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479 Merry Brook Cir 17-420 (screen insert)CITY OF SANFORD FEB 1.3 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a Documented Construction Value: $ 776.00 Job Address: 479 Merry Brook Circle Historic District: Yes No Parcel ID: 28-19-30-526-0000-1710 Residential © Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: _SCREEN INSERT AT REAR LANAI ON EXISTING SLAB Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 X3 Fax: 407-985-2815 Email: emily.silvertrend@gmail.com Property Owner Information Name Taylor Morrison of FL Inc Phone: 407-629-0077 Street: 151 Southall Ln, Ste 200 il _fResident of property? City, State Zip: Maitland, FL 32751 no Contractor Information E ........:-... -____ ., ....... Name Silver Trend, Inc_ / Jose Julio Da Silva Phone: 407-363-9800 X 1 1 Premoer :• 407-985-2815 City, State Zip: Orlando, FL 32809 State License No.: SCC131149963 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 0 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code O / Revised: June 30, 2015 Permit Application \ NOTICE: In addition to the requirements of this permit; there may be additional restrictions applicable to this property that may be ' found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the, permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. gn f ctor/Agent Date jse SU1; Print Contractor/Agent's Name Owner/Agent is Personally Known Produced ID Type of ID Underwriters on rac or/Agent is_je<Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING. UTILITIES: ENGINEERING: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF 2 - 2 3 . r7 COMMENTS: OV- +D 2' ( Y`PP.) 'owv +. o A c VI Q l CO n ` Revised: June 30, 2015 Permit Application Property Record Card Pllml i Parcel: 27-19-30-5TU-0000-1370 Owner: TAYLOR MORRISON OF FL INC sew+a cY.Fl.oanw Property Address: 479 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information — — — Value Summary Parcel 27-19-30-5TU-0000-1370 Owner TAYLOR MORRISON OF FL INC Property Address 479 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHHALL LANE STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 2 Tax District S1-SANFORD DOR Use Code 0005 -PUD UNDER DEVELOPMENT Exemptions Land Value (Market) Legal Description LOT 137 THORNBROOKE PHASE 2 PB 7g PGS 43 TO 45 Taxes Tax Amount without SOH: $801.82 2016 Tax Bill Amount $801.82 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 — Depreciated Bldg Value s-_—_ $ 0 Depreciated EXFT Value 40,000 0 Land Value (Market) 40,000 40,000 _ Land Value Ag 40.000 City Sanford Just/MarketValue" 40,000 40,000 Portability Adj Save Our Homes Adj 0 0 _ Amendment 1 Adj 0 0 P&G Adj 0 _ 0 Assessed Value 40,000 40,000 Tax Amount without SOH: $801.82 2016 Tax Bill Amount $801.82 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds 40.000 s-_—_ $ 0 40,000 County General Fund '- -----____ r.