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HomeMy WebLinkAbout7910 Aurora Ct. Room AdditionDates of Record Dates of Record Clerk's Office Use Clerk's Office Use Item No. Records Series Title From: To: Retention DD Box No. 1 8756 Banyan Way interior bearing wall - 2003 NONE 771 2 308 Beach Park Lane exterior sheathing & stucco 2002 NONE 771 3 806 Bayside Dr. Screen enclosure 2003 NONE 771 4 700 Bayside Dr. Swimming pool 2003 NONE 771 5 5807 N. Banana River Blvd Unit 1232 hurricane shutters 2003 NONE 771 6 6103 N. Atlantic Ave. Interior Build -out units A&B&J 2004 NONE 771 7 Beachside Townhomes 510&512 Adams Ave Construction plans 2004 NONE 771 8 7000 N. Atlantic Ave grease hood NONE 771 9 606 Shorewood Dr. hurricane shutters unit C307 2005 NONE 771 10 609 Shorewood Dr. hurricane shutters unit D505 2003 NONE 771 11 296 E. Central Blvd. shed 2005 NONE 771 12 166 Center St. electrical change -out 2004 NONE 771 13 8810 Astronaut Blvd. fire sprinklers, electrical & steel specs, A/C specs, walls specs, & remodel plans 2003, 1997, 1999, 2000, 2003 NONE 771 14 127 Madison Ave. Construction plans 2004 NONE 771 15 5805 N Banana River Blvd unit #1146 hurricane shutters 2003 NONE 771 16 5800 N. Banana Driver Blvd. unit #227 hurricane shutters, unit #235 hurricane shutters ---s_ 2003, 2003 NONE 771 17 _____--- 7910 Aurora Cf Room Addition _ .,_.�.— 2004 ____ NONE 771 18 Code Enforcement Board -Packets + back- up docs 4/03 10/04 "--- NONE 771"—" 19 P&Z Board packet & back-up docs. 10/3/2004, 12/8/2004, 4/13/2005, 7/27/2005, 11/8/2004, 2/9/2005, 8/10/2005, 9/22/2004, 7/25/2005, 8/24/2005 10/3/2004, 12/8/2004, 4/13/2005, 7/27/2005, 11/8/2004, 2/9/2005, 8/10/2005, 9/22/2004, 7/25/2005, 8/24/2005 NONE 771 Received Miami -Dade Product Control Approval (NOA 03-0630.03) MEETS FLORIDA BUILDING CODE REQUIREMENTS FOR: • Residential Buildings • Mean Roof Height of 35 ft. or I • Exposure "B" (more than 1500 ft. inland from the coast) • Wall Zone "4" or "5" (any location on a wall) FOR WINDOW SIZES UP TO 35 7/811 fi1` 7%8,'` RATED DP +50/-50 ' OR LESS C��r WIND ZONE: 140 MPH 4 DESIGN PRESSURE (DP): +36.8/-49.3 FOR WINDOW SIZES OVER 35 7/8" x 7/8" TO 52" x 61 7/8" ukkif ,ryOfca Rev Pp TI ne ikwE RATED DP +35/-35 Review o WIND ZONE: 120 MPH ORLESS "O°al, State 0 DESIGN PRESSURE (DP):+26.3/44 7Zt ort This product complies for 5truc:tural loads, water resistancop and— filtration as indicated on the attached AAMA Gold n Label. Must be installed per manufacturer's nd Florida Building Code.reatiir' " rbc o'c,r' PicIJ t4i.0 V- � 2- -7Q CO Pt urrora. Cou. 4 n of tatwtes Opy /7w 1 'CUT 3' x 6'-8" OPENING -IN EXIST, BLOCK WALL W/„ 4x6x3/S8L STL ANGLE W/ OVERLAP ABOVE DOOR. USE 1 /4"TAPCON, 3-1/2" L W/ 5/8” WASHER © 16" 0.C. SEE DETAIL A EXIST. WINDOW TO REMAIN (BELOW) t'4 W 35x29 AWING WINDOWS ABOV.c ©9'- 0 'FOR STRIPS & GYP B9, © BLOCK 41) WASHER DRYER o" '-4'-0"-� 19'-10" FLOOR PLAN SCALE: 1/4"=V-0" 4x6x3/8" x 52" L STL. ANGLE TAPCON © 16" 0.C. DETAIL A SCALE: N.T.S. 5'-10 0 EXIST. STRUCTURE ri#64X rif G✓r%/ G!/tt v/TR a.K neC.c e ,n . Jra ogija44 en 4,4t,r)t ?ca` �., Jou .A / U4ae- - b "r`v0 Barr NOTE: REROUTE EXIST. 4" VTR' TO MISS WINDOW ABOVE VENT TYP. 3'x3' AWNING WINDOW (+34.1 / -37.0) EXISTING BLOCK 7-- TIE BEAM /4 TON THRU WALL HEAT PUMP 7q�o 2 x 4 STUDS © 16" 0.C. W/R-13 INSUL. & 1/2" GYP WIND DESIGN CRITERIA: 1 1)-• Exposure category "C" — 130 mph_,_ 2) "low rise" building (partially enclosed) Max roof ht. _ +/- 12'-6" Mean roof ht. _' +/- 10'— 0" Roof slope = 4:12 , tl • 4' I . 3) Table 1606 Importance Factor = 1.0' 4) Wind Direction: S, E, and N 5) Height and Exposure adjustment coefficient : 1.21 DESIGN WIND PRESSURES: The following loads include applicable factors: A. Main wind force bads (table 1606.2A) Horizontal loads: EZ = 44A IZ = 29A Vertical loads: EZ _ 3c1.0 IZ = • 27.1 Overhang: EZ = • 54.4 424 B. B. Roof and wall component toads (table 1606.2B) 10sf 20 s Zone 1 23.3 / -37.0 2L3 / -36.0 Zone 2 23.3 / -78.1 21.3 /-71.0 Zone3 23.3/-78.1 21.3/-7L0 Zone 40.4/-43.9 38.6/-42.0 Zone 5 40.4/ -54.1 38.6 / -50.4 C. Roof overhang component loads (table 1606.2C) 10sf Zone 2 -75.4 Zone 3 -126.8 ._--- OWNER: ADDRESS t., PROJECT DATA 0,1 STEWART WELCH 7910 AURORA CT. CAPE CANAVERAL, FL. 32920 AERMI Cell),0/Ca PROJECT ADDRESS SAME pF, Pew PHONE: 693-0196 REVJFW, ( r WALTER C. BOWMAN Review 30 NORTH GROVE STREEtlY / or US rq MERRITT PHONE 321) ISLAND,452-8100 104 32950 state 0t f °eS aim., ZONING R3 Qvies' Ordip vi0lati ARCHITECT OF RECORD UR veral S AL 77 o11 SETBACK REQUIRED PROVIDED codes 0r stat, REQUIREMENTS FRONT 25' EXISTING Op, SIDES 8' OR 10% 10.5' & 14.0' /�� LOT 13, BLOCK 24, AVON—BY—THE—SEA, AS RECORDED IN PLAT BOOK 3, PAGE 7 IN AND FOR THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA. ONE ROOM FRAME ADDITION TO EXISTING RESIDENTIAL UNIT. THIS PROJECT CONFORMS TO THE FOLLOWING CODE: 2001 FLORIDA BUILDING CODE, PLUMBING CODE, FUEL GAS CODE, AND THE MECHANICAL CODE 2001 NFPA LIFE SAFETY CODE 1999 NATIONAL ELECTRIC CODE 2001 FLORIDA ACCESSIBILITY CODE LOCAL JURISDICTION IS BY CITY OF CAPE CANAVERAL NEW CONDITIONED SQUARE FOOTAGE = 218 J BRIEF LEGAL DISCRIPTION PROJECT DISCRIPT1ON CODE CONFORMANCE 3-15-04 1680044 MEET 1 , CF 3 sxms, SIMPSON LTS 12 © .EA. JAMB OF WDWS. & 32" O.C. ELSEWHERE FROM PLATES TO STUDS 3/4" CDX W/30# FELT& BARREL TILE DB 2x8 ©16" 0. C. W/ R-19 INSUL. 