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534 NE 92 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' *Job Address / 3 .- 3. 1 /t1Lf / 9 s' & 7 Tax Folio Legal Description 40%-'`■ Historically Designated: Yes No Owner/I.ie 1 Tomas– 1K �� - Master Permit # / L Owner's Address 5)y 'V Sz e -7 _ Phone 0 D9 ? f l99 /F — Contracting Co. O`,-/i f fie Address Qualifier ,UV•v`f,,C _ SS# Phone State # Municipal # Competency # Ins. Co. Address Address /y Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) ‘06 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 owner and/or Condo President Date Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date J'//y /77 My Commission Expires: My Commission Expires: FEES: PERMIT D RADON ��C ? O NOTARY 3 r� ° BOND APPROVED: Zoning Bui ing Mechanical Plumbin Electrical TOTAL DUE Engineering C) v1 • I•E*G4 4 1X i a � BS. ' 9 3 s and 3, Block 58, AI SHORES SECTION NO. , ,cc ling to the Plat 'thereof, as recorded in Plat took 10, Page 37 of the Public Records of Dade County, Florida. Note: Underground , nd utilities, if any, not 1.cwi: yd . Fence ownership by visual iuc'nn-; • •n 1. yr, legal ownership not deter m i n'"t . FLOOD ZONE: X FLOOD INFORMATION: Community No.: 120657. Panel No.: 9.3 Suffix: J Date of FIRM: 3- 2--9:4 Base Elevation: Not Certified To: Rapid 1'1.: Services Company, Attorneys' Title Insurance Fund, Inc.., 1 Kahn, Abid G. and Bcn t :. t and Weyerhaeuser Moy_ L 1..tr- Company, its succ:e : : and /or assigns. i1 t - 1 ; ! L ey e /)W C'G ' / ea� - A BOUNDARY Tnd 7 ,E' /ui = " 7�h 7 4 ^ r / '.7,/ G/27) • /77aOiarc�/ , ' Cc) = Ca /6 !ce- / it Fiz0 t- .R-T -/ I_I-'1f • 21 PROPERTY OF: Kahn, . Abid: G.." and Breatriz,• • • h f1 0 0 • � 150. 0' C ou `1 8 9 'oc& / / /27aP Scz' /e • 45pha /, .0 a v- irk -/il (` 92 /215/ S//-e-e/ � , / DO.C�� /0 .7. -. . :'0i,C• ..- .:5 An' . co_ 42.o 4` m is ° Co o .- ' = 6 . N 7/I 6 14 . TILE �.�.,b `y / 1 SfrpS Ti�E t ...1 6 •'•'Y`' -. 1' p (.r s T° r q C'o -,:yo• .� is 2 1Go v 24•�j' o.i5 . , .�11 a. r -�-E- a e2 - i/or �f i c L • N i.je-. /� - r zcG a•1 /f.20' 'F: 2y.a0' x 0 1' r 7 rite 7340', c 1.16 C. . ._v_ x• - Y • / • AGCE`/ C9..o' A.�p/,o/,L) ; `/"- & ( 4' 'lr 48.otv.) 7 N1) . '• . , 534 N.E. 92nd Street, .v.. .�..v.. .r a.+..•••M.r" ....y'VN.,...'.w... ..•v..,...t•N -••••••••,, .•. i.••••••.: .a.•. w.....}.- 1..... • . Miami Shores, oric LANNES and G A R C I A , I N c2 z 0 0 ti BEARINGS IF ANY SHOWN PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 6 9 pp_ 0 n r r n Tax Folio Legal Description • -- Historically Designated: Yes No Owner/Lessee / Tenant NO 4'd, C1 . 'e1 h R Master Permit # 4 I 741 Owner's Address Li 0E. Q ro Phon e 75 ..g' 9 V 3 ..-/ T 1 S Contracting Co. 1) D /3 e- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company JO k) Q. Address Mortgagor Address Permit Type (circle one(BUILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ' (l Q.- , -pfAv tf∎ N \ (Y) n Square Ft. B Estimated Cost (value) * Y 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. OWNE •' AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable la y ting constru tion and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of ontractor or Owner - Builder otary as to Owner and/or Condo President Date My Corrimi Expires: FEES: PERMIT /3 1. RADON APPROVED: Zoning Mechanical Notary as to Contractor or Owner - Builder My Commission Expires: - "BOND 3 0 0 TOTAL DUE q 1. 12k )74-- Date Date 2. Description of improvement: 3. Owner(s) name and addre Interest in property: Name and address of fee simple titleholder: NO i lUt ur LUMMENCEMENT 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, 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: q /VP_ 9cQ n n �� f 4. Contractors name and address: !is 4� /A / A/W / o //9"-frj/ 5. Surety:(Payment bond required by owner from contracto iAhFL ®1�A° MO �F �� y o� Name and address: 0 HMO' i CENvEnt p9oo 4 to v coq c9 ,� r ® +6tc� s Amount of bond S C9 4i dEc,�i oG b nd mad i rEcE3O f�e:�7. 6. Lenders name and address: pn o `� ..; h :• y�q , c? i o 7. Persons within the State of Florida designated by Owner upon whom notices or other do by Section 713.13(1)(a)7., Florida Statutes, Name and address: 130 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 00 AI 9. Expiration date of "_,is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sgnaaue of Owner Print Owners Name lh > d G . h h Aar Sworn to and subscribed before me this / day of 0 . 1977 Notary Public Print Notary's Name r Ut, My Commission Expires{ "'Pf'1 Tgl NCTARY SEAL 4 NNOKA pia : )01 - 11x►. r •. !• Q? 1 ? 0 •11SStoP: i`:u slilrR CCU u1:.31 .�.' co ;ota1 i ;1oN EXP. ' �, '3. 17: 97R 193774 1997 MAY 02 12:16 33/312 ents may be served as provided Prepared by: 6`( t 1 h R-16 Address: S Li /._ 7 C9 Ob it or xos Fh. 33/3 IMPACT ; ME APPROVED ....SCHOOL Y;CT R 2,!NPFD 0 2 1997 LoTh g- M IA 11 3- gb vioe.1-10:24%, ei-O arc 1Hr. .-- c.C.1 Nfr-) ---------- - 14o A/ l'ae7r440.‘100-e.19' A aHei-t-4 (2, 6 1 4 eUrr Tat - kit .12V1 c - 6 11 abs :6/t. e,24.