__ 40,000 0 40,000 Schools 40,000 0 40.000 City Sanford 40,000 0 40.000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $40,000.00 40,000 Building Information i - ---- — _ Permits Permit # Description — Agency— _ Amount — CO Date Permit Date y -- ------- p l z 0m O rm 00 0mm Z ym> v;u O*y z "=a cn D Dcn;u om m0 REVIEWED FOR CODE COMPLIAN m r m D I O z E PLANS EXAMINER V N DATE N W N SANFORD BUILDING DIVISIO V A PERMIT ISSUED SHALL BE CONSTRUED TO E E A ICENSE TO PROCEED WITH THE WORK AND NC T A AUTHORITY TO VIOLATE, CANCEL, ALTER OR . ET SIDE ANY OF THE PROVISIONS OF THE TECHN CAL DES, NOR SHALL ISSUANCE OF A PERMIT PR VEN THE BUILDING OFFICIAL FROM THEREAFTEEQUIRINGtACORRECTIONOFERRORSINNS, CONSTRUCTION OR VIOLATIONS OF THIS C E rn z 0 m RECORD COPY 8'-4" Q D, SANFORD D 0 RT0 o 1 7 4 2-O a D D : 1x2 V N O N W N 2x4 UPRIGHT V 0 O N W N 2x4 UPRIGHT o DOOR TBD w x 1x2 SANFORD D 0 RT0 o 1 7 4 2-O a D D : I DESCRIPTION AS FURNISHED: Lots 132, 133, 134, 135, 136, 137 and 138, THORNBROOKE PHASE 2, as recorded in Plot Book 79, Pages 43 through 45 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / 41zT CERTIFIED TO: LIVING Taylor Morrison of Florida, SOFT. Inc. 458 TRACT E ENTRY OPEN SPACE) . SO.FT. W 93 SOFT. BREEZEWAY= N/A O PLOT PLAN ONLY* 400 SOFT. NOT A SURVEY) 9 a h PROPOSED INFORMATION SHOWN 6 m BASED ON SUPPLIED PLAN o LANAI 00 AND/OR INSTRUCTIONS PER SQ.FT SDD CLIENT NOT FIELD VERInED SO FT SQ.FT. LOT 132 OR 138 SOD = 16 L.v1 - 41zT SU.F I. LIVING 770 SOFT. GARAGE 458 SOFT. ENTRY 9 SO.FT. LANAI 93 SOFT. BREEZEWAY= N/A SQ.FT DRIVEWAY 400 SOFT. A/C PAD 9 SOFT. WALKWAY 6 SQ.FT. IMPERVIOUS= 82.3 o LANAI LANAI o 1,745 SQ.FT SDD 37R SO FT ON_ UNE ON- LINE N_ UNE TRACT E TRACT E / jp OPENSPACE) (OPEN SPACE) PROPOSED =nNSHED SPOT GRADE ELEVATIONS S 00°08'28" E _____PERDRAINAGEPLANS 22.33' .221. 01.0-l' 22.00' - - -22.00' - -. 22.00' DO' 22.33' 10.00' LOT 138 AC 10.00' LOT 137 AC 10.00' LOT 136 AC LOT 135 10.00' AC LOT 134 10.0+..' 00' LOT 133 SIDEWALK AC7.2' LOT 132 10.00' 20.0' 36 SOFT. APRON =51 16.8' 54, 5.' 16.8' 22 00 168 00 22. 0 15.5' 7.2K 5 C C. ' 22SIDEWALK - 112 LANAI SQ.FT. o LANAI LANAI o LANAI oLANAI FL 32807 o SQ.FT. i 5 Ni SOD = 16 Q.FT. SQ.FT- 16.8' 34 C6 3' 16.8 16.8 SO -FT. SO.Fr. a a o IMPERVIOUS - 74.8 x DRIVEWAY 451 SQ.FT. SIDEWALK = 1 18 soD = 9 SOFT9 S11 - SQ.FT. N SOD = 527 MERRY BROOK CIRCLE (40 R W TRACT A GRU,S 'N111'Y'R-,SCOTT 7.2' INC. - 1",4jVD S'URVEYORS" LEGEND Pm;_ . PONT TPI LD6 TYP. TYPICAL CLSLµKE DING SETBACK LINE DELTA NDS - P .PUT - PJLt . PONT OF REVERSE CLRVATURE CLSG • OWN LINK FENCE CIL 7.2 4 F FIELD .. Pl= PONT OF CWPOIDO) ORVATLw VOFC. VOW FENCE - UT1L UTILITY THE FLORIDA DDM OF PROFESSIONAL. LAND SURVEYORS IN CWPTER SJ -17 OF THE FLORIDA AMMISTMW CODE I IJL •IRON RIID NR. RADIAL PL PCINT OF OJRVATME ABL& ICHCHKAFif DEARING n 2.0' ENTRY PnA POINT ff BEGINNING PAC P.T. • PEDMT OF TANGENCY DETCAWTIDI NLD K44L N,DISK I TM SURVEY WAS PREPARED FRONT TME PIFORIA ON FURN611ED TO AE SURVEYOR. THERE MAY BE OTNEIT RLSIRL-noNS SET I.R. . 