124 2x10 P.T. FASCIA W/ GALV. MTL DRIP EDGE VENTED SOFFIT DBL. 2x4 PLATE WINDOW OPENINGS 2x10 VENTED SOFFIT T-111 EXIST. 2x6 © 16" O.C. T-111' OVER BLDG. PAPER W/ R-11 INSUL. SEE DETAIL BELOW RIVER ROCK BED CONT. SUMP AROUND PERIMETER — 3 SIDES ,,.%�a /%,n, 54 ReA, r� u F.F. W k 2'-0" SECTION SCALE: 1 /4"=1'-0" 1/2" GYP BOARD 2— 2x4'S 2x4 P.T. 4" CONC. SLAB aid SCALE: NTS Itiafi fits • --12" SIMPSON MSTAM 24 W/5— 1 /4"x21 /4" TITENS & 9-10d's EA. WDW JAMB TO BLOCK BELOW & 32" O.C. ELSEWHERE EXIST. BLK. WALL 2 — 2x8 R.R. 2 — H2.5 © EA. DBL. RAFTER — BOTH ENDS DBL. TOP PLATE SIMPSON LTS 12 TWIST STRAP 3 PLACES DBL. PLATE 1 TYP 2x4 STUDS © 16" 0.C. SIMPSON TWIST STRAP 3 1/2" L x 1/4" TAPCON 2— #5 ©24" 0.C. FRAMING SECTION SCALE: 1 /2" = 1'-0" REINFORCING NOTES: 1. ALL REINFOCING SHALL CONFORM TO THE CODES OF THE STANDARD PRACTICE AND THOSE ADOPTED BY THE REINFORCING STEEL INSTITUTE, LATEST ADDITION. 2. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615 GRADE 60 (FY=60 KSI) THE BARS ARE TO BE FREE OF RUST, MILL SCAL, PAINT OR OTHER COATINGS THAT WILL REDUCE BONDING. CONCRETE NOTES: 1. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE CODES OF STANDARD PRACTICE AND THOSE APPLIED BY THE AMERICAN CONCRETE INSTITUTE, LATEST EDITION. 2. CONCRETE STRENGTH SHALL BE AT LEAST 3,000 P.S.I. IN COMPRESSION AT 28 DAYS FOR DOWN- POURS & TIE BEAM. WOOD FRAMING NOTES: 1. ALL CONNECTORS & THEIR FASTENERS SHALL BE GALVANIZED. 2. STRUCTURAL WOOD SHALL BE STRESS GRADED #2 SOUTHERN PINE, Fb=1,400 psi, E=1,600,000 psi, MAX. M.C.=19% 3. NOT USED. 4. ALL WALLS SHALL BE 2x4 CONSTRUCTION SET AT 16" 0.C. UNLESS OTHERWISE NOTED. 5. ALL PLYWOOD ROOF SHEATHING SHALL BE FASTENED W/ 8d COMMONS AT4" 0.C. ALL EDGES & 6" O.C. ALL INTERMEDIATES. 6. ALL PLYWOOD WALL SHEATHING SHALL BE FASTENED W/ 8d COMMONS AT 4" O.C. ALL & 4" O.C. TOP AND BOTTOM & 8" O.C. A INTERMEDIATES. 7. ADEQUATE BRACING DURING CONSTRUCTION SHA L BE PROVIDED TO RESIST WIND AND4 CONSTRUCTION LOADS. Aft e aioDk ce, P Cir PARMJ� �°f Cafe Cary T a venal41/1;:! Ep �5���r� potate Pl. �Oes ti i r`• L�i�4 t�era� coder ord. Ivo". i s °r�lna cesi%non ° f C�CO °r Star,,._ A� 3-15-04 .1011 IltL 161%904 SHEET 2 *.a 3 !HMV 12 0 EXISTING STRUCTURE ELECTRICAL NOTES: SOUTH ELEVATI'ON SCALE: 1 /4"=1'-0" ELECTRICAL CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT AND MAT'L. REVD. TO INSTALL A COMPLETE WORKING SYSTEM. 1. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE IN—FORCE ELECTRICAL CODE, NATIONAL ELECTRIC CODE AND ALL APPLICABLE CODES FOR RESIDENTIAL CONSTRUCTION (FEDERAL STATE & LOCAL) 2. SWITHES ARE NEMA GENERAL DUTY, UL LISTED NEMA 3R FOR ALL LOCATIONS. 3. QUPLEX RECEPTACLES SHALL BE 20 AMP RATED. 4. GFI & WP RECPTS. SHALL BE INSTALLED WHERE SHOWN AND/OR REQUIRED. 5. LIGHT FIXTURES SHALL BE AS SELECTED BY OWNERS. 6. DISCONNECTS & SERVICE RECEPTACLES SHALL BE PROVIDED AT ALL EQUIPMENT LOCATIONS. 7. ELECTRICAL CONTRACTOR TO PROVIDE A COMPLETE & ACCURATE PANEL SCHEDULE AT COMPLETION OF JOB. PLUMBING NOTES: T-111 PLUMBING CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT AND MAT'L. REVD. TO INSTALL A COMPLETE WORKING SYSTEM. 1. ALL PLUMBING WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE STANDARD PLUMBING CODE AND LOCAL STATE AND COUNTY HEALTH REGULATIONS. 2. TEST ALL SYSTEMS IN ACCORDANCE WITH STANDARD BUILDING CODE. 3. ALL FIXTURES SHALL HAVE SHUT—OFF VALVES AT OR NEAR FIXTURE IN SUCH A MANNER AS TO CONVIENTLY SHUT OFF WATER AT SERVICE ENTRY. 4. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS WHOSE WORK TOUCHES OR IS AFFECTED BY HIS WORK. 5. ALL WASTE PIPING SHALL BE P.V.C. OF TYPE & SIZE REVD. EAST ELEVATION SCALE: 1 /4"=1'-0" HVAC NOTES: '0es era/ Cjes auth� rtlxv sta °rdin olapon °f /1 t Utes Co MECHANICAL CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT AND MAT'L. REVD. TO INSTALL A COMPLETE WORKING SYSTEM. A/C UNIT TO BE A 3/4 TON HEAT PUMP WALL UNIT. 1. MECHANICAL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES FOR RESIDENTIAL CONSTRUCTION. (FEDERAL, STATE & LOCAL) 2. NEW HVAC UNIT SHALL BE A HEAT PUMP WITH AN ALLOWABLE SEER. tfr =Am GP. oAi�[ 3-15.04 16 04 aesr 3 `a 3 • l'4' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION :FORM 600C-01 Residential Limited Applications Prescriptive Method C CENTRAL 4 ' 6 Small Additions, Renovations &Building Systems Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may bedemonstrated by the use olFarm6000-01 Ior additions of 600 square feet a less, site- installed components of manufactured lames, and renovations to single and "multifamii residences. Alternative methods are provided for 'additions by use of Form 6008-01 a 600A-01. PROJECT NAME: WE -Lc. -1,f, t-Tto k ..) --A-BUILDER: A--1 I r-ca�iirx.). AND ADDRESS:PERMITTING c-.