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HomeMy WebLinkAbout310 Merry Brook Cirtiler 1'rrk 94 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 776,00 Job Address: 310 Merry Brook Circle Sanford FL 32771 Historic District: Yes ❑ No ❑ Parcel ID: 27-19-30-506-0000-2540 Residential 0 Commercial ❑ Type of Work: New P1 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work:SCREEN INSERT AT REAR _G\A Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 Fax: 407-985-2815 Email: ern ily.silvertrend(c�gmail. corn Property Owner Information Name Taylor Morrison Phone: 407-629-0077 Street: 2600 Lake Lucien Drive suite 350 Resident of property? : No City, State Zip: Maitland, FL 32751 Contractor Information Name Silver Trend, Inc. / Jose Julio Da Silva Phone: 407-363-9800 X 1 Street: 1710 Premier Row, Fax: 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: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application t��V:—nc� 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. Jose Julio Da Silva Print Owner/Agent's Name Signature %,V.R ° SC:, - "Ai9t1:N1 LIE MY GOMMISSION # FF 907001 EXPIRES: August 5, 2019 Bonded Thru Naiar, Punic Underwriters S a re of ctoOAgent Date Jose Julio Da Silva Print Contractor/Agent's Name t�av •r"y'•., MAAYSSOL FAQUINI LIE ' MY COMMISSION N FF 907001 EXPIRES: August 5, 2019 Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: 46 1 llot8UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF 1- N(.- k2� COMMENTS: re-CVC Ia�gai Revised: June 30, 2015 Permit Application 12/21 /2017 SCPA Parcel View: 27-19-30-506-0000-2540 Property Record Card 0RaApd JohEOA�' CIA Parcel: Parcel: 27-19-30-506-0000-2540 %%PRA Owner: TAYLOR MORRISON OF FL INC CK011OLL COINtY. FLORAL. Property Address: 310 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information Parcel 27-19-30-506-0000-2540 Owner TAYLOR MORRISON OF FL INC 310 MERRY BROOK CIR SANFORD, FL 32771 Property Address Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 — Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL -------- -----v------ Exemptions �� 253 � V N 254 95 N N Legal Description LOT 254 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Value Summary i 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $18,300 $18,300 Land Value Ag Just/Market Value " $18,300 $18,300 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $18,300 $9,667 P&G Adj $0 $0 Assessed Value $0 $8,633 Tax Amount without SOH: $227.89 2017 Tax Bill Amount $227.89 Tax Estimator Save Our Homes Savings: $0.00 * Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority ( Assessment Value I Exempt Values I Taxable Value County General Fund $0 ! $0 $0 Schools $18,300 $0 ! $18,300 City Sanford $0 $0 $0 SJWM(Saint Johns Water Management) $0 ? $0 $0 County Bonds $0 $0 I $0 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable SaWs Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,300.00 $18,300 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetail info.aspx?PI D=27193050600002540 1 /2 RECORD COPY N —Z D1D� O �r-m a O�O Mcn m m z OmD m zl�� < z o D�D