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HomeMy WebLinkAbout424 Rocky Grove LnJob Address: 424 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 'l Documented Construction Value: $ 659.00 Rocky Grove Ln Sanford FL 32771 Historic District: Yes ❑ No ❑ Parcel ID: 21-19-30-510-0000-2920 Residential 0 Commercial ❑ Type of Work: New P1 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: SCREEN INSERT AT REAR LANAI Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 Fax: 407-985-2815 Email: emily.silvertrend(W-gmail.com 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 RESULVIN 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Igq.0o 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. "Y4 Gf G� — zdw wi S' e of O , /Agent Date lure ontractor/Agent Date Jose Julio Da Silva Print Owner/Agent's Name Jose Julio Da Silva Print Contractor/Agent's Name Signatur 0rwiAkftt o 9b1*Y8SS%UQIJ LIE a SignatuYofN�iy--State of Florida Date 'r�MY COMMISSION # FF 907001 MARYSSOL FAQUINI LIE EXPIRES: August 5, 2019 '=q. MY COMMISSION # FF 90700t °P Bonded Thru Notary Public Underwriters •: �: a= EXPIRES: August 5, 2019 -,p,„F„�.• Bonded Thru Notary Public Underwriters Owner/Agent is V Personally Known to Me or Contractor/Agent is 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 1 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILLDING: COMMENTS: dk th -0I bfl scree Are I%tS d✓t f isl ��✓1� g rx �� I Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE 1fRpif , 4 ne-en -111$'Uoa DING PIERNaT :: Min )max ction Description Footer / Setback Stemwall Foundation / Form Board. Survey Slab [Mono Slab Prepour 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final, Building. Other Address: A-..--,.!- Min Mal3Y. Ind section llDescll`iE ion Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Mays .w S'�Cct )<nmection pDescrItion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final ._^Ins t.'tection Nun Max Descri tion Mechanical Rough Mechanical. Final, Min Max Ims ecti.on. Descri2flon Gas Underground Gas Rough Gas Final REVISED: June 2014 1 /22/2018 QRRv1��JoppAnlItEEon��CFAyy PAPi�RUIISER F[tiortxi COUnn'v, nO�w Parcel Information SCPA Parcel View: 21-19-30-510-0000-2920 Property Record Card Parcel: 21-19-30-510-0000-2920 Property Address: 424 ROCKY GROVE LN SANFORD, FL 32771 Parcel 21-19-30-510-0000-2920 Owner TAYLOR MORRISON OF FL INC Property Address 424 ROCKY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 292 THORNBROOKE PHASE 4 l PB 81 PGS 70-71 Taxes r Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value I Depreciated EXFT Value Land Value (Market) — $26,050 $26,050 Land Value Ag Just/Market Value ** i $26,050 $26,050 Portability Adj i Save Our Homes Adj $0 .. $0 —0 Amendment 1 Adj I- $24,241 $12,784 P&G Adj $0 $0 Assessed Value $1,809 $13,266 Tax Amount without SOH: $336.57 2017 Tax Bill Amount $336.57 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $1,809 $0 ; $1,809 Schools $26,050 $0 $26,050 City Sanford $1,809 - -- -- $0 - $1,809 ------ ------ SJWM(Saint Johns Water Management) 0 $ 1,89 $0 $1,809 County Bonds - - '- $1,809 $0 $1,809 Sales Description Date Book Page — Amount Qu -- alified I Vac/Imp No Sales l Find Comparable Sales Land Depth Units Units Price Land Value Method Frontage LOT 1 $26,050.00 $26,050 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=211 93051000002920 1 /2 NOTES: 1. ALL OPEN AREA'S ARE TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY I IREF. VIEW(NO SCALE) ■I� #10 x 3/4" AT 12" O.C. 16" X .024 KICK PLATE v a ►- 1 x2 1 x2 1 x2 a a w w w g W --wu> Zp mZ�ZCCLU 2x2 DJ O�pOUCL Z� v •. � � WQWF-�CC�H d CCcr a=oLL 4 p X - Z�WOLLmWZ 0 F- Q 00 0wOZO0LL mFVoO-jzJ N O N w-<-90 0 J�F 0 _0 iogcc�,LWcc 2x3 2x3 a: ow-w-i XZ �o0?Qzoo 1x2 1x2 or o cc 6 =>--rfZom?� �wozzwgcn 16'-0' WZF-wc=5Z aLu��wF- O < ::i Q J � REAR ELEVATION 2"x2" GIRT ROLL FORM KICK PLATE TRIM \-1" x 2" OPEN BACK a ate. BASE PLATE TYP. TYPICAL KICK PLATE DETAIL NO SCALE 6" KICK PLATE TYP. C1� f, LC) v O cn J� N 7 � co d 6'-8" 1'-4" --16" KICK PLATE 8'-0" SIDE ELEVATION d� N co d d' 2x3 a v 1x2 d TY1'_4" 6,_8„ 8'-0" SIDE ELEVATION 0 2 O .0 H E >_ 0 F U) LU W O H Q _ Z N j N aco N N W o U d z 0 a to a o O N y E J N TLL m Z Of p O d O a O O o 2 ;z 2 Q O N O N H J � U) C7 m N XN N ° E J Q O V C N U ' 1 t0 y m Oo>230)c o o g m K) c T0LL_ Fu U IL E ® o W i c 0 =o E m c L � co E Q L O s -3 •v w aD c '2 c m� c a O w EUU) rn@ c :o C ;6 O 7 LL cm coo c c @ L o ao m N LL U N - -r- O O i,- N Q Sheet Of DESCRIPTION AS FURNISHED: Lot 292, THORNBROOKE PHASE 4, as recorded in Plat Book **, Pages ** thru **, Public Records of Seminole County, Florida. (UNRECORDED) PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. ff LOT 293 i r< 195, 03, (PC) 5.00, LOT 303 I l N 00610'44" W 40.00' 26.80' 1 LOT 292 34.80' 3.0 z3.0' 1,AC LANAI I 0 \� 30.0' PROPOSED RESIDENCE o MODEL PRESTON - A r: I I 8eP 115- 95q �%— ZONIN.4 DATE (9 4o m S �Q t'I S•L!1'rR°r, iY1S'Q��'S oirl 6ki&-hk5 S I k l(v t I ahR,t• .J 5.00, 5.00' k ICJ 5.D0' hry TO COVERED iI ENTRY 5,00, DRIVE FH 25.20' 25.20' tlo' UTIL ESWS I - - - 5' CONC. WALK 3' FLARE (B•B•)S 00010'44" E 40.00' ROCKY GROVE LANE (50' RIW) TRACT I UTILITY & ACCESS R/W LOT 29f LOT - 4,800 5Q.F7. LIVING = 1,157 SO.F'T. G4RAGF. 451 SOFT. ENTRY p 74 SO.FT'. LANAI = 128 SO, FT. BREEZEWAY = N/A SO.FT. DRIVEWAY = 403 SO.F7. A/C PAD r 9 SO. FT. WALKWAY 70 SQ.FT. IMPERNOUS = 4.7.8 x - 2, 292 SO. F7. SOD = 2.508 SOFT. R/W - 440 S21T, �,r7r PROPOSED - FlNISHED SPOT GRADE ELEVATION — __-- _ APRON - 710 SQ.FT. PER DRAINAGE PLANS RLIU JG SETRACKS *PLOT FLAN ONLY* SIDEWALK 200 SQ.FT. V`¢ PROPOSED DRAINAGE FLOW FRONT - 25' ` NOT A SURVEY) SOD " 130 5O.Fr. IU[AL AREAS: - - _ LOT GRADING TYPE A ( REAR 15' PROPOSED INFORMATION SHOWN AREA 5, SQ.FT. PROPOSED F.F. PER PLANS - 24.1' /y� SIDE - 5.0' BASED SUPPLIED