1,2' IR. •/BLD PEG . RECOVERED POINT Cr COMMENCEMENT 1596 pJtJl . PERRVANT RaFCPL'lICE NXR*ICNT DmR • RADIUSARC FICIN CSNT. co Pl SMEN -HAYEASf]QIT OR EASELIIITS THAT AFFEW ABS PROPERTY. 4. NO NOEAGROIAO f4PR0VEAiO/T5 fEAVE BED1 lDGL7m lRAE55 07N£RMiSE S1OPM. ENTRY 2.0' PROPOSED L tV PROPOSED SIRMY IS PREPARED FOR THE SOLE BENEFIT OF TRIOS[ CERTIFIED TO AND SHOULD NOT BE3. TRSRELIED ' PROPOSED PROPOSED PROPOSED PROPOSED AW 12117C DOW F PROPOSED . 2 0' ATTACHED LU SQ.FT. ATTACHED W ATTACHED LU ATTACHED W ATTACHED W ATTACHED W ATTACHED 2 0' RESIDENCE RESIDENCE DRIVEWAY - 261 RESIDENCE" RESIDENCE RESIDENCE RESIDENCE RESIDENCE SQ.Fr. n o n- x 1,548 SQ.FT. b SO.Fr F.F.Ea25.70' h h F.F.E.=25.70 , FF.E-25.70 h h Ff E=25.70' , FFE.m25.70 h F.F.Ee25.70 h F.FEQ25.70 O, M Or Ol O, OI m Ol 07 Ci O, O, WILLOW -L co 2 REDWOOD -L Z 00 REDWOOD-! Z DO BIRCH -A -R REDWOOD- CO REDWOOD -R WJLLOW- z z 2 I n ENTRY ENTRY ENTRY ENTRY ENTRY 10 5.7' 5.7' 6.2' b 5.7' 3. T 0 3. T o o 0 i 12.2' i o i 3.7' ri 3.7 o o .4 0 0 o a o 9, a 0 34J' v 9' 72.7 V 9' 10.0' It: a 9' 2 7' .* 9' 22.7' 16' 16' WALK WALK WALK DRNE WALK WALK DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE 25.00' 00' 2 5.00' 25.0)' 25.0 25.00' 25.00' j 10' UTI . ESMT. ti ry0. 1 ryk. R/W - 179 SOFT Y-" - -0 PC) UNE 176 SQ.FT 30 SOFT. 136 OR 137 SIDEWALK 110 SQ.FT. TRACT E ON LOT AREACALCULATIONS: 36 SOFT. APRON =51 SQ.FT - SQ.FT. 22.33 2.266 SOFT. 22 00 22 00 22. 0 22.00 5 C C. ' 22SIDEWALK - 112 SQ.Fr, SQ.FT. UNE LANAI = 102 SQ.FT. FL 32807 407)-277-3232 BREEZEWAY= N/A SQ.FT. 00 22.33 SOD = 16 Q.FT. SQ.FT- SQ.FT. ORDER Na A/C PAD = 9 CURBAREAAREA = 2.300 SO -FT. SO.Fr. IMPERVIOUS - 74.8 x DRIVEWAY 451 SQ.FT. SIDEWALK = 1 18 soD = 9 SOFT9 S11 - SQ.FT. N SOD = 527 MERRY BROOK CIRCLE (40 R W TRACT A GRU,S 'N111'Y'R-,SCOTT A,S',SOC, INC. - 1",4jVD S'URVEYORS" LEGEND Pm;_ . PONT TPI LD6 TYP. TYPICAL CLSLµKE DING SETBACK LINE DELTA NDS - P .PUT - PJLt . PONT OF REVERSE CLRVATURE CLSG • OWN LINK FENCE CIL CjOU BLARING I. THE UNDERSM.NED DOES HEREBY CERTIFY THAT THIS SURVEY MEYlS THE U WARM TECEN N STMXARDS SET FORTN BY F FIELD .. Pl= PONT OF CWPOIDO) ORVATLw VOFC. VOW FENCE - UT1L UTILITY THE FLORIDA DDM OF PROFESSIONAL. LAND SURVEYORS IN CWPTER SJ -17 OF THE FLORIDA AMMISTMW CODE I IJL •IRON RIID NR. RADIAL PL PCINT OF OJRVATME ABL& ICHCHKAFif DEARING 2 UNLESS E>V1305Sm R4Rf SURVEYOR'S SFX, R95 SURVEY 15 NOT VALID AND IS PRF.SD77m FOR PFnRW710NIL PURAOSES ONLY. CJS- CONCRETE MONUMENT PnA POINT ff BEGINNING PAC P.T. • PEDMT OF TANGENCY DETCAWTIDI NLD K44L N,DISK I TM SURVEY WAS PREPARED FRONT TME PIFORIA ON FURN611ED TO AE SURVEYOR. THERE MAY BE OTNEIT RLSIRL-noNS SET I.R. . 1,2' IR. •/BLD PEG . RECOVERED POINT Cr COMMENCEMENT 1596 pJtJl . PERRVANT RaFCPL'lICE NXR*ICNT DmR • RADIUSARC FICIN CSNT. co Pl SMEN -HAYEASf]QIT OR EASELIIITS THAT AFFEW ABS PROPERTY. 4. NO NOEAGROIAO f4PR0VEAiO/T5 fEAVE BED1 lDGL7m lRAE55 07N£RMiSE S1OPM. CALL . CALOXATED. FF. . FDdSI£D FLOW ELEVATION L tV CENTERLINEVITHMPOINT NORTH SIRMY IS PREPARED FOR THE SOLE BENEFIT OF TRIOS[ CERTIFIED TO AND SHOULD NOT BE3. TRSRELIED ' LiRifflED BY: REIJED UPON BY ANY OTHER ENTITY. THOS BUILDLNC/PROPERIY DOES NOT LIE WrININ _& OPIENSIONS SHOWN FOR THE LOGAON OF ENPROVOIDVTS HEREON SHOULD 007 BE USED T0. RECONSTRUCT =MAW LINES. 