O =m z < cn Dn �m m z e REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 1 - Ilo'l�— DATE o (1 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE LICENSE TO PROCEED WITH THE WORK AND NOT AS 0 # 3 2 5 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL e CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 3 -0' 5'-4" THE BUILDING OFFICIAL FROM THEREAFTER rn gv�LD�NG REQUIRING A CORRECTION OF ERRORS IN PLANS, 8'-4„ CONSTRUCTION OR VIOLATIONS OF THIS CODE SANFORD m O � m X o o x N W � A n D N Z O O U) m n D n mD O m v s .I m D r co tnx 00 m N T r N -0O 0 iZ mK co � 22 70 K -2044 1x2 V � N W N 2x4 UPRIGHT Vo w b DOOR TBD � N 2x4 UPRIGHT O � W 1 x2 � � Contractor Name and Address Project Name and Address Subdivision � Thombroake These plans are in compliance with the 5th edition, TAYLOR MORRISON Date y,►-j Florida Building Code, and the Aluminum Association of Florida Standards 1710 Premier Row, Orlando, FL 32809 LOT 000254 12/28/2017 Office: (407) 363-9800 310 Merry Brook Cir. Scale 1/4"=1'-0' Fax: (407) 985-2815 Sanford, FL Email: SilverTrendQcFl.rt.com 32771 UNLESS NOTED DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: C Taylor Morrison of Florida, u' Inc. TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES) N 00009' 03•' X 22.33' 22.00' 22.00' 22.00' _ 22.00' 10.00' LOT 256 i 2 PAVER '0.00L07" 255 2 1 LANAI I~S '� 3 3 `� PROPOSED PROPOSED - 2.0 ATTACHED in , ATTACHED LIT *PLOT PL,4 nT ONLY I t- Io RESIDENCE r'I RESIDENCE h (NOTA S11R6'EY) 'o bl rn 01 20POSED INFORMATION SHOWN t< DD BASED ON SUPPLIED PLAN ix) O Y AND/OR INSTnL:'nOrdS PER i o CLIENT(NOT FfFLD VERIFIED) ; 0 - �- ---- 00 WILLOW REDWOOD %1 a PAVER _ LOT 247 _ GN 'OT AREA CALLS SOLArE FF? LOT - 2.091 LMNG = 894 GARAGE - 249 -PAVER ENTRY = 36 LANAI - '02 BREEZEWAY = N/A `PAVER OPIVEIAAY=225 A/C PAD - 9 'PAVER VXk WAY 48 IA!PER 70JS = 50.0 X - 1,254 SOD = 527 ' FT tb? AREA CALCS: RAW = 176 APRON - 30 SIDEWALK = .,0 SOO 36 AREA = 2,257 DRIVEWA) = 2G0 SIOEWAI.r. = 158 SOG il;l BEARING 07'08" E � yyyy 23'35" E tn,_ LO ohs CURVE I DELTA I RADIUS LENGTH CHORD CHORD C 1 05'56' 10' 65.00' 6. 73' C2 20'3645 65.00' 23.38' 23.26' S 16' 22.00' 22.00' _ 22.33' 10.00' J LOT 254 r16.8tANAf 10.00 LOT 253 0.0t_' .00' L07 252 10.0t LOT 251 10.00' 07 250 LAMA! LANAI LANAI oANA1 0 3 .3' 3 .3, 16.8' 3 3 3 3 3 PROPOSED PROPOSED PROPOSED • PROPOSED PROPOSED ATTACHED to _ ATTACHED u^i ATTACHED L i ATTACHED !0 ATTACHED !0 RESIDENCE o o RESIDENCE o o RESIDENCE o o RESIDENCE o o RESIDENCE o r r h 1p Ui p U QD 00 � � REDWOOD BIRCH BIRCH REDWOOD REDWOOD PAVER PAVER PAVER ENTRY 5.7' 15.7 ENTRY 0 5.7'Qo RY 3.7'�i O PAVER 2 7' i PAVER o "T3.7' o "T3.7' o V. ENTRY o g g b ENTRY o 10.00' 1--)LOT 249 O • w S e 1 ON oo p�j 7.2' LINE (0) ► 00 5 M GO � � ON O C T.2 UNE 7' 7nT BAR Inr �a7 M PROPOSED ATTACHED 2.0 RESIDENCE ]c 3 WILLOW T a, ON LINE ON LOT AREA CALCS: �? ON LOT AREA CAi_CS SGUARE FEET SOiRARF.. FEET L.07 = 2.Ia5 � [i0T = 2,727 LMNG 770 LMNO = 770 GARAGE = 458 'IGARA:E = 458 PALER ENTRY = 9 I1*PAVER ENTRY - 9 LAAV = 93 i LANAI = 93 BREEZEWAY s N/A BREEZMAY = N/A 'PAVER DRIVEWAY=449' 'PAVER ORiV^c NAY=40 A/C PAD = 9 1 A/L PAD - B 'PAVER WALKWAY = 5 i1'PA>ER WALKWAY = 6 WPER`AGUS " 61.7 i ' IMPERV701JS 62.7 SOD a 376 SLID _ = 76 DFC- -Ai A G G$' G i.T Ah'EA R/W = 779 i R/r.