PLAN SIDEWALK - 3 SO.F':. / T SIDE CORNER - 10' ANO/OR INSTRUCTIONS PER I - 270 SIDEWALK - 2,0 SO.F7. ,-PROPOSED GRADE PER CONSTRUCTION PLAN ++ CLIENT NOT FIELD VWRIFIF,D SOD SOFT. CRUSENMEYER—SCOTT & ASSOC., INC. — LAND SURVEYORS LEG" - LEG" - 5400E COLONIAL DR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PUT PnA- . POWT ON UNE r . F¢LF TM: • TYMAL IP. • mDl PPC PIA: • I'm"Of' REVEM CIRIVATURE Nor, 1. THE tpjWtgWa DM MMW CEMW TTM7 TAW SWAY INTS 7ME SOMMuMS Of PftC CE Wr PORN BY M ftM" MDIRO OF IA - om to P.c,G • PDFIT lR cONDUIR cIRVAum PAOFESSIDIm SUR1E.10MS ANO NIPPERS Ol CWIPIPJI 6I-17 FLORD4 AUU64STRORE CODE PlATSt1ND TO SEc7fOM MAW, RmM SOIIUSS Gt - CDERCi[ IORREIIT RAD. • RAOTN. 2 UNLESS ENFOIwSFD RIM SMAYEmors swm NC APO ORE7R41. AMED SPAL, TMS SUMEY MP Cot COM ARE AW WA xT iF. . 1/E'Rcr-�� F 451E NN& :wp. 3. TM SUMTCY 110 PIIDW M FPW V E SOM41M {tRM{41ED M TIC SUR4WflL INN WY GC *"W "M 11T-RANwm PµDD1T PALL . vm7 Or EEsv*m CALL - CNARATED OR Fil7[Mf1V13 MIr AFFECT TIO PIIOPOOY. A 10 UDEROl = ORIMOIETo" M*z NW L== UME58 opoum SE 811oMPL PATS. • MIT OF CnEOCEPOEM ►RA . P[RISMOR R[TIR>DICE IOIMIT FF. . Mon nmt n"ATm Q IM SURVEY E pRpM D POR TIE ME fib"W OF TIAAr CDMRED TO AND SMDIMD TIOr W MW UMN BY AM' OaxmDHCR OVOM1. KD . tva m 43L • IU0.DRD SMACK LIL[ a Illms NS $Now I'm THE LODIRON Of OMROYCOD/TS Notm DIOIAD MOr EE USE7T 0 RN0161RI1Cr R7[g1OARY LMLS. f/V .'"w-w-HAY RM - SCICIRIARK 7. EEMN= ARE AW ASSIARD YARN NO ON TIE LW S W AS WM BFAIM M.&) IRA - EAtOCNY Fa. . "a!6/+TGD ILELEiMTRWLi f SNMK ARE 6LSM OR AlCMW OEOMM aMN dr 92" UMM ONORRISE AVFM urILL - 0. Cf MVAIr OF 11/OIOR1lAATNN M, 46EG. CLM - CHM LM FEICE vv"^ . %vw FETCE C/F - CDCRETE MICc BPALE �— i' - 20' ---'—'+ DRAW RM ... P.c. - Pmw 6 ctnvATuw P.T. • PDIWr Dr TANGMT CERTIFIED BY: DUE__--_..— OROFR No. ��.__... ... CSC D. . tAFRIi �f104 AA[ LpIGTN PLOT PLM 03-10-17 f0112-17 L F - MIA . oom c ex - COIN FEARING NORTH THIS &MLDNG/PROPERTY DOES. NOT LIE MMHN �-X�GR THE ESTAGLISNED 100 YEAR FLOW PLANE AS PER MM' R.LS. / 4714 ZONE 7T• NAP 1 12177C Dow F. JAMS W. ScOTT, R.LS / 4801 !8 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: 424 Rocky Grove Ln. Sanford, Fl. 32771 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 2 / 12 / 2018 Nominal Wind Speed mph Overall Dimensions: Length: 8-0 (ft) Width 16'-0" (ft) Exposure: ❑✓ B ❑ C ❑ D Structure is attaching to: conc block Height @ Attachment: 8'"2" (ft) Attaching to: Concrete ✓ Lumber ✓ Other Overall Height 8'_4., (ft) Walls Supporting Guard Rail A) Select Girt : (Table 301_page ) Load Width: Span B) Select Column: (Table 302_ page ) Load Width: Span Select Walls Not Supporting Roof or Guard Rail A) Select Girt : (Table 302_page ) Load Width: 5'_2.. Span 7,_0.. Select 2x2 B) Select Column: (Table 302_page ) Load Width: 5,_2.. Span 8'_2„ Select 2x3 Chapter 3 - Screened Walls & Balconies- Exposure B 0 0 J LL L_ O z Allowable Spans for Posts in