� c CLIMATE j �t t o u p 2A c T• OFFICE: Cs iL.esua-t2A L ZONE: 4 CA C,beuq L) 5C6g OWNER: •.77-rwj,s12--j- (>� Lc -'- PERMIT NO. JURISDICTION NO.: 5 { o' SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less Of conditioned area). Prescriptive regUireitlents in Tables 6C-1, 6C-2 and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, coding, and water heating equipment efficiency levels must be met only when equilxrnent is Walled specifically b serve the addition or is being installed In conjunction with the adr3tion construction. Camponents separating uraondttiened spaces from conditioned spaces must meet the prescnbed MINITIrn insdatien levels. RENOVATIONS (Residential buildings undergoing renovalans costing mote than 30%ofthe assetsed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only lq the components and equipment being renovated a replaced. MANUFACTURED HOMES AND BUILDINGS. Only site -Installed components and features are covered by this fam. BUILDING SYSTEMS Comply when complete new system is iirstaled. Please Print CK 1. Renovation, Addition, New System 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 a eve'overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint; film or solar screen 7. Percentage of glass to floor area: 8. 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) 9. 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 Walisof Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic, (Insulation R -value) b. Single assembly (Insulation R -value) 11. Cooling system* (Typk central, room unit, package terminal A.Cf., gas, existing, none) 12. Heating system*: (Types: heat pump, elec. strip, nature) gas, LP. gas, gas h.p., room or PTAC, existing, none).. 13. Air Distlibution'System*: - a. Backflow damper or. single package system * (Yes/No) b. Ducts on marriage walls adequately sealed (Yes/No) 14. Hot wat=r syatem: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with Site installed component. 1. ,,t)tTiar6 2. c.;1I\ e -,L Fel=l 3. 4. ,•l 5. .. (-Cou Single Pane ' Double Pane 6a. 2.7 sq. ft. sq. ft. dib. sq. ft: -- sq. ft. 7. I2 -.,'f % 8a. R= /J/.83 lin. ft. 8b. R= - sq. ft. 8c. R= - sq. ft. ' 8d. II= - sq. ft. 8e. fa= - . sq: ft.. 9a-1 R= sq.` ft: 9a-2 R=_- sq, ft.:. 9b=1 9b-2 9c 10a. 10b. 11. 12. 13a. 13b. R= sq. ft. R=�-- sq. ft. 0/A, kV4 R= sq. ft. 21.2 sq. ft. Type: '�'-I Tit.) Conti, VvL;rr' SEER/EER: - 5 Type: %JAL, UNt1' H$PF/COP/AFUE: 2.1 Meti+ • 14. Ttkpe: I hereby certify that the • : , d sp- ificationa covered by the alculatio are in compliance wit n the • Io PREPARED BY: 'e41,.....7: rgy u /�✓ ����- DAT: 3 _�/C_ I hereby certi hat th' • bb .. : a ,� _•. . nce with the Florida Energy Code.2 omen AGENT: `// -i1t` - - - - . DATE l ZZ' Revigw of plans and specific with the Florida,Energy C inspected for compl an a BUILDING OFFI • IAL: DATE: FLORIDA BUILDING CODE - BUILDING ns covered by th; afore constru rdance • tIon indicates co ce pleted, this buil . will be 53.908, F,S. 13.203 nnunuuuuunupunuununuuwuuuuuw Climate Zones 4 5 6 TABLE 6C•1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDmONS (600 Sq. FL and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE -INSTALLED COMPONENTS OF MANUFACTURED HOMES. COMPONENT MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT MINIMUM EFFICIENCY INSTALLED WALLS Concrete Block Frame, 2" x 4" R-5 R-11 Double IHOT I SPACE HEATING I COOLING WATER Central NC - Split SEER = 10.0 SEER = l i = Frame, 2' x 6" R-19 -Single Pkg. SEER = 9.7 SEER 1;-.87 0"-.78 Common, Frame R-11 3'- .87 2'-.75 1' - .57 0'-.39 Room unit or PTAC EER = 8.5* EER = B. 5 Nr TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS Common, Masonry R-3 CHECK Exterior Joints & Cracks 606.1 To be caulked, Basketed, weather-stripped or otherwise sealed. ` ANY Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. V Sole & Top Plates 606.1 Under Attic R-30 Recessed Lighting Electric Resistance Type IC rated with no penetrations (two alternatives allowed). Multi -story Houses 606.1 rn Single Assembly; Enclosed Exhaust Fans - - 606.1 Heat pump - Split HSPF = 6.8 HSPF = = z Frame R-19 (e - Single Pkg. HSPF = . 6.6 HSPF Hot Water Pipes = 2.1 NI 74 . Metal Pans R-13 Room unit or PTHP COP = 2.7* HSPF/ U Single Assembly; Open Common, Frame R-10 R-11 HVAC Controls --� Separate readily accessible manual or automatic thermostat for each system. V COP FLOORS Gas, natural or propane AFUE = .78 AFUE = Slab -on -grade No Minimum Raised Wood R-11 Fuel Oil AFUE = .78 AFUE = Raised Concrete R-5 Common, Frame R-11 Electric Resi�nc'e ` EF = .88 EF = Gas; Natural or L.P. EF = 54 EF = h- In unconditioned space R 6 Cr, In conditioned space No minimum Fuel Oil EF = .54 EF = See Table 6-3, 6-7 -2•PRESCRIPTIVE REQUIREMENT-. OR GLASS AREAS Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum% = 9-0 Installed % = 12-.4 GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED - UP TO 20% UP TO 30% UP TO 40% UP TO 50%: Single Double Single Double Single Double Single Double OH - SH(;C OH - SI -(;C OH - SHC-:G OH - SHGC OH - SH(;f: OH - SHC,C OH - SH(;C OH - SHC-1C 1;-.87 0"-.78 2'-.87 1"-.75 0'- .57 1"-.78 0'-.61 3'- .87 2'-.75 1' - .57 0'-.39 2"-.78 V-.61 0"- .44 4'-.87 3' .75 2' - .57 1'.