7. EIEW ION ARE SHO ASSUMED DATUM ANDA 7Nf LINE SHOWN AS ATU1 BEiNR92 UNLESSTHEESTASL&IED 100 YEAR FLOOD PLANE AS PER 'FW4' Z EIEINTTONS, E 84SED. ARE iED ON AND ON MODEM VOWN A SkSE OF 18?9. WCESS oTF1ERW15£ NOTED. T04 X. GRUSENNEYER,'Art_.N__V R R.LS ! 4807 ZONE X AW 12117C DOW F 9. CERTOX:47E of AUOIOW7AWN No. IS96. ON LOT AREA LOT 133. 134. Y-" - -0 PC) UNE 176 SQ.FT 30 SOFT. 136 OR 137 SIDEWALK 110 SQ.FT. TRACT E ON LOT AREACALCULATIONS: 36 SOFT. OPEN SPACE) LOT - 2,090 SQ.FT. AREA 2.266 SOFT. LIVING - 894 SQ.FT. 297 SQ.FT. GARAGE - 249 SOFT. ON SOD ENTRY - 36 SQ.FT. UNE LANAI = 102 SQ.FT. FL 32807 407)-277-3232 BREEZEWAY= N/A SQ.FT. DRAWN BY: DRIVEWAY - 225 SQ.FT. ORDER Na A/C PAD = 9 SOFT. 21 WALKWAY = 48- SO.Fr. IMPERVIOUS - 74.8 x 1.563 SQ.FT. N SOD = 527 SOFT. OFF LOTv) O APRON - 306 SQ.FT. to b SIDEWALK = 110 SQ.FT. 0m SOD = 36 SO.FT. co AREA - 2.266 SQ.FT. 3 DRIVE1WAY- - 255 SQ.FT. SIDEWALK - 158 SQ.FT. SOD 3 SOFT. LOT .135. ON LOT AREA U T • LOT ' - 2.090 SO -FT. ON LINE LIVING s. 824 SQ.FT. GARAGE = 259 SQ.FT. ENTRY = 68 SOFT. LANAI = 102,. SQ.FT. BREEZEWAY = N/A SOXT DRIVEWAY - 261 SQ.FT. A/C PAD = 9 SQ.FT. WALKWAY - 25 SQ.Fr. IMPERVKIUS= 74.1 x 1,548 SQ.FT. SOD = 542 SO.Fr 900'OFY LOT AREA U Y-" - -0 PC) R/W APRON 176 SQ.FT 30 SOFT. SIDEWALK 110 SQ.FT. SOD 36 SOFT. AREA 2.266 SOFT. DRIVEWAY 297 SQ.FT. SIDEWALK 135 SOFT. SOD 578 SQ.FT. 5400 E. COLONIAL DR. ORLANDO, FL 32807 407)-277-3232 FAX (407)-658-1436 SGNF i-- I' - 20' DRAWN BY: DATE - _ ORDER Na PLOT PLAN 06-23-18 21 REVISED PLOT PLAN (ADDED SO. FT.. CALCS) 08-09-16 REVISED PLOT PLAN (DRIVES) 08-10-16 AAF GUIDE TO ALUMINUM/ CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 479 Merry Brooke Sandford, FI.32771 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 9 / 9 / 2017 Nominal Wind Speed mph Overall Dimensions: Length: 19'-8" ( ft) Width (ft) Structure is attaching to: conc block Height @ Attachment: 8'_2,. ( ft) Attaching to: Concrete Lumber Other Overall Height 8'-4.. (ft) Walls SuaAortin4 Guard Rail A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span Select Walls Not Sumortin4 Roof or Guard Rail A) Select Girt : (Table 302_page ) Load Width: 7-O Span 5'-4., Select 2x3 B) Select Column: (Table 302—page ) Load Width: 7'-0„ Span 8'_2.. Select 2x4 Exposure: B C D 0 O L` N 1t Ce a OU O Chapter 3 - Screened Walls & Balconies- Exposure B Allowable Spans for Posts in Screen Wags NDt Supporting Roofs; AND, Table 302c AQowabk Spans for ti is in Screen Wals Abt Supporting Rarbng/Gbards (For Girts Supporting Railing/Guards use Table 301) RESIDEMIAL OR COMMERCIAL] For Wind Zone 130 mph Exposure Category BForScreenMesh: 18/14 Windload Desion Pressure: 12.1 Alloy: 6005T5 6061T6 Post S ci toad Width Extrusion/Section 4'-0" r 4'-6" 5'-0" 1 5'-6" 1 6'-0" 6'-6" 7-0' 7'-6" 1 8'-0" 2X2X.046" hollow 6'-11"(1) 6'-8"(1) 6'-6"(1) 6'-3"(1) 5'-11"(1) 5'-8"(1) 5'-5-(1) 5'-3"(1) 5'-1"(1)' 3X2X.050 Hollow • T-6"(1) T-0"(1) 6'-8"(1) 6'-4"(1) 6'-1"(1) 5'-9"(1) 5'-6'(1) T-0"(1) 2X2X.046" Self -Mating Snap 7'-711(1) 7'-3"(1) T-0"(1) 6-10"(1) 6-7"(1). 