Screen Walls 11bt Supporting Roofs; AND, 0 F= U 0 N N Q _z J Q w x H w O z O_ N N 0 a w = The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2 D 0 x 3 Of Q a z_ O w J x 3 _z 0 w U 0 O 0 a it m O z o The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2 c� r a O U Page 3B - 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Table 302c AQvwabk Spans for [tarts 6� Screen Wags Abt Support�gRaiTexJ/(wards (For Girts Supporting Railing/Guards use Table 301) Q [RESIDENTIAL OR COMMERCIAL] For Wind Zone 130 mph Exposure Category B For Screen Mesh: 18/14 Windload Design Pressure: 12.1 sf) Alloy: 6005T5 / 6061T6 Post S acin /Load Width Extrusion /Section 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 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 " 7'-6"(1) 7'-0"(1) 6'-8"(1) 6'-4"(1) 6'-1"(1) 5'-9"(1) 5'-6"(1) 5'-4"(1) 5'-2"(1) 2X2X.046" Self -Mating Snap 7'-7"(1) 7'-3"(1) 7'-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"(1) 9'-2"(1) 8'-10"(1) 8'-6"(1) 8'-1"(1) 7'-10"(1) 7'-6"(1) 7'-3"(1) 7'-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'-i0"(1) 10'-4"(1) 9'-10"(1) 9'-6"(1) 9'-2"(1) $'-10"(1) 8'-7"(1) 2X4X.050" Self -Mating Snap 13'-1"(1), 12'-7"(1) 12'-1"(1) 11'-7"(1) 11'-1"(1) 10'-7"(1) 10'-3"(1) 9'-11"(1) 9'-7"(1) 2X4 Self -Mating Beam 10'-11"(1) 10'-4"(1) 9'-10"(1) 9'-4"(1) 8'-11"(1) 8'-7"(1) 8'-4'(1) 8'-0'(1) 7'-9"(1) 2X5 Self -Mating Beam 13'-10"(1) 13'-1"(1) 12'-5"(1) z 11'-10"(1) 11'-4"(1) 10'-10"(1) 10'-6"(1) 10'-1"(1) 9'-10"(1) 2X6 Self -Mating Beam 15'-6"(1) 14'-7"(1) 13'-10"(1) 13'-3"(1) 12'-8"(1) 12'-2"(1) 11'-9"(1) 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'-9"(2) 13'-3"(2) 12'-10"(2) 12'-5"(2) 2X8 Self -Math Beam 28'-3"(2) 27'-2"(2) 26'-3"(2) 25'-5"(2) 24'-8"(2) 23'-10"(2) 22'-11"(2) 22'-2"(2) 21'-5"(2) Allowable Spans for Posts in Screen Walls 11bt Supporting Roofs; AND, Table 302d AAowabk Spans for C2rts en Screen Wa/Ls Abt Supportsrg Radrlg/biiards (For Girts Supporting Railing/Guards use Table 301) [RESIDENTIAL OR COMMERCIALOf ] For Wind Zone 140 mph Exposure Category B For Screen Mesh: 18/14 Windload Design Pressure: 14.3 s Alloy: 600575 / 606176 Post S acin /Load Width C Extrusion /Section 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 8' - 0" 2X2X.046" Hollow 6'-7"(1) 6'-4"(1) 6'-1"(1) 5'-9"(1) 5'-6"(1) 5'-4"(1) 5'-1"(1) 4'-11"(1) 4'-9"(1) 0 3X2X.OSOHollow' 6'-10"(1) 6'-6"(1) 6'-2"(1) 5'-10"(1) 5'-7"(1) 5'-5"(1) 5'-2"(1) 5'-0"(1) 4'-10"(1) 2X2X.046" Self -Mating Snap 7'-2"(1) 6'-11"(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 8'-11"(1) 8'-7"(1) 8'-2"(1) 7'-9"(1) 7'-5"(1) 7'-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) 7'-10"(1) 7'-7"(1) 7'-4"(1) 2X4X.050" Hollow 11'-1"(1) 10'-6"(1) 9'-11"(1) 9'-6"(1) 9'-1"(1) 8'-8"(1) 8'-5"(1) 8'-1"(1) 7'-10"(1) 2X4X.050" Self -Mating Snap 12'-5"(1) 11'-9"(1) 11'-1"(1) 10'-7"(1) 10'-2"(1) 9'-9"(1) 9'-5"(1) 9'-1"(1) 8'-10"(2) 2X4 Self -Mating Beam 