-.39 0'--:10 3"-.78 2"-.61 1"- .44 0"-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, Basketed, weather-stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. V Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. '., Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. ►u%A Exhaust Fans - - 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. 1..r/A 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 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap reauired for vertical pipe risers. ,�• / ' 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%. /Os Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). WA Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. N0.. HVAC Duct i Construction, Insulation &I 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 minimurn of R-6. ✓ / HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. V GENERAL DIRECTIONS: 1. On Table 6C-1 irdidate the R -valued the insulation Being added to each component and the efficiency levels of the equipment being installed. Alt R -values and efficiencies installed must meet or exceed the minimum values listed. Components and eduiprnent neither being added nor renovated may be left black • 2. ADDITIONS ONLY.I Determine the percentage of new glass tb cor>rrtiorhed 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 t to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the tdaf area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by th6 conditioned floor area of the addition. Multpyby100to get the percent Find the largest glass percentage under Mich your calculated percentage falls on Table6C-2. Presaiptivesare given bythe type ofglass (Single or Double pane) and the overhang (OH) paired with a solar hear gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previousyintheexteriorwallsofthehouseandbeingreinstatedintheadditiondonothavetoconplywiththeoverhangandsolarheatgaincoefficientreguirementsonTable6C-2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you tndhcated. The overhang (OH) 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 tomeet the following requirements. My glass type and solar heat gain coefficient may be used for glass areas which are under atleast atwo foot overhang and whose lowest edge does not extend further than 8 feet frau 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. BUILDING SYSTEMS. Campy when new system is instated for system installed. 5. Complete the infomiaton requested on the top hat of page I. 6. Read "Minimum Requirements for Small Additions and Renovations", Table 6C-3, and check at applicable kens. 7. Read, sign and date the'Owner/Agent certification statement on page 1. 13.204 FLORIDA BUILDING .CODE - BUILDING N. :FORM 600C-01 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Limited Applications Prescriptive Method C CENTRAL 4 Small Additions, Renovations & Building Systems Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may beeemonstrated by the use of Form 6000-01 for addtans of 600 square feet or less, site- installed components of manufactured hones, and renovations to single and rnultifami residences. Alternative methods are provided for additions by use of Form 6008101 or 600A•01. PROJECT NAME: WE -Lc -t4 ,eit>pt-C(c'Iti) BUILDER:" A--/%Q-/Le946f 1, AND ADDRESS: -r, to Q u pry 2A c -C, PERMITTING c-ispe CLIMATE ri I Iig OFFICE: �++uQua(--- ZONE: 4 5 6 C4Pa_ C suh u c Liii OWNER: • SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet a less of condticeed area). Presaipfive requireMenrs in Tables 6C-1, 602 and 6C-3 apply only to the components of the addition, not to the existing building. Spam Treating, cooling, and water heating equipment'effidency levels must be met only when equipment is installed spedficaly to serve the dation or is being installed in conjunction with the addition construction. Components separating unconditioned spans from conditioned spaces must meet the prescribed minimum insulittionlevels. RENOVATIONS (Residential buildings undergoing renovations casting unions than 30%ofthe assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C•2 appy only to the components and equipment being renovated a replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-lnsfatted compoi ants and features CK PERMIT NO. JURISDICTION NO.: 6 are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Please Print 1. Renovation, Addition, New System 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. Glass area andtype: a. Clear glass b: Tint, film or solar screen 7. Percentage of glass to floor area 8. 