6'-5"(1) 6'-3"(1) 6-0"(1) 5'-9"(1) 2X3X.050" hollow 9'-6"(i) 9'-2"(1) 8'-10"(1) 8'-6"(1) 8'-1"(1) T-10"(1) 7'-6"(1) 7-3"(1) T-0"(1). 2X3X.046" Self -Mating Snap 10'-4"(1) 9'-11"(1) 9'-7"(1) 9'-4'(1) 9'-1"(1) 8'-10"(1) 8'-7"(1) 8'-3"(1) 8'-0"(1) 2X4X.050" hollow 12' 1"(1) 11'-5"(1) 10-10-(1) 10'-4"(1) 1 9'-10"(1) 9'-6"(1) 9'-2"(1) 8'-10"(1) 8'-7"(1) 2X4X.050" Self -Mating Snap 13'-1"(1) 12'-7"(1) 12'-1"(1) 11'-7"(1) 11' 1''(i) 10'-7"(1) 10'-3"(1) 9'-11"(1) 9'-7"(1) 2X4 Self -Mating Beam 101-11''(1) 10'-4"(1) 9'-10"(1) 9'-4"(1) 8' 11"(1) 8'-7''(1) 8'-4"(1) 8'-0"(1) T-9"(1) 2X5 Self -Mating Beam 13,710''(1) 13'-1"(1) 12'-5"(1) li'-10"(1) 11'-4"(1) 10-1,0"{1) 10',6"(1) 30'-1"(1) 9'-10"(1) 2X6 Self -Mating Beam 15' 6"(1) 14'-7"(1) 13'-10"(1) 13' 3"(1) 12'-8"(1) 11'-2'(2) 10'-9'(2) 11'-4"(2) 10-11''(2) 2X7 Self -Mating Beam 17'-7"(1) 16'-7"(1) 15'-8"(1) 14'-11"(1)14'-4"(2) 13'-2''(2) 13'-9"(2) 13'-3'(2) 12'-10"(2) 12'-5''(2) 2X8 Self -Mating Beam Th. .,,hon, ss,.. ,. a___._ 28%3 2T-2'(2) 26'-3"(2) 1 25'-5"(2) 24'-8"(2) 23'-10"(2) 20'-4"(2) YL auvvviu„y ,a,,,ny. rur wauswim ralling the default is load condition 2 Allowable Spans for Posts in Screen Wags Not Supporting Roofs; AND, Table 302d ABowabfe Spans for (arts m Screen Wags Abt Supporting RalAVIGlnards (For Girts Supporting Railing/Guards use Table 301) RESIDENTIAL OR COMMERCIAL] For Wind Zone 140 mph Exposure Category B For Screen Mesh: 18/14 Windload Desi n Pressure: 14:3 Alloy: 6005T5 6061T6 Posts cin Load Width Extrusion/Section 4'-0” 4'-6" 5'-0" 5'-6" 1 6'-0" 6'-6" 1 T-0" 7'-6" 8' 0" 2X2X.046" Hollow 6'-7"(1) 6'-4"(1) 6-1"(1) 5'-9"(1) T-6"(1) 5'-4'(1) 5'-1"(1) 4'-11"(1) 3X2X.050 Hollow * 6'-10"(1) 6'-6"(1) 6'-2"(1) T-10"(1) 5'-7"(i) 5'-5"(1) 5'-2"(1) T-0"(1) 2X2X.046" Self -Mating Snap_ 7'-2'(1) 6'-ll"(1) 6'-8''(1) 6'-5"(1) 6'-2'(1) 5'-11'(1) 5-9"(1) 5'-6"(1) 5'-4"(1) 2X3X.050" Hollow 11"(1) 8'-7''(1) 8'-2"(1) T-9"(1) T-5'(1) T-2''(1) 6'-=11"(1) 6'-8"(1) 6'-5"(1) 2X3X.046" Self -Mating Snap 9'-9"(1) 9'-5''(1) 9'-1"(1) 8'-10'(1) 8'-6'(1) 8'-2"(1) T-10"(1) T-7"(1) T-4'(1) 2X4X,05(Y' Hollow H', -V(1) 10'-6"(1) 91-11"(1) 9'-6"(1) 9'-1"(1) 8'-B"(1) 8"S"(1) 8'-1"(1) 2X4X-050" Self -Mating Snap 12'-5"(1) 11'-9"(1) 11'-1"(i) 10'-7"(1) 10'-2"(1) 9 9"(1) 9' S"(1) 9'-1"(1) 8'-10.(2) 2X4 Self -Mating Beam 10'-1"(1) 9'-6"(1) 9'-0"(1) 8'-7'(i) 8'-3"(1) T-11"(1) T-7"(1) T-4'(1) 7'-2'(1) 2X5 Self -Mating Beam 12'-9"(1) 11'-11"(1) 11' S"{1) 10'-10"(1) 10'-5''(1) 9'-11"(1) 9'-T'(1) 9'-3'(1) 2X6 Self -Mating Beam 14'-3"(1) 13'-5"(1) 12'-9"(1) 12'-2'(1) 11'-8"(1) 11'-2'(2) 10'-9'(2) 10' 5"(2) 2X7 Self -Mating Beam 16'-1"(1) 15'-2"(1) 14'-5"(2) 13'-9"(2) 13'-2''(2) 12'-8"(2) 12'-2"(2) 11'-9'(2) 2X8 Self -Mating Beam 26'-8"(2) 25'-8"(2) 24'-9"(2) 23'-9"(2) 