10'-1"(1) 9'-6"(1) 9'-0"(1) 8'-7"(1) 8'-3"(1) 7'-11"(1) 7'-7'(1) 7'-4"(1) 7'-2"(1) 2X5 Self -Mating Beam 12'-9"(1) 11'-11"(1) 11'-5"(1) 10'-10"(1) 10'-5"(1) 9'-11"(1) 9'-7"(1) 9'-3"(1) 8'-11"(2) 0 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) 10'-1"(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) 11'-5"(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) Allowable Spans for Posts in Screen Walls 11bt Supporting Roofs; AND, Table 302d AAowabk Spans for C2rts en Screen Wa/Ls Abt Supportsrg Radrlg/biiards (For Girts Supporting Railing/Guards use Table 301) [RESIDENTIAL OR COMMERCIALOf ] For Wind Zone 140 mph Exposure Category B For Screen Mesh: 18/14 Windload Design Pressure: 14.3 s Alloy: 600575 / 606176 Post S acin /Load Width C Extrusion /Section 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 8' - 0" 2X2X.046" Hollow 6'-7"(1) 6'-4"(1) 6'-1"(1) 5'-9"(1) 5'-6"(1) 5'-4"(1) 5'-1"(1) 4'-11"(1) 4'-9"(1) 0 3X2X.OSOHollow' 6'-10"(1) 6'-6"(1) 6'-2"(1) 5'-10"(1) 5'-7"(1) 5'-5"(1) 5'-2"(1) 5'-0"(1) 4'-10"(1) 2X2X.046" Self -Mating Snap 7'-2"(1) 6'-11"(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 8'-11"(1) 8'-7"(1) 8'-2"(1) 7'-9"(1) 7'-5"(1) 7'-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) 7'-10"(1) 7'-7"(1) 7'-4"(1) 2X4X.050" Hollow 11'-1"(1) 10'-6"(1) 9'-11"(1) 9'-6"(1) 9'-1"(1) 8'-8"(1) 8'-5"(1) 8'-1"(1) 7'-10"(1) 2X4X.050" Self -Mating Snap 12'-5"(1) 11'-9"(1) 11'-1"(1) 10'-7"(1) 10'-2"(1) 9'-9"(1) 9'-5"(1) 9'-1"(1) 8'-10"(2) 2X4 Self -Mating Beam 10'-1"(1) 9'-6"(1) 9'-0"(1) 8'-7"(1) 8'-3"(1) 7'-11"(1) 7'-7'(1) 7'-4"(1) 7'-2"(1) 2X5 Self -Mating Beam 12'-9"(1) 11'-11"(1) 11'-5"(1) 10'-10"(1) 10'-5"(1) 9'-11"(1) 9'-7"(1) 9'-3"(1) 8'-11"(2) 0 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) 10'-1"(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) 11'-5"(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) ®COPYRIGHT 214 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA N w w p( SIB VARIES g C5 Cg l �✓ POST SPACM G) 3 3 REFER TO TAME 3D4. ol a C w C / do Q d Oi Z. S G) J. S a ci © NlAf .. 3 3 moo' a SCREEN WALL ELEVA I�' ON (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) 9. z N 0 n s/ d 1° X 2" 1iEitTICAL t� �� t�� 6 3 3 O$ PBttMETER DSIGIdlB� L� ABLE � OR 304 BY WARD Z�fE t P06TlCOLUMN SELECT PER TABLE 3Q4 9Y WII�D � lQCI4'IATE RAIL (GD � p( DESA3N®ISIISG TAKE' 30'r' , OR �4'8Y WARD 7ANE ��OPTIOI�L�ITE��HQG4iTVAIZ�:�OfV�AL ����ii Chapter 3 - Screened Walls & Balconies NOTE #I: USE 3/B' O X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8' 0 X 2Ya' LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1' EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER a 0 tooHOST STRUCTURE ELEMENTS 1w 08 0 PeRDSTER FASTENN PER NOTE 81 aka` FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECI M IN POST TABLE (304) 0 ADDITIONAL GIRTS SHALL BE ADDED TO MAINTAIN A MAX WM VERTICAL LNG FOR HORIZONTALS OF W POSTS SIZES