- • • .6 - 14 - ra - :fai •-- ° _ tmai e4A-ItU 1LT. _ et.4 F.4 Mg- 1 41 X 11 6 4 1 N•e• is ' 1 011 1.6 Alle L. 07 ir-LAH e.. — •■• 4-06o As' - / g , ._ • - - ARCH-TECH Collaborative,Pat / tnership ' . • Architectural Planners and Construct Managers - - 7- 1 t352 87th. Terrace Miami, Florida 33173 Ph. (305) 270-79051 Fidias F. Flaquer P.E. Structural Engineer 9-1 Florida Register No. 23070 PROJECT NAME: AND ADDRESS: S'Co / , b4 1 7$ 4 BUILDER: 6 • Ji4N /1-L / ,,. ',1 57;4f /VG Al Sji2ip_f PERMITTING OFFICE: CLIMATE ZONE: 7 0 9 Jtf,.4i y/ per y / ft 13 ge OWNER: /Vie-- .1i ,t /le /< / PERMIT NO.. JURISDICTION NO.: 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -93 Residential Limited Applications Prescriptive Method C SOUTH 7 v8 9 Small Additions and Renovations Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C -93 for additions of 600 square feet or less, site- installed components of manufactured homes, and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 600B -93 or 600A -93. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 6C -3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components a p i features are covered by this form. Please Print CK 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Porch overhang length (ft.) 7. Glass area and type: a. Clear glass .- b. Tint, film or solar screen 8. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (R- value) %/ b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 11. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 12. Cooling system* (Types: central, room unit, package terminal A.C., none) 13. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, room or PTAC, none) 14. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 15. Hot water system: (Types: elec., natural gas, other, none) Pertains to manufactured homes with site installed components. - 1- 1. RfiVcfm-//vr✓ 2. be -c „e► 3. A//i9 4. /"' 9 5. 6. iVCAL Single Pane 7a. //,g._ sq. ft. 7b. /WA sq. ft. 8. /l/ /, 9a. R= Y /S//n ' /f /C PiZ sq. ft. 9b. R= /U sq. ft. 9c. R= n ' ,4- sq. ft. 9d. R= 4 /(A sq. ft. 9e. R= sq. ft. 10a -1 R= 10a -2 R= 10b -1 10b -2 10c R= R= sq. ft. AIM 11a. R= ,V// sq. ft. 11 b. R= N/ sq. ft. erfo td9 12. Type: /v//9 SEER/EER: 13. Type: A1(¢ HSPF /COP /AFUE: 14a. A 14b. / 15. Type: V4 - EF: ' Double Pane sq. ft. sq. ft. sq. ft. sq. ft. I hereby certify that the pplans and specifications covered by the calculation are in compliance with the Florida Energy Co• PREPARED BY: ) ® Si r ' G V#; Z V DATE: I hereby certify tha this bui I in co : an e w h e Florida Energy Code. $/ OWNER AGENT: f /V DATE: 5 Review of 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 in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = Installed % = GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSULA7 INSTALL UP TO 20% UP TO 30% UP TO 40% UP TO 50% ly 4 ' Single Double Single Double Single Double Single Double OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC 1"- 1.0 0"- .86 0"- .90 2"- 1.0 1"- .86 0"- .65 1"- .90 0 "- .70 3"- 1.0 2"- .86 1"- .65 0 "- .45 2"- .90 1"- .70 0 "- .50 4 "- 1.0 3"- .86 2"- .65 1"- .45 0"- .35 3 "- .90 2"- .70 1"- .50 0 "- .40 Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1 0, double clear SC = .90, and single tint SC = .86. Room unit or PTAC TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHE CI(, Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. R -11 Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls m be sealed. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls & raised wood floors. Fireplaces 606.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. HSPF 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 minimum thermal efficiency of 78 %. Single Assembly; enclosed Hot Water Pipes 612.1 Insulation is required for hot water circulating systems, (including heat recovery units) and the first 8" of piping from the water heater (or until piping enters an insulated wall or slab). - Single Pkg. Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. = HVAC Duct Construction, Insulation & Installation 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 610.1. Ducts in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closets. R -10 HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. COP = COMPONENT MINIMUM INSULATION INSULA7 INSTALL EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY Concrete R-5 Central A/C Split SEER = 10.0 SEER = Frame, 2' x 4" R 11 - Single Pkg. SEER = 9.7 SEER = LL Frame, 2" x 6" R 19 Room unit or PTAC EER = 8.5* EER - Common, Frame R -11 Common, Masonry s- R -3 Ima Electric Resistance ANY Under Attic R -30 Heat pump - Split HSPF = 6.8 HSPF = Single Assembly; enclosed R -19 air - Single Pkg. HSPF = 6.6 HSPF = 113: ■ Single Assembly; Opened R -10 M HE/ Room unit or PTHP COP = 2.7* HSPF/ _" Common, Frame R -11 COP Slab -on -grade No Minimum Gas, natural or propane AFUE = AFUE = Raised Wood R-11 .78 _O( Raised Concrete R -5 Fuel Oil AFUE = .78 AFUE = Common, Frame R -11 ina Electric Resistance EF = .88 EF = In unconditioned space R-6 Gas; Natural or L.P. EF = .54 EF 4 In conditioned space No minimum Fuel Oil EF = .54 EF = TABLE 6C -1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and LE RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF'MANUFACTURED HOMES. ' TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all non- vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or endosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition, do not have to comply with the overhang and shading coefficient requirements on Table 6C -2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (01-1) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane dear -or double -pane tinted. 