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 (14 -value) 9. 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) 10. Ceiling 'type and insulation: a. Unci r attic (Insulation. R -value) b. Sirle assembly (Insulation R -value) 11. Cooling system* (Typis: central, room Unit, package'terminal A.C, gas, existing, none) 12. Heating system*: (Types: heat pump, elec. strip, naturel gas, L.P. gas, gas h.p., room or PTAC, existing, none). 13. Air Disthibution'System*: a. Backflow damper orr single package system * (Yes/No) b. Ducts on marriage walls adequately sealed (Yes/No) 14. Hot wa er system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with Site installed component • 1. „Z p * Ti o a'v 2. ff,t(\sL-,Lt FAi`-(, 3. N/a • 4. 2t 6a. 6b. 7. u Single Pane Double Pane 2.7 sq. ft. sq. ft. sq. ft. . sq. ft. % 8a. R= '-1/.83 lin. ft.. 8b. R= - sq. ft. 8c. R= - sq. ft. 8d. A= - _ sq. ft. 8e; ': R= - sq. ft. 9a-1 R.. - sq. ft... 9a-2 R= . It 39 `i: sq. ft. 9b-1 9b-2 9c R= sq. ft. R= - sq. ft. sq. ft. 10b. R= I 61 2.L2 sq. ft. 11. Type: 3/1 f l6,,) CA4 ' V N i -r SEER/EER: - 12. Type: (....)Aft o ru r r HSPF/COP/AFUE: 2. 1' i.-tvw • 13a. nu/� 13b. 14. Tope: EF: I hereby certify that the •1 , d spec 'cations covered by the alculation are in compliance wits the F.... • Co% PREPARED BY: /`_ ""�"� DATE• I'Jiy I hereby certify at t • is •"'his ' •coryij�a ince with the Florida Energy Cod OLYCIGR AGENT: j �z�Y�•`� DATE: 37.Y2-'7"( Review of plans anc .specifications covered by this with the Flonda,Ene'gy Co • = Before const • inspected for comp) a• • rdance • BUILDING OFFICIAL: ,DATE: FLORIDA BUILDING CODE - BUILDING culation indicate completed; thi 553.908, mpliance ding will be 13.203 uuuuuuuuuunIwnuuuuuuuuuuuunuu Climate Zones 4 5 6 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE -INSTALLED COMPONENTS OF MANUFACTURED HOMES. I COMPONENT MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY WALLS Concrete Block Frame, 2" x 4" Frame, 2' x 6' -�'' Common, Frame Common, Masonry R-5 R-11 `LR -19-- '' R-11 R-3 Double HOT I SPACE HEATING I COOLING WATER Central NC - Split Single Pkg. Room unit or PTAC SEER = 10.0 SEER = 9.7 EER = 8.5* SEER = , l l SEER = ‘''' EER = 6', 5 PO OH - SH(( OH - SH(;C OH - SHPC OH - SHrC ` Electric Resistance Heat pump - Split • Single Pkg. Room unit or PTHP ----- ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE = .78 AFUE = .78 HSPF = FLOORS CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R-30 R-19 R-13 R-10 R-11. 3' .87 2'-.75 1'- .57 0' - .39 (I HSPF = 3' .78 2'-.61 1"-.44 0'- .35 HSPF/ = 27 P(r COP AFUE = COMPONENTS Gas, natural or propane Fuel Oil REQUIREMENTS Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R-11 R-5 R-1 1 6 p AFUE _ `/ Exterior Windows & Doors Electric Resis`) ncce Natural or L.P. Fuel Oil EF = .88 EF = .54 EF = .54 EF = Sole & Top Plates 606.1 EF = I o In unconditioned space In conditioned space R-6 No minimum (-0Gas; EF = Multi-story Houses See Table 6-3, 6-7 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum% _ 9 Installed % = (2• if GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double CIH - SHGO OH - SHGC OH - SH(( OH - SH(;C OH - SHPC OH - SHrC OH - SH( OH - SH(;C 47 Cr- .78 2'- .87 1'-.75 0"-.57 1"- .78 0' .61 3' .87 2'-.75 1'- .57 0' - .39 2" .78 1" .61 0'- .44 4' - .87 3'-.75 2'-.57 1' - .39 3' .78 2'-.61 1"-.44 0'- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES - COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, Basketed, weather-stripped or otherwise sealed. `/ Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. I/' Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. ✓ Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). r'/a- Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. 1u%A, Exhaust Fans - - 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. N/jctz 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 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (aas) must be provided. Extemal or built-in heat trap required for vertical pipe risers. NA 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%. N/A Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). WA Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. u/.4. HVAC Duct 'i Construction, Insulation &Ilnstallation 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. / HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. (/ GENERAL DIRECTIONS: 1. On Table 6C-1 indicrate the R -valued the insulation being added to each component and the efficiency levels of the equipment being installed. All R•vahnes 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.I Determine the percentage of new glass to conditioned floor area in the addition as lota's. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area d al non -vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass maybe subtracted from the total glass area Divide the adjusted glass area total by thtp 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. Preseriptivesare given bythe type ofglass (Single or Double pane) and the overhang (OH) paired with a solar hear gain coefficient (SHGC). Fora given glass type and overhang, the minimum solar heat gain 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 Itie overhang andsolar heat gain coefficient regdrements onTable 6C-2. All newglass in the addition must meet the requirement for one of the optioi in the glass percentage category you indicated. The overhang (OH) r6stance is measured perpendicularly from the face of the glass to a point directly under the outemhost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be tsed for glass areas which are under at leastahvo 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. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the infomsation requested on the top half of page 1. 6. Read °Minimum Requirements for Small Additions and Renovations", Table 6C-3, and dheck al applicable items. 7. Read, sign and data the *Owner/Agent" certification statement an page 1. 13.204 • FLORIDA BUILDING CODE - BUILDING is a,. Apr 06 04 01:25p VMH,Inc. tfirid,7 A i4c7 a t. .� 17322914382 p.l f/ f?. 4-u,0o-2 4 3)-1p)-0 /m '777,) 111461. X2,1 �� ,T LL`" „47.44,1.. r / ' I�i.e. <r» 714-4 o , '1. / f.7 PY 94717�; (A,s -tzA . ,tom W-r,te n AA,v d e , Al,?,)/LCX-11U-4e.. 7,-c-cwo From: CRUM Resources 727-796-5263 To: CITY OF CAPE CANAVERAL FACSIMILE COVER PAGE Date: 3;23/22004 Time: 4:32:36 PM Page 1 of 2 To : CITY OF CAPE CANAVERAL Sent : 3/2312004 at 4:25:06 PM Subject : TRISTAFF From : Pages : Crum Services 2 (including Cover) -< Z • tis .aa 3to al IT' rri M 22 O -" < C0 < " r- iZ m ZC MADISON AVE. • AS,/ Are Awn Awf rte ; A;,4,rl.K.Lr A(661S.0= wh". • SURVEYOR'S NOTES I. THIS SITE LIES 1VRMN E,.R.M. ZONE 8 CCr.7,lLR lTY PANEL N0. 123094 0001 D GATED SEPT. 16, P982 2. ALDR 8NE RIPIGS SHOWN HOINE ARE MED NAVE MED BEARING OF N 88' 5308" E OVR COASTAL CONSTRUCTION CONTROL UNE LOCATION BASED ON EIREVARD CouNTV c.c.C.1 . SURVEY MAP PREPARED BY THE STATE I CF FLOfD1A, DEP .RENT OF NATURAL RESOURCES RECORDED N SURVEY BOOK 2A PAGES 29 tHRflOUGH 42 4. 11-1E ELEVATIONS 1Ir0INN ARE BASED ON SAN SEWER AIH RIM AT NTERSECTKNI OF 12 ALLEY AND MCNR0E NE. ELEV. ■ 9.44 NGV DATUM OF en 441 r /halo' -,7' ,ae4s !ce.w/ lead mai f� .ti .. •i-.•!w.V.•"�:��. ,5.�.�• .. syr->>..:.�,; .-....�•:„...-:- .r.,.,. I HEREBY CERTIFY that the plat shown hereon is a true and correct. representation of a survey made under my direction, and Is ac curate to the best of my knowledge and belief, that there are no en- 1 croechments except as shown, and that this survey meets the minimum technical standards set forth in Section 472.027 Florida; '4- ew ry xat;c<: t►w.7muo1..a=a-..,: _ -•-f.;•-....,,•:.• .y.-..,,.-.4,,.AP247. -.sd. ..... MONROE AVE.. BOUNDARY SURVEY State Statutes and by the Florida State Sudety ofprofessionals CERT I F I ED TO: STUART VBLCH, CARTARET SAV 11ifGS BANK F. A. AND VIZCAYA T I TLB [ Lard Surveyors. DESCRIPTION: r Lot 13, Block 24, AVON -BY -TEM -SBA, according to the plat thereof on file in the office of the Clerk of the Circuit Court, -as recorded in Plat Book 3, at Page 7, in and for the Public Records of Brevard County, Florida. • Together with that portion oi•the vacated right-o%way -of Ocean Ave, recorded in Deed Book 345, Page 510, lying Easterly and adjacent to the platted East line of said Loth 13, Block 24. --- , F.A. LEE, INC. PROFESSIONAL LAND SURVEYOR ! PLANNER P.0, 9®157461 LAKE VIORnf, R: 83188 710.51 E88W40 • UAL wii : g -/g._09 /reZ.0 ArPOOVID M: MAW* LI 10010 DAAeT t1YM�e* 89098 r1, , P119 A M 1 DALE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Poma Corporation 9040 Belvedere Road West Palm Beach ,FL 33411 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LIC,SNSING SECTION. (305) 375.2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL. DIVISION Your application for Notice of Acceptance (NOA) of (305) 375 2902 FAX (305) 372-6339 Aluminum Bahama Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance -by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant forquality control testing If this product. or material fails to perform iu the approved manner,-BCCO mayrevoke, mo defy, or suspend the use: of such product: or material immediately° BCCO reserves the right to revoke this approval. elf it is • determined,by BCCO that this product :or Material failsto meet the requirements of,the South 'Florida Building Code. . The expense of such testing will be incurred by the manufacturer: ACCEPTANCE NO.: 00-0822.09 =TIRES: 12/14/2003 Rau] Rodriguez Chief Product Control Division TRIS IS TBE COVERSREET, SEE ADDITIONAL PAGES FOR SPECIFICAND GENERAL ' CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for. Product Approval ,has been reviewed by the BCCO and approved by the. Building Code and Product Review Conunittee