22'-9"(2) 21'-10"(2) 21' 1"(2) 20'-4"(2) rur waos Wlin raoing tne_aetault is load condition.2 Page 3B - 11 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 OCOPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR.IN PART WITHOUT THE WRITTEN PERMISSION `OF THE ALUMINUM ASSOCIATION OF FLORIDA va rn Lo w y SIZE VARIES T C6 C8 POST SPACING G) 3 3 REFER TO TABLE"304,, STRUCTU REHOSTSTRUCTURE 3 i% to roZ / , C wGi w /; j O ',, / W g' n Z ,E- F- = a n (D try <Oi/ O (D rD Q Z CL O . d Z w CL Fo CL co C) r J i // f / j;UN TION /FOUNDATION r//z/////,/ //// cn C3 C7 C3 3 3 3 NO O m s SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) N O e 1" X 2"VERTICAL @ POST/COLUMN PERIMETER (TYPICAL) 1" X 2" 0&PERIMETER -o SELECT PER TABLE .304 8Y WIND ZONE C4 C5 CHAIR RAIL (GIRT) 3 3 DESIGNED USING TABLE 301 — OR 304 BY WIND ZONE KICKPLATE RAIL (GIRT) DESIGNED USING TABLE 301 OR 3D4 BY WIND ZONErf r 1 • yr ' J y ..yy- f7 ! r i . / / / , •J / •/ •/ •/ / : ! r r i i' J / i / J i / -/ < / > / J / / / it i s / J J r •J / / J J / J J / / / r /- i r / / ! / / / i y s/r • /i i. /// / - , •, rJiJ fi//r/ /J J,/ /i /,/' //J/!i///// ///'/./' J /iJ J OPTIONAL KICKPLATE /HEIGHT VARIES,//. OPTIONAL KIC HEIGHT VARIES,' / / < : , J LAw J Zw Uu Lnw Q 2" MIN Chapter 3 - Screened Walls & Balconies NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2 V." LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION I" EM BEDM ENT TYPICAL) SPACING 24"O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER HOST STRUCTURE ELEMENTS 1"X2" OB @ PERIMETER FASTEN PER NOTE #I FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) ADDITIONAL GIRTS SHALL BE ADDED TO UNTAIN A MAXIMUM VERTICAL SPACING IR HORIZONTALS OF 96" POSTS SIZES PER TABLE 302 BY WIND ZONE JCKPLATE RAIL (GIRT) - SELECT IY WIND ZONE FROM TABLE 302 POSTS SIZES PER TABLE 302 BY WIND ZONE KICKPLATE RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 302 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (302) 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS 1" EMBEDMENT @ 24" O.C. TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 0 0 0 Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN SIZE COLUMN PER TABLE 302 2"X2"X1/8" ANGLE EACH SIDE 3/8" DIA CONCRETE ANCHOR W/2" EMBEDMENT (MIN.) (TYPICAL) SCREEN (OR KICKPLATE) 2 EACH # 14 SMS EACH SIDE (1" O.C. MIN.) NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION 2) CONNECTION C1 APPLIES TO SCREEN WALLS ONLY SEE C2 FOR WHEN SUPPORTING GUARDRAIL 2X4 COLUMN SHOWN,(MINIMUM SIZE COLUMN FOR LOAD CONDTTION #2) PER TABLE 302 FASTEN POST TO CONCRETE WITH 2" X 2" X 1/8" THICK ANGLE BY 2" ,LONG W/ 2 EACH # 12 SMS a INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" c EMBEDMENT (MIN.)