• 179 APRON = 51 I APF.C•N = 51 SIDEWALK =112 SIDEWALK = 112 SOD I6 SOD 16 5TAL AREA__- . !AL AREAS; AREA = 2,364 ,:AREA - 2,300 DRIVEWAY = 500 J DRIVEWAY = 45 T SIDEWALK = 11a SIDEWALK = 118 SOD = 39 %SOO = 392 ON Ll 34.7' v 12.7' a 10.0' 4 v 10.0' .r 12.7' .r 34.7' LOT 242, 243, 246 L07 244 LINE 1 g' g' 9' 9' 9' 16'T ION LOT AREA CALCS: _OR_245 IOO, LOT AREA CALCS: PAVER PAVER SOUARE FFET I_ SOUARE FEET LOT = 2,090 N LCir - 2,090 DO PAVER PAVER PAVER PAVER PAVER PAVER DRIVE DRIVE PAVER PAVER PAVER PAVER PAVER PAVER r MNG = BB4 ;GARAGE = 249 i u:4NG = 824 I A.aACE _ <"59 U DRIVE DRIVE WALK DRIVE WALK WALK WALK WALK DRIVE WALK DRIVE DRIVE PAVER EN RY = ,i6 -PAVER E.^:IRY = 53 29.58' 25.00' 25.00' 25.00 25.00' 25.00' 25.00' 25.00' LANAI = 102 ILA!' = 1D2 - - 'BREEZEWAY = N/f, PAVER DRIVEWAY=26 - - - - - - - - - - - - - - - _- - - - - PAVER OR!VEWAY=225 iDIVEEWAY - 261 I VC PAD = 9 I A/ �. PAD = 9 NU• lO' WALKWAY - 48 ! •PAVER WALKWAY- 25 (IMPERVIOUS= 600 !iMPERVIOL.S- 57.1 Z ITPAVER = 1,254 1,744 C 1 15. 28' 22. 00' 22. 00' 22. 00' 22. 00' 5' CONC. 22. 00' 22. 33' ?SOD 527 OFF L EA b� c__ _SOri_ = 542 ;RAN DI Ah= 77 CON c WALK 5' („Z WALK APRON - 30 :SIDEWALK - 170 APR•. i = 30 (SIDEWALK = 110 .. _.. _.._.. _.._.._.. .._.._.._.._.. _.. -._.._.. _.._.._.. .._.._.. _.._.._. .. _.._.. _.._.._.. .._..___.__.._.. .._.. _.. _..___.._..___.._. - . ' SOp 36 SOD 36 CURB 1 TOTAL AREAS: Iz z O N G ,r� (v0 - c » (B.B.)N 00 O9'03 /I NOT AREA 2,265 DRIVEWAY 255 AR A `�D.4!VE'.tAY IS7DEWAI.K Q�O'� Q DONS -NOTE PAVER ITEMS ARE NOT ARE1 MERRY BROOK NOTE: PAVER (IONS ARE CIRCLE (40' R/W) TRACT A INCLUDED IN IMPERVIOUS AREA ;SIDEWALK 758 SAD 563 SOH• ERO PER DRAINAGE PLANS INCLUDED IN IMPERVIOUS __._._...-_ _. GR USEyVff T - SCO TT & ASSOC, - LAND SURVEYORS 5400 27COLONIAL2DR. (407 532807 ,yER .INC. FAX Ptu. - POINT aN LIE LEGEND DRAIN. D B.S.L. Buann+G SETBACK LINE = DELrA DCHORD ELTA NOTES $CARE L f' = 20'-1 DRAWN BY: ••• d4.36 DATE TTP. = TYPICAL C PAt. = POINT OF REVERSE CURVATURE CLFC. = CHAIN LINK FENCE CB. . CFOtD BEARONG 1. THE UNDERACHED DOES HEREBY CERTIFY RU7 iM15 SURVEY NESTS THE YUBYUM TECHNICAL STANDARDS SET FORTH 8Y P = PLAT Ptt. POINT OF COMVOUNO CURVATURE VD.FC. ` VOOD FACE DILL. F •FIELD C0116RTL UTILRY THE FLCRIDA BOARD OF PROFES90NAL. LAND SURVEYORS W CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE --- PLOT PLAN 05-17-17 I.P. • IRON PIPE RAP. `RADIAL C/B ROCK P.C.• POINT OF CIBtVATUFE HM BEIKHWIK 2. UNLESS EMBOSSED W!!H SURVEYOR'S SEAL THIS SURVEY tS NOT VALID AND IS PRESENIE'D FOR WFORAL4710NAL PLBIPOSES ONLY. I.R IRON ROD KX ` NON -RADIAL .R. PIIB. POINT OF SEGINN[NG B.B. P.T. = POINT OF TANGENCY NLD BASE BEARING • NAIL a DISK 3. THIS SURVEY WAS PREPARED FROM TTLE INFORWI70N FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRCTONS =CONCRETE MONUMENT SET LR. PaC POINT OF • EI.LEMENT '!2' IRSC. DESCRIPTION RiV = RI(i!T -OF-WAY OR EASEMENTS THAT AFFECT THIS PROPERTY. IR ./ALB 459E PANT. = PERMANENT REFERENCE MONUMENT R • RADIUS ESMT. • REG - RccaVEqEp =ARC LENGTH = EASEHEHT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FF. .FINISHED :LOOK ELEVATION CALL =CALCULATED CALCULATED L f = CENTERLINE 5. THIS SURVEY IS PREPARED FDR THC SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE P. = VETNESS POINT NORTH RETIED UPON BY ANY OTHER ENTT7Y. THIS BUILDING/PROPERTY DOES NOT IJE WITHIN 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEOEMTS HEREON SHOULD NOT BE USED TO RECONSMACT BOUNDARY LINES. CERTIFIED B'Y: "FIRM' 7. BEARINGS. ARE BASED ASSUVEO DANA! AND ON THE LINE SHOWN AS BASE BEARING (B.B.) THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 8. ELiVAiIONS. IF SHOM, ARE BASED Oh NATIONAL GEODETIC �cRTICM. DATUM OF 1929. UNLESS OTHERWISE NOTED. TOM X. GRUSENmr ER. R.L.S. # 4714 ,TAMES W. SCOT7. R.L.S 1 4601 20NE X MAP I 12117C 0055 F 9. CERTIFICATE OF AUTHORIZATION No. 4596. 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: 310 Merry Brook Circle Sanford, FI.32771 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 12 / 28 / 2017 Nominal Wind Speed mph Overall Dimensions: Length: (ft) Width 17-0 (ft) Exposure: ❑✓ B ❑ C ❑ D Structure is attaching to: conc block Height @ Attachment: $ _2 (ft) Attaching to: Concrete ✓ Lumber ✓ Other Overall Height $._4.. (ft) Walls Supporting Guard Rail A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page_-) Load Width: Span Select Wails Not Supporting Roof or Guard Rail A) Select Girt : (Table 302_page ) Load Width: T-O" Span T_0.. Select 2x3 B) Select Column: (Table 302_page ) Load Width: 7._0" Span 8'_2.. Select 2x4 Chapter 3 - Screened Walls& Balconies- Exposure B Q 0 0 J LL LL 0 z Allowable Spans for Posts u� Screen Wass Not Supporting Roofs; AND, O v 0 QN f z f J Q O z 0 f w a Kz a 3 The number In parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2 0 3 iY a z O J O x 3 z 0 w v 0 w w m O 0 z 0 NThe number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2 O u O Page 3B - 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Table 302c ing/Guards use Table 301) AAowabk Spans for (arts m Screen Walls Itbt Supportsrg Raibng/[3�ards (For Grts Supporting :Exposure [RES>DHYr7Al � COMMERCIAL] For Wind Zone 130 mph Category B For Screen Mesh: 113/14 Windload Design Pressure: 12.1 Alloy: 6005T5 6061T6 Post S acin Load Width Extrusion/Section 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" T-6" 8'-0" 2X2X.046" Follow 6'-8"(1) 6'-6"(1) 6'-3"(1) 5— 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'-1"{1) 5'-9"(1) 5'-6"(1) 2X2X.046" Self-Ma Allowable Spans for Posts in Screen Wags Not Supporting Roofs; AND, Table 302d AUowabk Spans for Arts m Screen Walls Abt Supportrrg Railing/(drards (For Girts SupportJng Railing/Guards use Table 301) [RESIDEPi1TAL OR COMMERCIAL] For Wind Zone 140 mph Exposure Category B For Screen Mesh: 18/14 Windioad Desi n Pressure: 14.3 Alloy: 6005T5 6061T6 Post S acin Load Width Extrusion /Section 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" T - 0" 7' - 