4. Complete the information requested on the top half of page 1. 5. Read "Minimum Requirements for Small Additions and Renovations ", Table 6C -3, and check all applicable items. 6. Read, sign and date the "Owner /Agent" certification statement on page 1. -2- * See Table 6 -3, 6 -7 Climate Zones 7 8 9 T12,is property described an: Lots 2 and 3, Block 58, MIAMI SHORES SECTION NO. .,' . according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. Note: Underground encroac:lunr'Iti :. utilities, if any, not located. Fence ownership by visual mc'.tnr legal ownership not deter I,t i „r . FLOOD ZONE: X FLOOD INFORMATION: Community No.: 120652 Panel No.: 9.3 Suffix: 'J Date of FIRM: 3 -2 -94 Base Elevation: Not Ava i 1 .,I , i ' Certified To: Rapid ' i' Services Company, Attorneys' Title Insurance Fund, Inc., Kahn, Abid G. and Bca 1 , i ';: and Weyerhaeuser Mortcla`trr Company, its succerf: and /or assigns. rn.1.y, N O b t t • PROPERTY OF: . Abid: G. and. i • !.4..n' •'nx......• z ^+.ti'L: �dG•» tr.y.r�: ...rd'iUfd:. .: Y•.:'r, " +. .Not valid unless embossed A BOUNDARY with Surveyor's 2 -11 -9 7 SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Hoard of Land Surveyors pursuant to Section 472.027. Fla. S,atutes. There are no encroachments. overlaps. easements appearing on the Plat, other thon as shown hereto. / i /,* Ha. Reg. land Surveyor No 2243 Roman M. Lannes 3.0 tidal ,100 yo i t e 1 C 1 ,> t W %�'/ /�/L= 9/ - 5 7 � . ZoGa / / /77nP SCri/e /" moo ' ,4sp/7o.',Z . �a v�ir/�� r , 22. ' l- - /rez -va /I % / DO.O (� " 47 -. C Or, C. 42.0 4� ti / /ea' 1 .t p ' « 'til DATE . 01- 2/-9 /5' 10 92 „°" 5- /ree 0 1 o - J Cone. ng ru TI! e ,5 C,_ rnb�' j l 51eP5 r.� r /ors 29 Go' L5We /or . 4 /1..26' ' lR. 35' E 4 J 25•'20' z ::°/ Porch•' :2�/• �y 7L // / i G1.nc°S 73 40' tp�) 8 � P.,, e` / 1. C 1.1. k . �� 1 r c K- !l y DRAWN BY /S7• 29.0o' "Recertified", Fl.odd Information, Certified To and Names • 24. o_r5 • CL• 50017 j DD,c2C' O, / o' CG• - n.... ?1., 534 N.E. 92nd Street, emei Miami Shores, Florid LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 3311• Mailing address: P.O. Box 561131, Miami, Florida 33156 DRWG. NO 20245 BEARiNGS iF ANY SHOWN BASED ON I* NvsN So /c5.2 L ei � / 50 8s./9 3 : T12,is property described an: Lots 2 and 3, Block 58, MIAMI SHORES SECTION NO. .,' . according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. Note: Underground encroac:lunr'Iti :. utilities, if any, not located. Fence ownership by visual mc'.tnr legal ownership not deter I,t i „r . FLOOD ZONE: X FLOOD INFORMATION: Community No.: 120652 Panel No.: 9.3 Suffix: 'J Date of FIRM: 3 -2 -94 Base Elevation: Not Ava i 1 .,I , i ' Certified To: Rapid ' i' Services Company, Attorneys' Title Insurance Fund, Inc., Kahn, Abid G. and Bca 1 , i ';: and Weyerhaeuser Mortcla`trr Company, its succerf: and /or assigns. rn.1.y, N O b t t • PROPERTY OF: . Abid: G. and. i • !.4..n' •'nx......• z ^+.ti'L: �dG•» tr.y.r�: ...rd'iUfd:. .: Y•.:'r, " +. .Not valid unless embossed A BOUNDARY with Surveyor's 2 -11 -9 7 SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Hoard of Land Surveyors pursuant to Section 472.027. Fla. S,atutes. There are no encroachments. overlaps. easements appearing on the Plat, other thon as shown hereto. / i /,* Ha. Reg. land Surveyor No 2243 Roman M. Lannes 3.0 tidal ,100 yo i t e 1 C 1 ,> t W %�'/ /�/L= 9/ - 5 7 � . ZoGa / / /77nP SCri/e /" moo ' ,4sp/7o.',Z . �a v�ir/�� r , 22. ' l- - /rez -va /I % / DO.O (� " 47 -. C Or, C. 42.0 4� ti / /ea' 1 .t p ' « 'til DATE . 01- 2/-9 /5' 10 92 „°" 5- /ree 0 1 o - J Cone. ng ru TI! e ,5 C,_ rnb�' j l 51eP5 r.� r /ors 29 Go' L5We /or . 4 /1..26' ' lR. 35' E 4 J 25•'20' z ::°/ Porch•' :2�/• �y 7L // / i G1.nc°S 73 40' tp�) 8 � P.,, e` / 1. C 1.1. k . �� 1 r c K- !l y DRAWN BY /S7• 29.0o' "Recertified", Fl.odd Information, Certified To and Names • 24. o_r5 • CL• 50017 j DD,c2C' O, / o' CG• - n.... ?1., 534 N.E. 92nd Street, emei Miami Shores, Florid LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 3311• Mailing address: P.O. Box 561131, Miami, Florida 33156 DRWG. NO 20245 BEARiNGS iF ANY SHOWN BASED ON t ><IST4' r kat'er 4. • 110 e0Alee• eir1 fi6 _ w e 14-* c- (e)-it:iev _ I N T. )btAt-1 14111-4 oF r , - \t4 611 cet . c.I t4w Racer , eAist*4 49 P-1 6 ‘ 15 I - 3 C 5 • I ri . Lyr i t.,% . 5e 71-0 are - H rie Ho A/6 - ra Ao0 _ 6 IT To esit 1 ( .#2‘11 cc. 2 C : 71' 71 8 Gibs - 14 Lo g. IsulAT )i-rie42.1 o re_. ?u,stt 6 bli 1LT LoTh MIAnt H 3. - -a 1 loo.00 ot-4S,$T1. R t6 ALLe4 L- ri-At--1 _ • d.geet.4 rici.06op,..e.