(TYPICAL EACH SIDE OF POST) wCu O o o N SCREEN FASTEN SOLE TO POST USING 2 EACH #10 SMS FROM SOLE INTO INTERNAL SCREW SPLINES OF j POST (OR, FROM POST INTO SOLE PLATE); OR, WITH 1" X 1" X 1/16" ANGLE 2" LONG AND 2 EACH #8 SMS INTO EACH MEMBER 2" MINIMUM COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 C2 13. LOAD CONDITION #2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies in 1 X 2 08 @ PERIMETER 1REFER TO NOTE #1 - THI' i iI II i 1 X i" X 1/16" ANGLES 2' Jib X 1/2" LONG S.M.S. ICAL EACH SIDE, TOP LEG PICKETS MAY BE I" SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, 4'4" _SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) NOSE STRUCTURE CLEMENT$ j— r NOTE #1: USE 1/4.0 X 3" LONG LAGS INTO WOOD HOST AND'/.'0'X 21/." LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN` 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS i I X 2 OB @ PERIMETER ii EFER TO NOTE #1 - TH 10 S.M.S. FROM II FACE OF I X'2 OB If SCREW SPLINES OF 1" EMBEDMENT MII Xr REFER TO NOTE r—# 1 - THIS SHEE B PICKETS MAY BE 1" SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, 1/4' SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) i i 1" X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH # 10 S.M;S. I" EMBEDMENT H05T•StRUC7URULEWNT,S NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY, CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS 1X2 TO 1X2 CONNECTIONS C3 PICKET FASTENING: #10 SMS BY 1" EMBEDMENT 3 INTO PICKET SCREW SLOT(S), 2 EACH END FOR I" PICKET, 1 EACH END FOR V4" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 rya 0 LL 0 3 0w 0O aw m 0 zz 0 0 N ii Chapter 3 - Screened Walls & Balconies 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 1" X 1/16" ANGLES 2" LONG WITH 2- 98 X 112" LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) SELF -MATING HORIZONTAL (GIRT) TYPICALLY HOLLOW SECTION W/O GUARDRAIL) PICKETS MAY BE 1" SQUARE ISN#,5) AT 4-7/8" (Max) O.C. OR, iii" SQUARE (ISN#.13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) II 1 CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB 0 PERIMETER FASTEN PER NOTE $I I 4 - # 10 S.M.S. FROM INSIDE FACE OF I X 2 OB INTO SCREW SPLINES OF GIRT (1" EMBEDMENT MINIMUM) SELF -MATING HORIZONTAL (GIRT) TYPICALLY .HOLLOW` SECTION W/O GUARDRAIL) NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. PICKETS MAY BE I- SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, V,' SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR I" PICKET, 1 EACH END FOR V,- PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies HOLLOW UPRIGHT o I" X 1" X 1/8" ANGLES 2- LONG WITH 1' X 2-1/4" X 1/8" I 410 X 1%2"LONG S.M.& AT EACH LEG RECEMNG CHANNEL 'L TYPICAL EACH sIDE; TOP & BOTTOM) p z GIRT OR CHAIR RAIL JQ WSH o PICKETS MAY BE I' SQUARE (ISN# 5) 11 11 O I I AT 4-7/8" (Max)'O.C.'OR, 4" SQU' An I (ISN# 13) AT 45/8" (MAX) O.C: (SEE I I FASTENING NOTE BELOW) I I Wd 4-718" O.C. Z, NOTE. IN SCREEN WALLS CONNECTION W/ EXPOSED FASTENERS WITHObi,dL! RRAIDLS,'PICKETS 3NOT°PRESENT.. ALL OTHER w ATTRIBUTE -S OF' DETAILS APPLY. F O 4 -:# 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW SELF MATING POST 3 . GIRT(1-1/2* EMBEDMENT MINIMUM) : 0 - GIRTGIRT OR CHAIR RAIL O l AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 K.. . a... ,,._ w ....