6" 8' - 0" 2X2X.046" Hollow 6'-7"(1) 6'-4"(1) 6'-1"(i) 5'-9"(1) 5'-6"(1) 5'-4"(i) 5'-1"(1) 4'-it"(1) 4'-9"(1) 3X2X.050 Hollow * 6'-10"(i) 6'-6"(1) 6'-2"(1) 5'-10"(i) 5'-7"(1) 5'-5"(1) 5'-2"(1) 5'-0"(1) 4'-10"(1) 2X2X.046" Self -Mating Snap T-2"{S) 6'-11"(1) 6'-8"(1) 6'-2"(1) 5'-6"(1) 5'-4"(1) 2X3X.050" Hollow 8'-11"(1) 8'-7"(1) 8'-2"(1) T-9"(1) T-5"(1) T-2"(1) 6'-8"(i) 6'-5"(1) 2X3X.046" Self -Mating Snap 9'-9"(1) 9'-5"(i) 9'-1"(1) 8'-10"(1) 8'-6"(1) 8'-2"(1) T-7"{1) T-4"(1) 2X4X;050" HoNoFr 9'-11"(1) 9'-6"(1) 9'-1"(1) 8'-8"(1) 2X4X.050" Self -Mating Snap 12'-5"(1) 11'-9"(1) il'-1"(1) 10'-T'(1) 10'-2"(1) 9'-9"(1) 9'-5"(1) 9'-1"{1) 8'-10"(2) 2X4 Self -Mating Beam 10'-i"(1) 9'-6"{1) 9'-0"(1) 8'-7"(1) 8'-3"(1) T-11"(1) 7'-7"(1) T-4"(1) 7'-2"(1) 2X5Setf-Mating Beam 11'-11"(1) 11'-5"(i) 10'-10"(1) 10'-5"(1) 9'-11"(1) 9'-7"(1) 9'-3"(1) 8'-ii"(2) 2X6 Self -Mating Beam 14'-3"(i) 13'-5"(i) 12'-9"(1) 12'-2"(i) 11'-8"(1) 11'-2"(2) 10'•9"(2) 10'-5"(2) 2X75e1f-Mating Beam 16'-1"(1) 15'-2"(1) 14'-5"(2) 13'-9"(2) 13'-2"(2) 12'-8"(2) 12'-2"(2) SI'-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) 19'-8"(2) 70 ©COPYRIGHT 2010'NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION.OF THE ALUMINUM ASSOCIATION OF FLORIDA a n w w SIZE VARIES f POST SPACING REFER TO TABLE 304. ✓/// �// No R t HOST STRUCTURE UCTUR� i 3 ` �f r .-+ w / m z a J W -, J W 3 rLU c! _F / // 2 Cn Z /: /% _ = as ((DD 0 7 c ' = 3 °� a N Z O o / a /; H / L Z r w- Oco S / S J e OUNDATIONjJ//ff/ %FOUNDATjIC�/%/, m cDn C3%(� C3 N 3 3 O r O m 0. SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) 0 N O ! � ` / � / r ,0 1" X 2" VERTICAL @ POST/COLUMN PERIMETER (TYPICAL) 1" X 2" 08 PERIMETER � SELECT PER TABLE 304 / BY WINO ZONE ' C4 C5 CHAIR RAIL (GIRT) / 3 3 DESIGNED USING TABLE 301 - ' OR 304 BY WIND -ZONE ; KICKPLATERAIL(GIRT) '�� � DESIGNED USING TABLE � OR 3f�'BY WIND ZONE '���,•{ � �r '!/ f�> /!i/jiii/iii/i/ii%i!f!tf!!/�! "//./,%// !- ,f r///J/i /'/i//♦//.-, / /,//J/ /i /.. `f//- !/ f/f �t tlr J-f/JI/r„/l IJ /; /OPTIONAL KICKPLATE /HEIGHT VARIES' 'r : HEIGHT VARIES ✓t Chapter 3 - Screened Walls & Balconies fj 1 X 2 OB @ PERIMETER FER TO NOTE #1 - TF I I �I II I� II X 1" X 1/16" ANGLES 2' V8 X 1/2" LONG S.M.S. PICAL EACH SIDE, TOP PICKETS MAY BE I" SQUARE i (ISN# 5) AT 4-7/8" (Max) O.C. (I OR, V4" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) )NG WITH 64 LEG jMSF STRUCTUgE ELEMENTS ' `.. NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4*0 X 21/4" 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 f I X 2 OB @ PERIMETER it F- EFER TO NOTE #1 - Tl It# 10 S.M.S. FROM FACE OF i X 2 OB SCREW SPLINES 0' (1" EMBEDMENT M II I REFER TO NOT f—#1 - THIS SHE! -H05T•Sl'RUMRi ELEMENTS CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1X2 TO 1X2 CON PICKET FASTENING: # 10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR V4" PICKET. B PICKETS MAY BE 1" SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR, -/4" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) 1" X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH # 10 S.M.S. I" EMBEDMENT NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. C3 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 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- #8 X 1/2" 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, 34" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 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) I NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. I PICKETS MAY BE 1" SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. I 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 1" PICKET, 1 EACH END FOR -Y." PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies I" X I" X 1/8" ANGLES 2" LONG WITH 2 - #10 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL EACH SIDE, TOP & BOTTOM) HOLLOW UPRIGHT I" X 2-1/4" X 1/8" �— RECEIVING CHANNEL r—GIRT OR CHAIR RAIL I PICKETS MAY BE I" SQUARE (ISN# 5) 11 1I AT 4.7/8" (Max) O.C. OR, %Y SQUARE (ISN# 13) AT 4-S/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) I - 4-7/8" O.C. NOTE; IN SCREEN WALLS CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. loll, 11ml mill 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW SELF MATING POST GIRT (1-1/2" EMBEDMENT MINIMUM) r—GIRT OR CHAIR RAIL I (� PICKETS MAY BE 1" SQUARE (ISN# S) I AT 4-7/8" (Max) O.C. OR, 3'4" SQUARE ( ) (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNEC PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH ENO FOR I" PICKET, 1 EACH END FOR V4" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 E0 Chapter 3 - Screened Walls & Balconies 1" X 1- X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) 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 2'/a" 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 REFER TO NOTE # 1 - THIS SHEET w T I 2- # 10 S.M.S. FROM INSIDE FACE OF W L-- 1 X 2 OB INTO SCREW SPLINES OF 1 m X 2 08 (1- EMBEDMENT MINIMUM.) O F- p REFER TO NOTE # 1 - THIS SHEET z 1 1 X 2 OB @ PERIMETER 0 N WEINNEC10ITH CONCEALED FASTENERS a 0 PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Page 3 9. I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2 0 J 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 TA,BLE 302 BY WIND ZONE I\ - NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER POST END TO HOST FASTENING P P� (PARTIAL ELEVATION @ SCREEN FACE) NOTE: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY -COLUMN AND )W END DING CONDITIO E 302 BY WIND Z� SCREEN � I I 1 4 10 SMS X 1 1/" INTO SOLE PLATIE I PICKETS MAY BE 1" SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR, 3/4" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) g' X 2" X 1/8" ANGLE CH SIDE / 2 EACH #14 S.MjS. 1 I� II POST TO FOUNDATION FASTENING (PARTIAL ELEVATION @ SCREEN FACE) PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 3/4" PICKET. CONCRETE ANCHO� W/2" MIN. WENT (FOR Lpl p ONDITION 1) PLATE AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 RIEQUM ED INSPECTION SIEQUIEN CIE ]B]P#- f 4 _ :7, 9 `� RUM, , DENG IE°1BRMT Min Mays Inspection Description. Footer / Setback Stemwall Foundation / Form Board. 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