-: 1 * o44 • e• cis — rnilefeal„ (50s) fg 8 - 38 941. -ARCH-TECH Collaborative,Partnership Architectural Planners and _Construction Managers '11352 87th. Terrace Miami, Florida 33173 Ph. (305) 270-7905ir Fidias F. Flaquer P.E. Structural Engineer Florida Register No. 23070 o-fi r 2'x6" FT. WOOD BUCK W/ I/4" x 13/4" TAPEON SCREWS ( 4-0" O/C FROM THE ENDS AND 15" 0/C MAX ELSE WHERE (TYP. MIN. REQ. EMBEDDED IN CAULK) TIE DOWN IN FILLED CELLS. CBS BEARING WALL. • W 1 1 11T 11 M M IT l T I I I I I 111 1 r log E, . , MPACT RESISTANT GLAZING OR STORM SHUTTER REQUIRED PRODUCT CONTROL APPROVAL AND SEPARATE PERMIT IS REQUIRED. DOOR AND WINDOW BUCK DETAIL NTS. ARCH -TECH Collaborative Partnership Architectural Planners and Construction Managers 11352 S.W. 87th. Terrace Miami, Florida 33173 Ph. (305) 270 -7905 r Fidias F. Flaquer P.E. Structural Engineer Florida Register No. 23070 ; 9 4'1 IV° 8 1 d o Sc. OM% 1..) 1 ' do tio •••=1•. ! 51% A— . A ST . t..E.VA - rtont V4•1'. Z5 • 4. S 0415.S■4 4 Cow. pe• • .4!-Or • " W:)..) Otuo 3 bt. • • : P.? _91 4 Ay TA Ct6gAwio. TA *) • X4 Z24 e tas:t co c-, M - . 47r 11 Woou 8(4 « tes...rto • 41, E.-, ... 4 — ▪ TdIL_ . C.0."A‘re Vit • , we 2 - f.■ . els;Let A 00 I 06.1 3'L3 Sr. W-r '1 St B.. PA-rt. c) TopR-A-.1. rt. A Yz. 7704 4" C cl•<.5L4 Kr 0 A - PL-AAJ Vi F V4 z (" )yPicAL WALL 5..gariOkl mwArwm jAlor /, i -- 41101 - 074V — a - i ltl.l. Les )InA6 riAN) -9e-Aw(L-t "*E46 a)FH c � I t°l e esti d/c. j . it ‘if6g a' 1 ($ o G. a G- -.IS11 r46. coN o. `el° 9 1-. e.de:49. 1.11M11 rco .11,1t. GIe4' -ice. -1sT I N R " 9t4G POI-Ifs-It4 1-1 Cho A 6e-eA 1< - r+4 I-U , T Tu pcut2 SIGF E1 45 gt.Q'O EL.J I " 4 . t' LU� FUR -p-1 yG t .� 15 I kATI d H 1 � � I /y � UJr.� � NISH�ro p Y sure i She 41 WU 11°H /I II : i, ARCH- TECH Collaborative Partnership Architectural Planners and Construction Managers 11 352 S.W. 87th. Terrace Miami, Florida 33173 Ph. (305) 270 -7905 Fidias F. Flaquer P.C. Structural Engineer Florida Register No. 23070 • APPROVED I BY DATE ZONING STRUCTURAL 11111,/ S I 447 ELECTRICAL PLUMBING !MECHANICAL I ROOFING BLDG. OFFICIAL 1 I I SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY 1 RULES AND REGULATIONS. j MIAMI 3riORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF N RESULTS FROM THESE PLANS. 1 COMI't;IAN;F WTTI TI!>•: bOLITH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHrORi.; VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRAC i 0 AitE „ i IAPGFD WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR N :T SPECIFICALLY INDICATED iiERt:IN. N U M SNORES VOLE METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 Acceptance No.:95- 0515.12 (Revises No.: 93- 1026.04) Expires :1 2 /07/98 METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 3752902 FAX (305) 372.8339 Your application for Product Approval of: Series "800 "Aluminurn Awning Window with Muntin under Chapter 8 of the Metropolitan Dade County Code 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 ofAcceptance. 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 animendments 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. au Rod' guez 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. Building Code Compliance Dept. Approved: 12 /07/95 -1- Metropolitan Dade County 1 00 ' 39Idd r 1 30 3Sf10H 0± JdW NO2I90 31UA W0b3 1 I :0 1 LS, b Ndti . x le Ogron anufacturing C 200•39dd 2 ACCEPTANCE No.: 95-0515,12 APPROVED : DEC 0 7 1995 EXPIRES : DEC 0 7 1998 .1 1 .. If)ITI 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum awning window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine 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 Design on atiSeries "800" Aluminum Awning Window with Muntins. 1.3 Overall Size 4' - 5 1 /8" wide by 6' - 2 1/4" high by 1 7/8" deep 1.4 fan figuratio X/X/X/X/X/X 1.5 No. & Size of V pts: Six; bottom five, each 52 3/16" x 12 3/4 "; top, 52 3/16" x 12 5/8 ". 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Mat_s.riak Aluminum alloy 6063 -T6. 2.2 Glazing " 2.2.1 Glazing Material: Double strength annealed glass. 2.2.2 lazing Me hod: Exterior glazed using adhesive bedding compound and aluminum glazing bead. 2.3 Sash Construction: 2.3.1 Stiles: Consist of a vent side of unequal legs, 1.312" exterior face, 0.344" interior face 1.00" deep and .062" wall thickness aluminum extrusion. 2.3.2 Rails: Consist of a vent top 0.855" face by 1.00" deep and .062" wall3hickness aluminum extrusion. Bottom vent 0.937" face by 1.00" deep and .062" wall thickness aluminum extrusion. 2.4 Frame C.onstrugtion: 2.4.1 Head: 2.014" face by 1.875" deep and .062" wail thickness aluminum channel shaped extrusion. 2.4.2 Jambs: 1.968" by 1.875" deep and .062" wall thickness extruded aluminum. 2.4.3 Sill: 1.968" face by 1.937" deep and .062" wall thickness, extruded aluminum. �4 l 1 Perez, P.E. a ans Examiner 11 Product Control Division I ' 1 30 3Sf10H 01 S dW N0890 31ti k W0d3 2 t :0 I LB, b adb ale r a a . 2.5 We Quantity Double Single rail. 2.6 Hardware: N• i E t 'TA Description Vinyl Bulb Vinyl Bulb ACCEPTANCE No.: 95 0515.12 APPROVED EXPIRES • Quantity Description Location One Rota Operator Lower left frame corner. One Automatic metallic hook Frame jamb, each side of each vent. lock One 0.215" x 1/2" metallic pin 7 1/4" from bottom of each vent. 2.7 Weepholes: None 2.8 Iitins: T- shaped aluminum extrusion, 0.750" face by 1.00" deep, 0.062" wall thickness, three in each vent. 2.9 Beinforceni nt: None 2.10 Addition l a Description: 1 1/2" high overall interior sill flange used. Optional sill is 2 3/8" high. Flange type frame. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. 4. INSTALLATION: 4.1 Screws and ('fethod of 4ttachmen SILL : Three, #10 x 1" PH SMS located 4 1/2" from corners and 22 1 /8" o.c. maximum. HEADER: Three, #10 x 1" PH SMS located 4 1/2" from corners and 22 1/8" o.c. maximum. JAMBS : Four, #10 x I" PHSMS located 4 1/2" from corner and 24" o.c. maximum. SOO'39dd J ote: Please see note #11, Pagi - 2a - Location Frame head. Each frame jamb, sill and vent top M • Perez, P.E. Pl . A Examiner I I Product Control Division P1 3O 3Sf10H 01 93W N0890 31dA W0d3 21:01 L6 , V add OEC 0 7 1995 DEC O 7 1908 ACCEPTANCE No.: 95-M15.1; APPROVED : ..D C_10 1QQ5 EXPIRES : DEC 0 7 19 9 8 t:T.^��1'ICE OF ACCEPT CE• PE IFIC CONDITCON& 4.2 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. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 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 ". P00 ' 30dd M 30 3SIlOH 01 - 2b - 6. CJSE 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. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shat -be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 This approval revises Notice of Acceptance No. 93- 1026.04 dated December 06, 1993. 6.5 Note:, The installation of this unit will require a hurricane protective system. M = uel Perez, P.E. P Examiner II Product Control Divis i n JHW N06O0 31eA WOdd Et :OI LS, b adb Y O n Mnnu f c xuringC . ACCEPTANCE No.: Vt f1515_12__.. APPROVED : DEC 0 7 1995 EXPIRES : flff 0 7 199- -- NOTICE OF ACCEPTANCE: 5 ECIFIC C ON DITIO N S 7. TESTS PERFORMED TEST AIR tNF1LTRATION Q 1.57 PSF (15 MPH) ASTM E283 (0.37 CFM//FT WATER RESISTANCE (PSF) 1 1/2" high overall sill ASTM E547/E331 WATER. RESISTANCE (PSF) Optional 2 3/8" high overall sill ASTM ES47/E331 UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 POSITIVE UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 NEGATIVE FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5.76 Design Pressure Rating (Positive) Deign Pressure Rating (Negative) S00 ' 30tid m 30 3SIlOH Ol - 2c - RESULTS 0.24 CFM//FT MTL -15722 +7.60 PSF MTL -15722 +8.30 PSF MTL• 15722 +68.0 PSF MTL -15722 -68.0 PSF MTL -15722 MTL• 15722 DESIGN LOADS +50.67 PSF MTL -15722 +55.34 PSF MTL -15722 +45.34 PSF MTL -15722 -45.34 PSF MTL -15722 +45.34 PSF -45.34 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, ASTM E283 :. 2) Uniform Static Air Pressure Test, Loading ASTM E330' 3) Water Resistance Test, per ASTM E5471E331 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum awning window prepared by Miami Testing Laboratory, Report No. MTL -15722 dated 11/09/93, signed and sealed by John C. Olsen, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Comparative Analysis for Yale Ogron Manufacturing Company, by Al- Farooq Corporation dated 9- 25 -95, signed and sealed by Humayoun Farooq, P.E., September 26, 1995. M. el Perez, P.E. PI Examiner 1I Product Control Division 9 W NO d90 37 & WOa3 171 :01 LS, 17 adti Yu c ()gran Mi nuf��cturing_ • 9. COMPARATIVE ANALYSIS: 900'39dd WIDTH (inches) 19 1/8 26 1/2 37 53 1/8 19 1/8 26 1/2 37 53 1/8 19 1/8 26 1/2 37 53 1/8 19 1/8 26 1/2 37 53 1/8 191/8 26 1/2 37 53 1/8 AN HEIGHT (inches) 26 (2 Vents) 38 3/8 (3 Vents) 50 5/8 (4 Vents) 63 (5 Vents) 74 1/4 (6 Vents) -2d- ACCEPTANCE No.: 95-0515.j 2 APPROVED EXPIRES PE 1 WITH VERTICAL MUNTINS WINDOW DIMENSIONS Dr DESIGN LOAD - PSF EXTERIOR INTERIOR 160.4 160.4 101.3 101.3 66.4 66.4 43.2 43.2 161.7 161.7 102.4 102.4 67.3 67.3 43.9. 43.9 162.6 162.6 103.1 103.1 67.8 67.8 44.4 ,4.4 163 163 103.5 103.5 68.1 68.1 44.6 44.6 164.5 164.5 104.8 104.8 69.1 69.1 45.3 45.3 : DEC 0 7 1995 . DEC 0.7 19 8 1 M = - i Perez, P.E. PI :f s Examiner I 1 Product Control Division (1 30 3Sf10H 01 93W NO2190 314.1 W02l3 b I : 0 I Le, b Ndd yale Uon unuf• cturing .n. •k• TI 10. TYPICAL ELEVATION: F A PT 11 1 -2e- ACCEPTANCE No.: 950515.12 APPROVED : C 'U 7 195 DEC O 7 1996 EXPIRES a M • el Perez, F.E. P1= 4 er II Product Control Division • L00 ' 3Jdd M 30 3Sf10H 01 03W N0890 311JI W0b 3 5 1 : 1 3 I 2_6, b adti Yale d &r n Munur. during Co. ACCEPTANCE NO.: 9i- OR1i.12 : DEC 0 7 1998 • APPROVED EXPIRES NOTICE OF ACCEPTANCE STAND6RD 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 connitions 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 n4 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 aYevision 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(e) and this last page 3. Items 10, 11 & 12 listed ib @low only appllyji o glazJlprgducts 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 Suction. 1 1. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapte fthe South Florida Building Code. END OF THIS ACCEPTANCE -3- Ma I Perez, P.E. Plans F m iner II Product Control Division 800 ' 39Ud P1 dO 3SflOH Ol 9dW N0ZI90 31t1A WOd d S I : 0 I LS, b 2ldti FLORIDA SCREEN ENTERPRISES 15201 NW 34TH AVENUE, OPA LOCKA, FLORIDA 33054 -2449 PHONE (305) 687 -0424, FAX (305) 687 -3008 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM May 5, 1997 Building Official To Whom it may Concern; We are the Dade County Notice of Acceptance Holder for the 500 Series .060 Aluminum Storm Panel under 95 -051 5.16 This letter authorizes House of Windows to use our 500 Series Aluminum Storm Panel under 95-0515.16 to be used on the following job: Abid G. Khan 534 NE 92 Street Miami Shores, Florida 33138 Sincerely, John 1. Gusmano Sales Manager M s f a r e s M a r t a c c a o p a n y t h e a p p h r c a t k e f o r the b a t l d l a g pertett c a d shall b e c o m e petty ofthe penstt dttareteets. The aathortred stpeatan twist boor the raisat seal ofthe company Melding the Dade Cary Notice of Ac epmaae. MANUFACTURERS OF QUALITY SCREEN AND COMPONENTS METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Screen Enterprises 15201 N.W. 34 Avenue Opa Locka FL 33054 Your application for Product Approval of: .060" Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -18, Sheets 1 thru 5 of 5. (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. Acceptance No.:95- 0515.16 Expires:07/20 /98 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 07/20/95 - METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Product Control Supervisor 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 Florida Screen Enterprises ACCEPTANCE NO.: 95 0515.16 APPROVED : 1 JUL 2 0 1995 EXPIRES : ' JUL 2 0 1 9 9 8 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -18 Sheet 1 of 5, using .060" thick aluminum alloy 5052 -H32. 2.2 Panels are rolled formed, nominal width of 12.00 ", total width of 14 3/8 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2" x 2" x .125" angle, 2" x 4" x .125" angle, and 2" x 4" x .125" aluminum channel. 2.4 Tested specimen: Dimensions: 39" x 99 -1/2 ", 39" x 97 -1/2 ", 39" x 96- 3/4 ",50" x 50" and 39" x 101" 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 97 -1/2" for wall mounts, 99 -1/2" for inside mounts, and 96 -3/4" for direct mounts and to be installed only as outlined on drawing No. 95 -18, Sheets 1, 2, 3, 4 and 5 of 5. 3.2 Minimum separation to existing glass to protect shall be ; 3.2.1 For spans up to 50" = 2 ". 3.2.2 For spans up to 96 3/4" = 2 3/4 ". 3.2.3 For spans up to 99 1/2" = 2 7/8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" Wall Mount Header at the head and a Base Angle at the sill, both of which are anchored to the wall, using the tension anchors as shown on Section A -A, Drawing No. 95 -18, Sheet 2 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount Similar to wall mount, but using the 2" x 2" x .125" Base Angles at both header and sill using the tension anchors as shown on Section C -C, Drawing No. 95 -18, Sheet 2 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a Ceiling Mount "U" Header at the head, which is anchored to the inside of the opening, and fastened to the 2" x 2" x .125" continuous studded aluminum Base 2 uel Perez, P.E. Plans Examiner 11 Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : JUL 2 0 1 ggi EXPIRES : ' JUL 2 0 1 9 9 8 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Angle at the sill, using 1/4 " -20 x 3/4" studs and washered wingnut spaced at 12" o.c. as shown on Section B -B, Drawing No. 95 -18, Sheet 2 of 5, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above, 4.1.5 Skylight Cover Application Continuous extruded aluminum channels 2" x 4" x 2" x 1/8 ", used as header and sill, run along the sides of the skylight frame channels and are supported by 4" wide brackets spaced not more than 20" apart. Brackets consist of a 2" x 4" 1/8" x 4" wide aluminum angle located along the side of the skylight frame and are anchored to the roof rafter using four (4) #10 x 1 1/2" SMS per bracket, these brackets must be properly flashed in compliance with Chapter 34 of the SFBC. A 2" x 2" x 1/8" x 4" wide aluminum studded angle, with two (2) 1/4 " -20 x 3/4" studs w /wing nut, is attached to the long leg of each bracket using three (3) #10 x 1 1/4" SMS penetrating into the skylight frame. This angle must be completely covered by the skylight flashing. The storm panels are then fastened at each end to a 2" x 2" x .125" continuous studded aluminum Base Angle with one leg turned up serving as an end cap covering the panel ridge openings along the sides. Angles and panels are secured to the top flange of the channels using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., another 2" x 2" xl /8" is used at top and bottom of shuttter to cover the opening under the panels, as shown on Sections A -A and B -B, Drawing No. 95 -18, Sheet 5 of 5, bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -18, Sheet 1 thru 5 of 5. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 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 openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -18, Sheet 1, 2, 3, 4 and 5 bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. - 2a- Mar?ac1 Perez, P.E. Plans Examiner 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (99 -1/2" SPAN) SATISFACTORY HETI -95 -434 Max. 2.88" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (97 -1/2" SPAN) SATISFACTORY HETI -95 -434 Max. 2.5" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96 -3/4" SPAN) SATISFACTORY HETI -95 -434 Max. 2.75" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" SPAN) SATISFACTORY HETI -95 -434 Max. 2.00" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (99-1/2", 97-1/2", 96 -3/4" SPAN) +68.0 PSF HETI- 95-434 +53.0 PSF HETI - 95-434 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (99-1/2", 97-1/2", 96 -3/4" SPAN) -91.0 PSF HETI - 95-434 -70.0 PSF HETI - 95-434 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (50" SPAN) +130.0 PSF HETI - 95-434 +100 PSF HETI - 95-434 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (50" SPAN) -130.0 PSF HETI - 95-434 -100.0 PSF HETI- 95-434 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (101" SPAN) +80.0 PSF HETI- 95-436 +53.0 PSF HETI - 95-436 @ Design .602" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" SPAN) -105.0 PSF HETI- 95-436 -70.0 PSF HETI- 95-436 DESIGN PRESSURE RATING +53.00 PSF -70.00 PSF . Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : ' JUL 2 0 1995 EXPIRES : JUL 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS RESULTS: - 2b - M el Perez, P.E. Plans Examiner II Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95 - 0515.16 APPROVED : I JUl 2 0 1995 EXPIRES : JUL 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI - 95-434 dated March 27, 1995, signed and sealed by Hector Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of Aluminum Storm Panels, prepared by Hurricane Engineering and Testing, Inc., Report No. HETI -95 -436 dated 3/31/95, signed and sealed by Hector Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -18, Florida Screen Enterprises, Aluminum Storm Panels, Sheets 1, 2, 3, 4 and 5 of 5, prepared by Al Farooq, dated 04/17/95, revised on 06/28/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by Alumax Mill Products with chemical composition and mechanical properties for aluminum alloy 5052 -H32 (Panels Only). 8.3.2 Certified Tensile Test Report from Hurricane Engineering & Testing, Report Number HETI- 94 -T66 dated 3/31/95 for aluminum storm panel, tested per ASTM E8 -93, signed and sealed by Hector Medina, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated 05/09/94, Pages A -1 through A -18, prepared by AI -Farooq Corp., signed and sealed by Humayoun Farooq, P.E. - 2c - M Plans Examiner II Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : 'JUL 2 0 1gg5 EXPIRES : ' JUL 2 0 19 9 8 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. - 3 - .04a/LL Man el Perez, P.E Plans Examiner II Product Control Division FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE GIST. 12d =3" lOd= 2 -1/Z" 8d =2" 6d =1 -1/2 5d= 1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" 0.C. (FROM TABLE) FOR 7 EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 2.000 I 1 1.500 .094 3.500 - x- .062 2.225 2.000 .062 CEILING MOUNT HEADER 6063 -T5 WALL MOUNT HEADER 6063 -T5 2.000 .125 2.000 -- '1 .ASE ANGLE 6063 T5 .094 2.500 2.000 4.820 FOR FASTENER DETAILS 1/4 0 ANCHORS 24" 0.C. 1.180 (3) 12.000 fAbLEL ALUMINUM .060 5052 -1132 w w cn z 0 z 0 w rn w w N SEE SECTIONS ON SHEET 2 24. END CAP ANCHORS 4' MAX. 7 C -- 1 LEUULAS END CAP BUILT —OUT CONDfTION END CLOSURE ANGLE A REQD. ONLY ON BUILT -OUT CONDITION B SEE DETAIL A C B A 2 X 2 X 1/8" 2 X 3 Xi 8" 2 X 4 X 1/8' ALUM. ANGLE FOR END CAP AS REQD. AT BUILT -OUT CONDIITONS A B C TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS. .500 2.000 .125 TYP 4.000 2 X 2 X 1/8 2 X 4 X 1 /8' ALUMINUM ANGLE 6063 -T5 H 1 1• _1_ L L r C B A PRODUCT MARKINQ A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. FLORIDA SCREEN ENTERPRISES. MEAMI, FL ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED' DESIGN PRESSURE RATING = + 53 PSF — 70 PSF L ATTN. BLDG. OFFICIALS DO N0I ACCEPT THIS DRAWING W F LORIDA SCREEN INIERPRISES RAISED CORPORAII SEAL GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5. OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION_ 5. ALL BOLTS SHALL BE STAINLESS S I La. ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. 6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR r. 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCITY. ET4GINEFR: HUTAAYOUN FAROOQ PE ; 16557 2.000 .11)N 1995 4.000 - -►- 125 TYP ALUMINUM CHANNEL 6063 -T5 ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL do FLOOR COVERING (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD - 1-1/4" NO REDUCTION FACTOR IS REQUIRED APPI;OVLU AS COMPLYING WITH THE SU11111 1IURIIIA UUILDING CODE nn�� DA (L � l�_L.SL ' .ZQ _ 1 991 :IY PIZODULE- CON1ROI DIV!SIU HUH U1NG CODECOMPLLIIANCL OFFICE YCCI1'IANC.( N0 `S 1 c 1 5 • IL cc O (/) 4-4 ai z Li o� 0 0 a Rr' � of U W t\ L M O Q Q Q o 0 C ro ce w I zto Z N 0_ a0 Cr) W <n LL N W <n w LL Z W W W Q Z F = - W , 4 - W r 7 OC (/) Q Z 0 FE O O N J u") 0 fi di (twin() nu. 95 -18 - !-, ) ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 70 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD A 12 11 - 12 7 - B 12 - - - 6 - E - - 12 - - 10 ANCHOR ANC TCE SPACING INCHES UPTO 45 PSF UPTO 70 PSF CONC. BLOCK yNQQD CONC. BLOCK WOOD A gg 3 - - 9 E E - - E - - E - - 4 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 70 PSF C ONC. BLOCK WOOD CONC. 12 BLACK 6 WOOD A 12 9 - - 9 E y 6 - - E - - 1 1 - - 7 ANCHOR TYPE SPACING INCHES UPTII 45 PSF UPTO 70 PSF C ONC. 12 BLOCK 11 W000 CONC,BLOCK 12 7 WOOD - A 9 12 - - 10 E y E - - 12 - - 10 ANCHOR TYPE SP� �' INCHE UPTD 45 PSF TO 70 PS CONC. BLOCK WOOD CONC. BLACK WOOD 6 - 10 4 E y - - 8 - - 5 PANEL SPAN UPTO SEPARATION FROM GLASS 99-1/2' 2 -7 /r 96 -3/4 2 -3/4 50' Y -� — GLASS 3/4 MIN Ed MIN. SEPARATION - TYPICAL ALL INSTALLATIONS SEE TABLE BELOW • NALLIENETS 1/4" TYP MAX SPAN= 97 -1 /2 1 1/4 TYP � SECTION A -A 1/4 -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12 0.C. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 FOR GENERAL_ NOTE.`, AND EXTRUSION DETAILS SEE SHEET 1 OF 5. 2 x 2 x 1/5" ALUM. ANGLE 6063 -T5 TYPICAL ANCHORS ANCHOR ®- 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR ® - /14 S.M.S. W/ RAW. SCRU -LEAD INTO CONCRETE 1 -1/2 EMBEDMENT. ANCHOR ©- 114 S.M.S. INTO WOOD, 1 -1 /2' MIN. EMBEDMF NT (S.C.- 0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BFYt THE COVERING (STUCCO, TILES, ETC.) INSIDE MOUNTS .SECTION B -B MAX SPAN =99 -1 /2 1/4" -20 x 3/4 STUDS W/ WING NUT & WASHER • 12' 0.C. ANCHORS SAME AS HEADER Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 5. DIRECT MOUNTS MAX SPAN =96 -3/4' 1/4" TYP SECTION C -C 1/4' -20 x 3/4' STUDS W/ WING NUT & WASHER • 17' O.C. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT dY B RODUCT • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 .95 - ns1 5 . J 2 W000 HEADER REQUIRED MAX. SHUTTER HEIGHT — 8 FT. MAX. DESIGN LOAD •• 70 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4 -1 FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO EXISTING HEADER FASTENERS SEE SCHEDULES 2' X 4' CONT. w/ (3) 1/4' 0 X 5 LAG SCREWS 81 0 EACH 50 W/ 2 MIN PENETRATION INTO EXISTING STUD 2X 4X 1/g 2X5X /8 ALUM ANGLE CONT; EXISTING WOOD TRUSSES 0 24' 0.C. MIN. 2x4 MEMBER'S MIN. S.G. — 0.51 SPACING IN. ANCHOR CONC. BLQQK WQoa 8 (2) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION r MIN. 4 HEADER ONN CECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD a 70 PSF 1/4' PLYWOOD S DOSTING SOFFIT SPOT WELD 1' LONG • 12 0.C. STAGGERED 1/4 " -20 x 3/4 STUDS W/ WING NUT & WASHER 0 12" O.C. 3/4" 2 x 3 x 8" ALUM. ANGLE W/ 1/4 THRU BOLT W/ WASHER do NUT 0 6" 0.C. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT — 6 FT. MAX DESIGN LOAD = 60 PSF. ENANE1M HUMAYOUN FAROOQ PE # 16567 JUN 2 8 1995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 199 BY PRODUCT ' NTROL DIVISION BUILDING CODE COMPLIANCE ` OFFICE ACCEPTANCE NO 5- 6515. Z ■ 0 Tr 0 0) W N 0: W 0_ Z La La Z Q W Z I— W NI LO PO 0' 0) a 0_ o O N J Lc) tL 0 a c 0 N 0 'o 0 „ 1 5 n ' C ' ng n�). 95 -18 1111 ::ii.:(; TiurEi.ciii:...;::" ir.r.: 2_ I IR sl 1 11116111111111 111Ik WIN ■ MEI 111111111111111. 1 LONIE111 Isremosi. MINIS\ NI_ m,, 2 x 4 x 1/8 2 x 6 x 1/8" HORIZONTAL TUBE ALUMINUM (6063 -46) 1/4 -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12 0.C. SPOT WELD r LONG o 12" o.c. STAGGERED 111. 4.- SPOT WELD 1" LONG 0 12' O.C. STAGGERED 1 /4 -20 x 3/4" STUDS W/ WING NUT ex WASHER 0 12 O.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 -T5 FOR DIFFERENT CONDITIONS _SEE_DPICAL DETAILS AND SCHEDULES SHUTTER HEIGHT -t SHU1ItK WIDTH 11 2 X 2 X 1/4 ALUM ANGLE 6" LONG W/ 3/8" KWIK BOLT ANCHORS 3/8" DU THRUU BOLTS W/ WASHER & NUT 3/4 rYP } TYPICAL ELEVATION - 3 -3/4 MIN 0` w a O 4 0 J z H.p w O HORIZONTAL TUBE CONNECTION TO WALL SCALE : 1/4 -1" 60 70 80 90 SHUTTER SPAN - INCHES rj u. CL 0 m 4 0 J Z m 0 w. 0 m CO U) ALUM. TUBE 2 . 6 . l/r! MAXIMUM PANEL LOADS 'VS. SPANS 1,""�„' • EXTRUDED DEFLECTION RUDEDALUMINUM 6263 - 2 OR 2' 16 i 1 111i ■■■„"„111111111111 1 ■■■■■` IDIMI .111111111■■""",_ ■■■■■■■"�� ■■■■■■■,,`,"`_ 100 60 70 80 90 100 110 120 SHUTTER SPAN - INCHES ENGINEER, HUMAYOUN FAROOQ PE { 16357 JUN 2 8 1995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE c DA1, A 19q BY . PMB DUCT ONTROL DIVISION v BUILDING CODE COMPLIANCE OFFICE ACCEPIANCE NO`75'65)5. 1( 130 140 iY O t,.•,.t 4 (:t ') OD t!) 0) W In u_ C ) C r-. c • 0 c K b n , v, o " " • a 1 1 1 5 r-. fi 0) c 0 N , C T A 9 S Irnwin no 95 -18 .r 2' MIN SEPARATION REQD. FROM GLASS WATER PROOFING NOT BY 2 X 2 X 1/8" ALUM ANGLE 0 EACH END ANGLES FASTENED WITH # 10 X 1-1/4" S.M.S. 3/ BRACKET # 10 X 1-1/2' S.M.S. 4/ BRACKET SKYLIGHT COVER DETAIL DESIGN PRESSURE RATING = + 100 PSF — 100 PSF PANEL WOOD MEMBERS SKYUGHT CURB SHOWN FOR REFERENCE ONLY B-J I•� ROOF RAFTER 2 X 4 MIN. SOUTHERN YELLOW PINE OR EQUAL MAX SPAN ■50" SECTION A —A DOUBLE —PANE GLASS SKYLIGHT HORIZONTAL CROSS SECTION SHOWN FOR ILLUSTRATION PURPOSES ONLY DETAILS SHOWN ON THIS SHEET CAN ONLY BE USED FOR SKYLIGHTS BEARING DADE COUNTY APPROVAL. AND SHALL BE LIMITED BY THE CONFIGURATION, SIZES AND PRF -SSURE RATINGS OF THIS SHUTTER. � U � 1/4 " -20 x 3/4' STUDS W/ WING NUT & WASHER 0 12" 0.C. SECTION B —@ 2 X 2 X 1/8 ALUM ANGLE (CONT.) FOR END CAP 2 X 2 X 1/8" ALUM ANGLE 4" WIDE 0 20' 0.C. FASTENED TO CHANNEL W/ TWO 1/4 -20 X 3/4' STUDS W/ WING NUT 2 X 4 X 1/8" ALUM ANGLE 4" WIDE REQD. 0 20" O.C. 2 X 4 X 2 X 1/8' ALUM CHANNEL CONT. 10 X 1-1/4 S.M.S. 3/ BRACKET WATER PROOFING NOT BY F.S.E PLY BY OTHERS 20" 0.C. MAX A ENGWEETt HUMAYOUN FAR000 PE #` 16597 • • I JUR 2'81995 C L 1 r •t . t J TOP VIEW 1 1 1 4' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATES Li? BY PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 =1 '5 I .1 t h C en m U ct z N W N W` O_ O W w rl Z Q W Z 1— O ' cv Q I t\ U O J Q in O� c m v n 0 W In U - (1, Q Z O o � n ('tip „ti 0_ CO 0 a) N L_ ) drowmg no- 95 -18 ( I• ,t5ot S