PER TABLE 1= 302 BY WIND ZONE KICKPLATE RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 302 ar _ z POSTS SIZES PER TABLE o 302 BY WIND ZONE KICKPLATE RAIL (GIRT) - SELECT z BY WIND ZONE FROM TABLE 302 q SOLID KICKPLATE (OPTIONAL) O� > FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (302) m 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, HASTEN TO FLOOR OR ~ n O O FOUNDATION W/ 1/4"0 FA90VS 1° 2• dVi' 24° O.C. TYPICAL_ SECTION / SCREEN WALL WITHOUT' GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 3 - 4 k Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN, SIZE COLUMN PER TABLE 3M 2M"X W ANGLE EACH SIDE - W DL4 CONCRETE ANOM W/2" EMBEDMENT (MIN.) (TYPICAL) SCREEN (OR IQCKP ATE) 2 EACH #14 SMS EACH SME (1° O.C. MIN.) COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 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 CONDITION #2) PER TABLE 302 FASTEN POST TO CONCRETE WrM Y X r X 1/8" THICK ANGLE BY 2" LONG W/ 2 EACH #R12 SMS INTO POST AND 1/400 OONC iErE ANCHOR W/2° NBEDMENT (MIN.)(TYPM EACH SIDE OF POST) )N FASTENING FOR IS LOAD 00NDI130N *2 FASTEN SOLE TO POST USING 2 EACH #10 SMS FROM SOLE MM W1 ERM41. SCREW SPLINES OF POST (OR, FROM P061' WO SOLE PLATE); OR, WITH V X 1" X 1/1W ANGLE 2" LONG AND 2 EACH #8 SMS INTO EACH MEMBER �Q E© AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls Balconies PIcwm NAY BE 1' SQUARE (ISW# 5) AT 47/r (Mai QC. OR, W SQUARE OW 13) AT+W M O.0 (SEE FASTENING NONE BEl1W) f #1: USE WV X r LONG LAGS INTO D HOST AND 'AV X 2%" LONG 1RETE SCREWS WM CONCRETE OR - WRY CONSTRUCTION (1' EMBIMENT - • • • • - • , • TYPICAL)/ SPACNG 2V O.0 AND WMUN •.. • • • : • C OF EACH PERPSDICJLAR MENER CONNECTION WITH EXPOSED FASTENB2S f. / f r' X 2 O8 0 PERIM I ER TOR TE#1- IT # 10 S.M.S. FROM R FACE OF i X 2 O8 SW SCREW SPLWES OF(i' PIMM MAY BE 1' SQUARE d tF—#1 )OWMNS � ASS (�aCAT �Ti 5 lAl 4.5/A' (MAXI O.0 (SM FASTHV[NG NdTE lE;I.OHI) • i 4 . •Fi�'T•S�RUCi}IItE •• CIDNNKTION VUH CONCEALED FASTENBS PARTIAL. ELEVATIONS / W TO 1)(2 CON1 PLO(ffr PYISIame #10 S14S BY 1' ammm MW PIGTG:r SCREW SLOT(S), 2 EACH END FOR Y PICIMT, I EACH END FOR W PMV. V X V GUARDRALL PXXET3 FASFBW TOP AND BOTTON W/ 2 E" #10 S.M.S.1' EMBEDNEW NOTE #1 W SCREEN WALLS W1THOUr GUARORAtLSi, PICKETS NOT PRESEK. ALL OTHER ATTRMUTES OF DETAILS APPLY. e w AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 1 X 2 08 NE PERIMETER FASTEN PER NOTE #1 1- X i- X 1/16- ANGLES 2- LONG WITH 2- #8 X 112- LmG S.M.S. AT EACH LEG (TYPICAL TOP E WTTOM ose r-MATING HORIZONTAL (GIRT) a (T(PICALLY HOLLOW SECTION W/O GUARDRAIL) �......�, .�.....� ---► PICKETS MAY BE 1- SQUARE OW 5) AT 47/8- (M0 O.C. OR. PAO SQUARE 00# M AT 4.W (MAX) OZ (SEE FASTENING NOTE M& W) z Q ll II � II II d 41 I CONNECIMN w E WOSED FASTENERS F-.----I X 2 08 0 FASTEN PER NOM #1 3 4 - # l0 S.MS. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF GIRT (1- 86MM U MD►EyUM) SE.RMATING HORIDOWAL (GIRT) x (TYPICALLY HOLLOW SECTION W/O:UARDRAIL) 0 z NOTE #2: IN SCREEN WALLS NRTHOUT GUARDRAILA, PICKETS NOT PRESW. ALL OTHER ATTRIBUTES OF DETAILS APPLY. PICKETS MAY BE 1- SQUARE I I I I (ISN# 5) AT 47/8- (Meet) O.C. (I I FAFASTMNG NOTE C CONIUEcnoN wi CONCEMM FASTRM � rC4 PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS 3 PICKET FASTENmG: #10 SMS BY r SMEOMM INTO PXW SCION SLAITM 2 EACH END FOR 1- PICKET,1 EACH END POTt W PICKET. Pap 3 - 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies I HOL1.0w umou 1'xrxwAtxm2'wmwnH rx2.1/4"xim 2 - 010 X 1/r UM IS MS AT FAOI IM PJEEP OVG CHA1tM (TYPICAL 6ACtl SIDE,110P a B01T� —GW OR CHAIR RAIL P U a w O I I PICKETS MAY W Y Sty OW 5) I( I I AT 4-7/r (IMW Or- OR. W SQU W M NOT � FA4 I I 4.7/r O.C. NOTE IN SClum mus OMECTMON W/ EXPOSED FASTENERS w Pml-S ATI MUM OF OI:TAIIS APPLY. �(111 -� 1111 1---SBFMATINGP06T POST 1Nm smw SPLm OF HOLLOW I I I FZCW S MAY IM P SQWIRE {I�IIY I I AT 4-71V Vbx) = oMk W I �mO.0 la � n OR OIMR RAIL PICW FASTEMNO: #10 SMS UY r FJMBEWWr INiM PICKET SMN SLORM 2 EACH END FOR 1- PICKET, I EACH END FOR W PIOD:T. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 v Page 3-9 Chapter 3 - Screened Wails & Balconies 1' X 1° X 1116' ANGLES 20 LOW WITH 2-08 X IM TANG &MM AT EACH LEG TYPICAL EACH SIDE; 'LOP & BOTTOM) REFER TO NOTE #1-MIS SlfE T NOTE #1: USE 3/8' 0 X 3' LONG LAG SCREWS INTO WOOD HOST AND 3/8' 0 X 2Y4' LONG CONCRETE X 2 OB 0 PHt1<MEM SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (V EMBEDMENT TYPICAL) SPACING 24.O.C. AND WITHIN 4' OF EACH PERPENDICULAR MEMBER TO NOTE #1- THIS SHEET 2- # 10 S.MS. FROM INSIDE FACE OF 1 X 2 09 INTO SCREW 9UMS OF 1 X 2 OB (r E+SEDMENT MI DWK) TO NOTE 01- THIS SHEET 1 X 2 OB 0 P6U4ETE3L PARTM aFvanays i va TO ixz coNNEcrcoros 1 _ ce ' 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies imp rxrxImmaimaSIDE W/ 2 EAOf R34 S.M.S. NOTE 01: USE 3/8" 0 X 3" LONG LAG SCREWS INTO 2 WOOD HOST AND 3/0' 0 X 2%' LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION SELECT COLUJAN AND POST END (1- EMBIMMENT TYPICAL) SPACING 24. O.C. AND WITHIN FASTENING CONDITION PER 4' OF EACH PERPENDICULAR MEMBER Q w TABLE 302 BY WIND ZONE x 0 POST END TO HOST FASTENING C8 N (PARTIAI. 8"ATION 0 SaM FACE) 3,��"kN NOTE: TN sa�+t wALLs wrrtrolrT GZADRA11% P)I3 E S NOT PRMW. ALL PKVTS MAY BE V SQUARE (ISW 5) . OTHER ATTRIBUTES OF DBTARS APPLY AT +71r (ftQ O.C. OR, %a SQUARE iq ME 131 AT 4.W (PQW O.C. (SEA x AASTENING NOTE BH�O11Y) t L CT COU 0 AND END O ING CONDITI E 302 BY WIND X Y X 1/8' SIDE II II /2EACH 014I _z II W —Sam LV ' EOmw (fm I mwm1) z silOS145X1- � iwie901E PRA VQ Oz PLATE a . us • ' • . • .. . � r �" DIICARPIIDVW'C¢I� 't� ! . • � f. .� �.' . . • �.�� POST TO FOUNDATION FASTENING (PARTML ELEVATION 0 SCRIS:N FACE] 3 `� vta�r �rel>Ra sln st<s sr r e +�\\` I1lI0Pid�TSCREWSd1RX<2 Faa emran \� rf�T, f tna+eoloa�v� AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0