to be used in Miami -Dade County, Florida under the conditions set forth above. ,S 71-1/4d- W<le ti 72 drt Cr - APPROVED : 12/14/2000 11304500011pc200011templazeslnodce acceptance cove- pago.da Internet mail address: postmaster@buildingeodeonline.corn Francisco J. Quintana, R.A. Director Miami; -Dade County Building Code Compliance Office Homepage: http://www.buildingcodeoniine.com Poeta Corporation ACCEPTANCE No.: 004822.09 APPROVED 1.2114/2000 EXPIRES 12/14/2003 NOTICE O jACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an extruded aluniinum bahama type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami_ Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This extruded aluminum bahama type shutter and its components shall be .constructed in strict compliance with the following documents: Drawing No 99 -262, -titled Babania Shutter", prepared b Knezevich & Associates, Y Ino. `dated" -July 24, 2000, last revision #1 dated November 6, 2000; sheets 1: through 3 of 3, . bearing the Miami -Dade County Product Control Approval stamp with:the Notice, of Acceptance number and approval date by the Muni -Dade County Product Control 6bivrsron. ".These documents shall,hereinafterbe referred to as the approved drawings.' 3. LIMJTATIONS ,All permanent set, components, included -but not luted to embedded anchor bolts,- thhreaded con.as,, metal sfnelds, headers and sills, nit*, be -protected against -conic§ion, contaminationand damage at all times: 4. INSTALLATION This; extruded aluminum bahama type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the fallowing statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 14 11 //(..- Helmy A. Dakar, P E._ Pr:rivet-Control Examiner Product Control Division 2 Ponui Corporation ACCEPTANCE No. : APPROVED FIRES 00-0822.09 12/14/2000 x2/14/2003 NOTICE OF ACCEPTANCE: ST ARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal, application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considergd 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 coiupliance with the code changes. The product is no longer the sane product (identical) -as the one originally approved. ,, .If the Acceptance holder baa not complied with all the requirements of this a cceptance, ir�ciudmg"the correct installation of the product• The engineer, who originally..„ -prepared, signed and sealed the required dociurieaitatroi;initially submitted; is no longer practicing the engineering profession. Any, revision or change in the materials, use;" and/or manufacture of thepioduct or process -shat automat,cally' be' cause :for•terixtuzation of this Acceptance, unless . noir written` approval ;has' been re nested tl>rou the filing of a revision application with appropriate fee) and granted by this office:: , �: t -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 ash anendorsement of anyy'product,`for '"sales, advertising or any `other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in. advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies.' 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of, pages 1, 2 and this last page 3. ENti OF THIS ACCEPTANCE 1-i 4. Helmy A. rVlakar, PX.- ProdUct-Control Examiner Product Control Division EOE DIST 3• MIN EXCLUDING STUCCO _.11/2' MAX Goon®, 3/t6-0 STAINLESS STEEL POP RIVET PASSING THROUGH THE ENO OF EACH MULLION ON EACH SIDE IFRONT 8. BACK, TOP 1. BOTTOM/ /) LOUVER TO JAMB DETAIL v SCALE. HALF SCALE TWD t/L"2 POWERS -CALK -IN WITH 7/8" MIN. EMBEDMENT IN BLOCK OR CONCRETE OR Two I/4-0 x Y' LAG SCREWS WITH I-1/4` MINIMUM THREAOCO PENETRATION IN WOOD FRAMING 21/2" 2-1/2- OSIDEJAMB °l' BAR DETAIL SCALES HALF SCALE TWO 1110 x 1-I/4" INTO SCREW BOSSES [[dd ALL CORNERS OF THE BAHAMA SHUTTER 7" DOUBLE JAMB TO 'H' TUBE QDETAIL (CLOSED PosmoN) „ SCALE. HALF SCALE JAMB TO "Ii" TUBE KBOTTOM DETAIL(CLOSED PDBmolq SCALE- HALF SCALE 2-1/2" • .-4-1/7" EXISTING CONCRETE,. HOLLOW BLOCK OR . W000 FRAMING EXIS TING STUCCO , -.FINISH 3/4'• DOUBLE JAMB TO 9t" TUBE OBOTTOM DETAIL%CLOSED Pomo L SCALE:HALF SCALE a.,-' MAX DESILOAD FOR DEfALLj P.B.F.S 62 .6.P. FOR LOADS ABOVE 62 P.B.F. UP TO 67 P 6F, BEE DETAIL® + E3N R 0 00 APPROVED AS CWIPLY1110 WITH THE 8011TH FL• ND OWE 'La co PROCUCT NRICLOM9@I BURDIN° CODE 00WmJNcE office ACCEPDVICENO00—O8ZZ•o /4' MAX. GAP TWO OR THREE I/4"0 POWERS CALK -IN ISEE APPROPRIATE DETAIL[ WI 7/8" MIN. EMBEDMENT IN BLOCKS OR CONCRETE_ TWO -1/4-6 x 2" LAG SCREWS W1 1-1/4" MIN. PEIITR. W WOOD FRAMING, FOR ALL WIND LOADS. INSTAL A6OVE FASTENERS AT EACMQ) "Z- B AR_ PLACE "Z'• BARS TYPICAL T BAR AT EVERY JAMB [INTERIOR OR SIM WALL MOUNT DETAIL (CLOSED POSITION) SCALE: HALF SCALE • 3 HINGES NOT SHOWN FOR CLARITY Olt TYP. IT YF. 70P 111 Ci w O _----LOFT / a ouTIU - - f . _ C lf! _ 4 i .) f 7 4. �l ! I N= —LOA N r— EK- `">, "-I.; ,_I f [ 1 r. II - II -1/0" MAX -..f15 -1/B" HAXvT 15-1/B' MAX`1" Y5-1/6" HAK -F i x W10TH - UNLIMI TEO 4 A00 DOUBLE JAMB AND PIPE SUPPORTS AS REQUIRED 70 ACCOMMODATE UNLIMITED WIDTHS: OTYPICAL ELEVA710N (CLOSED PGS1DIQ SEALE,3/6"=1'-0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING �)TYP. r 1 7WO 1/4"0. ELL° TAPCON OR OR POWERS ZAMAC NAIL -IN W/ 1-1/4' EMBED. IN HOLLOW BLOCK OR CONCRETE, OR TWO 1/4`6 5TAINLE55 STEEL LAG SCREW W/ 1-3/4- THFIRADEO PENETRATION IN WOOD FRAMING 20' THREE 1/4"01ELCO TAPCDN OR POWERS 2AMAC HAIL -INS W / I -1/t,- EMBEDMENT IN BLOCKS OR CONCRETE. THREE 1/4"P x 7' SS LAG SCREWS W/ 1-7/4- FCHETRATION BY W000 WANG. PLACE ABOVE FASTENERS AT EACH VERTICAL JAMB [INTERIOR AND 510CI AND ADO ONE FASTENER MIDWAY -lN BETWEEN JAMBS. MAX. OAT EACH SIDE 0 AT. NB 5 ERIO 9o- ITYP_ AT BOTH SIDES) EMBED. 