 0 , 13.50 8 _L 1 13.30 0 1 15.00 0 1 71.00 0 i 1 1 6.30 0 i 1 25.00 0 1 15.00 0 1 13.30 0 1 4.80 0 x 244.80 1375.70 \ 244.80 Are 1152.60 17: .30 60.60 20.10 00.7 80.70 SUBTOTALS: 80.70 1659.00 1 659.00 TOTAL sTRCCTURE SENSIBLE Loss/Btuh 0 488.04 488.04 660.54 72.36 453.53 1186.13 0 Gain/Btuh 1312.20 243.00 364.50 1130.50 1275.00 3'21.00 717.20 '200.00 2275.00 110.50 403.00 5 50 . 80 C diu/B t 25,35.72 , .153.13 2988.90 630.24 70.35 181.57 882.16 1990.00 0 3050.21 27451..17