__, . _ _ _ __ ._._ _-------------- - auj 11 Luo I I I I PICKETS MAY BE 1' SQUARE (ISN# 5) I I I AT 4-7/8" (Max) O.C. OR, i/." SQUARE I IISN# 13) AT'4 S/8" (MAX) O.C. (SEE I I O Z IFASTENINGNOTEBELOW) I o 0 CONNECTION W/ CONCEALED FASTENERS 17. PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS C5 0 L 3 a PICKET FASTENING: # 10 SMS BY V EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR T'." PICKET. l AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 K.. . a... ,,._ w ....__, . _ _ _ __ ._._ _-------------- - Chapter 3 - Screened Walls & Balconies a z 1- X 1-X 1/16" ANGLES 2- LONG WITH f 248 X 1/2- LONG S:M.S. AT EACH LEG a TYPICAL EACH SIDE, TOP & BOTTOM) uj REFER TO NOTE #1 - THIS SHEET NOTE #1:,USE 3/8" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 21/." LONG ;CONCRETE 1 X 2 OB @ PERIMETER SCREWS INTO CONCRETE.OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" Of EACH, PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS LREFERFE TO NOTE ill -THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (I" EMBEDMENT MINIMUM.) REFER TO NOTE #I -THIS SHEET 1 X 2 OB @ PERIMETER PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Page 3 - 9. 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 2' X 2' X 1/8" ANGLE EACH SIDE W/ 2'EACH #14 S.M.S. SELECT COLUMN AND POST END FASTENING CONDITION PER TABLE 302 BY WIND ZONE ZIA o LL LL0 z0 u NOTE # 1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO g WOOD HOST AND 3/B" 0 X 21/4" LONG CONCRETE z SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION F 1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER a POST END TO HOST FASTENING C8 z PARTIAL'ELEVATION @'SCREEN FACE) 3 m Lu I I 1na I I z NOTE: IN SCREEN WALLS WITHOUT E PICKETS MAY E ) GUARDRAILS, PIIXBE 1' SQUARE (ISN# SETS,NOT PRESENT. ALL - , 3 OTHER ATTRIBUTES OF DETAILS APPLY AT 47/8' (Max) O G OR, %- SQUARE Ku ISN# 13) AT 4-S/8",(MAX) O.0 (SEE a FASTENING NOTE BELOW) F COLUMN AND l END m Fo I I z I I F QING CONDTTIO E l7 POST TO FOUNDATION FASTENING CT a PARTIAL ELEVATION @ SCREEN FACE) 3 a302BYWINDZ0E PICKET FASTENING: $10 SMS BY 1' EMBEDMENT INTO PICKET SCREW Sl 2 EACH END FOR 1' PICKET, 1 EACH END FDR w PICKET. X2" X 1/8" ANGLE SIDE z 2 EACH 014 S.M S. I I O SCREEN LuJO 8'O.CONCRETEW/2' MIN. 3.1 MBEDMENT (FOR L Dr"ON 1) z 1010 SMS X 1-1/ o INTO SOLE PLA IX2 OB, PIATE u J r2500 Ce LupSi CONCRETE! m Fo 114 DLI ApPRLWED`CANCRE7E ANCHORS ' z 29 p C IND YyITHIN P' OF CONNECnNG MEMBERS (2" EMBEgMEN7.TYCIClLL)' l7 POST TO FOUNDATION FASTENING CT a PARTIAL ELEVATION @ SCREEN FACE) 3 O PICKET FASTENING: $10 SMS BY 1' EMBEDMENT INTO PICKET SCREW Sl 2 EACH END FOR 1' PICKET, 1 EACH END FDR w PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 REQUIRED INSPECTION SEQUENCE RPM in - L -1 7n Address: d' BuIL®ING PERMIT Min Max Ins ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Ei.ECT.iI,CA{L 1PtEQ2MiIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Minn Max Inspection Pescri 4i®n Gas Underground Gas Rough Gas Final