6063-T6 ALLOY T' D.O. ALUM. PIPE x 0.055" WALL THICKNESS LOCKING PIN ' 1.6 • XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING OTYPICAL SIDE VIEW (Opal POsmoN) SCALE: 3/6" - 1' - 0" ONE 1/4` THRU BOLT W/ WINGNUT EXISTING STUCCO FINISH SUPPORT PIPE AT 0 CAMEL BACK HINGE TO WALL SCALE: HALF SCALE 1/4-20 MACHINE BOLT W/ POP JACK NUT ANO NYLON WASHER 6003-T6 ALLOY 7/B" 0.0. ALUM. PIPE 6063-T6 ALLOY x 0.055- WALL THICKNESS 1" 0.0_ ALUM. PIPE x 0.055- WALL THICKNESS ENO I ING LUPI LHC 1 t. HOLLOW BLOCK OR WOOD FRAMING EXISTING STUCCO FINISH Tk03/16" POP RIVETS AT EACH VERTICAL JAMB ANO ONE eh 7" 0_C. BETWEEN JAMBS . 1/0"6 POP RIVET. ONE ON EACH END DF BLADE TWO i110 1-1/4" 5.1.5. TOP. a BOTTOM R IHINGE CDNNEC11ON AND OC LOUVER TO TOP RAIL DETAIL SCALE: HALF S[ALE SUPPORT PIPE OVER LAP E SCALE_ HALF SCALE TWO 1/4-6 THRU BOLTS p90 1/4-20 STAINLESS STEEL THRU BOLT AND NUT 6063-T6 ALLOY 7/B" O.O. ALUM. PIPE x 0.055" WALL TI/ICKNESS SUPPORT PIPE AT OJAMB SCALE. HALF SCALE 6063-T6 ALLOY 7/B- 0.0. ALUM. PIPE x 0.055' WALL THICKNESS SUPPORT PIPE AT ODOUBLE JAMB SCALE: HALF SCALE APPROVEOASCOM Ftellig Valium BOVTHF �: it • BUI ,dap PROMO' .1 • OL 01175I0N BURGIH3 000E COMPLIANCEOFA:E PrxsTrANDENa00-082:, al .-_ 2tl 1-g —o Off O. IOle Na CU .4 13. a UP- N Ole z= ]Cu CC 3 2 m .";aivr000.v v MDJAi PHH zuoulacci 0 F i GENERALE -NOTES: .- 1. THIS BAHAMA SHUTTER IS DESIGNED II,' ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1996 EDITION FOR MIAMI-DADE COUNTY AS A LARGE MJS5lLE IMPACT RESISTANT HURRICANE SHUTTER. 2. POSFTIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS FOR BUILDINGS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7-88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES-. DESIGN PRESSURE OF PROTECTED OPENING SHALL BE LESS THAN OR EQUAL TO THE RATED DESIGN PRESSURES. 3_ THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI-DADE COUNTY PROTOCOLS PA20I, 202. AND 203 WITH DESIGN LIMOS AS FOLLOWS: OPEN POSITION INSTALLATIONS BASIC WIND VELOCITY a 75 M.P.H. - NON -HURRICANE- SHADE CO/COITION - POSITIVE DESIGN LOAD: 45.1 P.S.F. - NEGATIVE DESIGN LOAD: 45.1 P.S.F. CLUSE0 POSITION INSTALLATIONS BASIC WIND VELOCITY =. 110 M.P.H. - HURRICANE SHUTTER CONDITION - POSITIVE DESIGN LOAD, 97.0 P.S.F. - NEGATIVE DESIGN LOAD: 97.0 P.S_F_ - MIN_ SEPARATION FROM GLASS: 3-5/15- 4_ .OE SIGN OF SHUTTER IS BASED ON C.T.C. TEST REPORT No. 00-026 5. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS- POMA CORPORATION WEST PALM BEACH. FLORIDA MIAMI -DAM COUNTY PRODUCT CONTROL APPROVED i. EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY. U.O.N. '. ALL SCREWS. BOLTS AND WASHERS TO BE 2024-14 ALUMINUM ALLOY OR 300 SERIES STAINLE55 STEEL WITH A 60 K.SI_ MINIMDM TENSILE STRENGTH. ALL POP RIVETS SHALL BE 3106" DIAMETER 5052 ALUMINUM ALLOY. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE To SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE .1013 SITE BEFORE COMMENCING WITH THE WORK. • THIS SHUTTER SHALL BE PROVIDED WITH A PERMANENT LABEL INSTRUCTING THE OWNER OR TENANT TO CLOSE AND FASTEN THE SHUTTER TO THE WALL DURING PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT_ EVEN 1/4- x 7/8- ELONGATED IRTIONS FORA 7ER OFLOUVER BLADE (D TIONALI — 000" 2 0,0` 062Soo- 062" FT YP.1 .062" 7.550" 11 STAI4DAR0 3 LOUVER BLADE SCALE: HALF SCALE _619- .062 - IT VP_ LIP THICKNESS, g ITYP. WALL THICKNESS] 'V' TUBE SCALE, HALF SCALE nD .2 57- .156= Ma of 1.125" l O MALE HINGE SCALE. HALF SCALE (TYP.1 0 JAMB SCALE: HALF SCALE ITYP. WALL THICKNESS] 30 DOUBLE JAMB W/ INSEFITO 0 FEMALE HINGE SCALE: HALF SCALE SCALE. HALF SCALE MOOD- .KEYHOLE 1.160" .276 r ++ TYP TYP. 16 0.26- 1/4"16 6063-76 ALUM. LOCKING PIN .500" I CAMEL BACK HINGE SCALE: HALF SCALE 2.000- •• .129" 50" _ ITYP TYP_, 'T BAR (4-1/2" LONG) "Z" BAR (7" LON I3) SCALE_ HALF SCALE SEVEN 1.14" x 7/8 - ELONGATED PERFORATIONS QI 1-3/5" O.C. AT (ENTER OF LOUVER BLADE (OPTIONAL] 0 CLOSURE STRIP SCALE: HALF SCALE © STARTER BLADE SCALE- HALF SCALE .B/ 1 c 188" ,Op ' 108, w•kv .12 INSERT SCALE, HALF SCALE O9 STANDARD 2 LOUVER BLADE SCALE, HALF SCALE APPROVED AS DONFLYI4G MIR THE EOLITH FLOR i, g G OODE DATE IL 1 Vyao BY lireffS?Jrit Iwo= "' •DLWVISIOH BLINOIUG 090E COMPLIANCE OFFICE AcomoicENO.Op_D z. 011 corrlilakre Iege KNe1avICN 4 IATOI, INC D 2 z m ■